SW8000408_Historical File_20131004

A�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Stormwater Section
Tracy E. Davis, PE, CPM Pat McCrory,Governor
Director John E.Skvarla, III, Secretary
October 4, 2013
Gene Strader, Manager
CXA-10 Croporatoin
4114 River Road
Wilmington, NC 28412
Subject: Ownership Change
Watermark Marina
Stormwater Permit No. SW8 000408
New Hanover County
Dear Mr. Strader:
On September 23, 2013, the Wilmington Regional Office received a request for transfer
ownership of the Stormwater Management Permit for the subject project. Staff of the Division of
Energy, Mineral and Land Resources have inspected the project, determined that the
documentation is in order, and the project is in compliance with the Stormwater permit
requirements. As indicated on the Name/Ownership Change form, you have acknowledged
receipt of a copy of the permit, which includes the application and supplement forms, a copy of
the approved plans and a copy of the required Operation and Maintenance agreement from the
previous permittee. By acknowledging receipt of the permit, and by signing the
Name/Ownership Transfer form, you have accepted the responsibility for complying with the
terms and conditions outlined in this permit. If you need additional copies of the permit, or
copies of the approved plans, please contact the Division of Energy, Mineral and Land
Resources in the Wilmington Regional Office at the phone number below. For your records,
please find enclosed a copy of the updated page 2 of the permit, a copy of the inspection report,
and a copy of the Name/Ownership Change form submitted on September 23, 2013.
Please be aware that the project's built-upon area and stormwater controls must be built and
maintained in compliance with the permit documents and the approved plans. Maintenance
of the approved system shall be performed in accordance with the signed Operation and
Maintenance agreement. Any modifications to this project must be submitted to the Division
of Energy, Mineral and Land Resources and approved prior to construction. The issuance of
this approval does not preclude you 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 the requirements of the permit, please do not hesitate to
call Chris Baker or me at [phone].
Sinc ely,
7 Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/csb: S:1WQS1StormwaterlPermits& Projects120001000408 HD12013 10 permit 000403
cc: Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington,North Carolina 28405 Phone:[phone] Fax:[phone]

State Stormwater Management Systems
Permit No. SW8 000408 Modification
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
CXA-10 Corporation
Watermark Marina of Wilmington (formerly Barnards Creek Yacht Club)
New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the
approved stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Water Quality and considered a part of
this permit.
This permit shall be effective from.the date of issuance until October 7, 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. This permit modifies the original Permit No.
SW8 000408, issued May 25, 2000, as follows: (a) owner name change from Watermark
Marina of Wilmington, LLC to CXA-5 Corporation; (b) project name change from Barnards
Creek Yacht Club to Watermark Marina- (c) drainage area increase to 9.44 acres and
impervious area decrease to 321,805 T�; (d) Plan revisions; and (e) modifications to the
previously permitted wet detention pond and outlet structure, based on as-built drawings
that were generated in September 2005 and are approved with this permit modification.
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 321,805 square feet of impervious area.
3. The tract will be limited to the amount of built-upon area indicated on page 3 of this permit,
and per approved plans. There is no allotment for future built-upon area at the site.
2

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number: SW8 000408
2. Project Name: Watermark Marina
3. Current Permit Holder's Company Name/Organization: CXA-5 Corporation
4. Signing Official's Name: Gene Strader Title: Manager/Agent
5. Mailing Address: 4114 River Rd
City: Wilmington State: NC Zip: 28412
6. Phone: 9( 10 ) 794-5259 Fax: ( 910 ) 794-3958
II. PROPOSED PERMITTEE/ OWNER/ PROJECT/ADDRESS INFORMATION
This request is for: (please check all that apply)
Name change of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete Item 5 below)
❑ Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
98 Mailing address /phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization: CXA-10 Corporation
2. Proposed permittee's signing official's name: Gene Strader
3. Proposed permittee's title: Manager/Agent
4. Mailing Address: 4114 River Rd
City: Wilmington State: NC Zip: 28412
Phone: ( 910 ) 794-5259 Fax: ( 91 794-3958
5. New Project Name to be placed on permit:
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features. Print name of HOA or
POA in#1 above and provide name of HOA/POA's authorized representative in#2 above)
❑ The property owner
❑ Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement. Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information on page 4) GF-IVE
SEP 2 3 2013
SSW N/O Change Rev24Sept2012 Page 1 of 4 BY:

III. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result in processing delays or denial of the transfer.
1. This completed and signed form. This certification must be completed and signed by both the
current permit holder and the new applicant if this is a change of ownership.
2. Legal documentation of the property transfer to a new owner.
3. A copy of any recorded deed restrictions, covenants, or easements, if required by the permit.
4. The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
5. If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee.
6. The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the $40.00 processing fee.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement:
0--Check here if the current permittee is only changing his/herrts name, the project name, or mailing
address, but will retain the permit. I, EWE- li&DEL mg&wcr AQtL;T , the current
permittee, hereby notify the DWQ tha I am changing my name n /or I am changing my mailing
address and/or I am changing the name of the permitted project. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete.
❑ Check here if current permittee is transferring the property to a new owner and will not retain
ownership of the permit.
I, , the current permittee, am submitting this application
for a transfer of ownership for permit# . I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit. I have provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as-built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections II and V of this form. I
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge. I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
package will be returned as incomplete. I assign all rights and obligations as permittee to the
proposed permittee named in Sections II and V of this form. I understand that this transfer of
ownership cannot be approved by the DWQ unless and until the facility is in compliance with the
permit.
Signa ure: Ajell, At'-4 Date: (7 ,-73 li 3
I, JLZL6A �q , a Notary Public for��6ta#e ��E
uV �w , County of ��QVJ CAJO O!/ , do r eb�tigep
l rtify that
2 3 2013
Grey- personally appeared before me is
IA day of Pr�'1�j Pih , 20 , and acknowledge the due e%cu1b o t�hp,___
for ing instrumen itne my hand and official seal, #4Notary Seal)
No Signature b1S �.` "'may
�q C(irnm v �pTAq y S Z
Z w
SSW N/O Change Rev24Sept2012 Page 2 of 4 ZZt s� Atmuc, r 2

V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
I, , hereby notify the DWQ that I have acquired
through sale, lease or legal transfer, the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system.
acknowledge and attest that I have received a copy of: (check all that apply to this permit)
Hthe most recent permit
the designer's certification for each BMP
❑ any recorded deed restrictions, covenants, or easements
❑ the DWQ approved plans and/or approved as-built plans
❑ the approved operation and maintenance agreement
epast maintenance records from the previous permittee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans. I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement. I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not included, this application package will be returned as incomplete.
Signature: Date:
a Notary Public for the State of
County of , do hereby certify that
personally appeared before me this the
_ day of , 20 , and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
Notary Signature (Notary Seal)
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document. Both the lessee/developer and the property
owner will appear on the permit as permittees.
EeFiVE
9
SEP 2 3 2013
SSW N/O Change Rev24Sept2012 Page 3 of 4 BY:

VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections 11 and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form:
Printed Name:
Organization:
Title within the Organization:
Street Address:
City: State: Zip:
Mailing Address:
(if different from street address)
City: State: Zip:
Phone: Fax:
Email:
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop and/or, lease the property. A copy
of the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal.
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and I will therefore share responsibility for
compliance with the DWQ Stormwater permit. As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the property. I understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
(NCGS) 143-215.1, and may result in appropriate enforcement action including the assessment of
civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature of the property owner Date:
a Notary Public for the State of
County of , do hereby certify that
personally appeared before me this the
day of , 20 , and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
Notary Signature (Notary Seal)
ECEIVE
SEP 2 3 2013
SSW N/O Change Rev24Sept2012 Page 4 of 4
lay.

We'd
To all,whom these preLents sh- alil mne, -G:meetings;
Elaine F. Marshall, Secretavy of State of the Stat-t; of North.Carolina, do hereby -eTtipf
the following and hereto attached to be a true copy of
APPLICATION FOR CERTIFICATE OF AUTHORITY
OF
CXA-10 CORPORATION
the original of which was filed in this office on the l3th day of July,2012.
rNR SEP 2 3 2013
zim Y
fic
IN WITNESS WHEREOF,I have hereunto set my
W 10 hand and affixed my official seal at the City of
% Raleigh,this l3th day of July,2012.
"Fa. Scan to verify online.
Certificatiod C201219100323-1 Refeience#C201219100323-1 Page:I of 5 Secretary of State
Verify this certificate online at www,secretary.state.ne.usNerification

h _
.�,'U4t:►:93.3 t:9%J;i'?"1 `^�'+ („� .=3•�QG :'-C1;�rgf�a
P.r,lrm 13597
CERTM,LATE OF MERGER
he undersigned, as Secretary of State of Texas,hereby certifies that a filing instrument merging
CXA-1 Corporation
Domestic For-Profit Corporation
[File'Number: 801162716]
CXA-5 Corporation
Domestic For-Profit Corporation
[File Number:801162727]
Into
CXA-10 Corporation
Domestic For-Profit Corporation
[File Number: 801162740]
has been received in this office and has been found to conform to law.
Accordingly, the undersigned, as Secretary of State, and by the virtue of the authority vested in the
secretary by law, hereby issues this certificate evidencing the acceptance and filing of the merger on
the date shown below.
Dated: 06/29/2012
Effective:07/02/2012 12:01 am
E 0
OD Hope Andrade
Secreta 7pf S,t� .sue
A(X I # �=
4"•�f #�k;ilk Come visit us on the internet at htlp://wwr� "s-stutetx.us/ v�rl��� c
Phone:[phone] Fax:[phone] Dial:7-1-1 for Relay Services
Prepared by:Lisa Jones TID: 10343 Document 428339800002

a !
r1?.:-.•.�"1.iJ.i6�l��i-:.SY1�37 ��0���'�31�i1:
of 79
z�'��.,- COR:�OIir•1TI[,3^� � � .,:��' �+i.
INTO
-CXA-:10 CORPORATION
The undersigned corporations DO HEREBY CERTIFY:
FIRST: That the names and states of incorporation of each of the domestic for-profit
corporations that are parties to the merger are as follows:
NAME STATE OF INCORPORATION
CXA-1 Corporation 'Texas
CXA-5 Corporation Texas
CXA-10 Corporation Texas
SECOND: That an Agreement and Plan of Merger has been approved as required by the
laws of the jurisdiction of formation of each organization that is a party to the merger and by the
governing documents of those organizations.
THIRD: That the name of the sole surviving corporation of the merger is CXA-10
Corporation.
FOURTH: That the certificate of formation of CXA-10 Corporation,a Texas for-profit
corporation, which is surviving the merger, shall continue in full force and effect as the
certificate of formation of the surviving corporation. No amendments to the certificate of
formation are desired to be effected by the merger.
FIFTH: That the executed Agreement and Plan of Merger is on file at the principal
place of business of the surviving corporation,the address of which is 5000 Legacy Drive,Plano,
Texas 75024.
SIXTH: That a copy of the Agreement and Plan of Merger will be on written request
furnished by the surviving corporation, without cost,to any owner of any corporation that is a
party to the Agreement and Plan of Merger.
SEVENTH: That in lieu of providing the certificate from. the Comptroller of Public
Accounts that all taxes under title 2. Tax Code, have been paid, the surviving corporation
assumes and shall be liable for the payment of the required franchise-taxes of the non-surviving
corporations and the filing of all required franchise tax returns.
C'ry y,
10256A[)O794 EMF US 40201967v2
3

HIGIME.- That this do-ament b xomes afem--ivo,at a lew dam,v;ywh i$not M.0r,eran
ninety (90) days from the date off signing. Th.- ceayed effecr&)e daae is et 12.01 a.m. (Cep rat
Time)on July 2,2012.
Dated: June�;'2012.
CXA-1 CORPORATION
(a Texas corporation)
By:
G
Name: Jacbb Merslc
Title: fraddyIL—
CXA-5 CORPORATION
(a Texas corporation)
By:
Q...'e, *,e �
Nam-it CIL&Yler
Title. nt
CXA-10 CORPORATION
(a Texas corporation)
y5� By:
Name rQJacobcge-rneeer
Title: xient
-� .V
i DT2
70?.56.000794 6MP„]JS 4071p1767v2
+•'ZW 4"tj fi'119.1:�§4'�ci�9+i Ry6��.

f
00c)
Lewis,Linda
From: Gene Strader[[e-mail]]
Sent: Thursday, September 19, 2013 9:19 AM
To: Lewis,Linda; 'Steve Morrison'
Subject: RE: Watermark Marina SW8 000408
Attachments: CXA-5 to CXA-10.pdf
Ms Lewis:
This is to address questions/concerns regarding the email below.
am the local representative for CXA-10 and attended the meeting with Steve Morrison.
The property originally owned by CXA-5 merged with CXA-10 but is still the same owners. Please see attached
Document regarding the merger.
The only thing that has changed from the pre-application meeting is Lewis Zwick has been replaced and now Jennifer
Chandler is the contact of record for this application.
I hope this has addressed any concerns you may have.
Should you have further,please contact me
Thank you for your time.
Gene Strader
Gene Strader,CCIM CMM
910-509-1942 Office
910-509-0211 Fax
[e-mail]
Certified Commercial Investment Member
<� Certified Marina Manager
From: Lewis,Linda
Sent: Wednesday, September 18, 2013 5:36 PM
To: Mairs, Robb L
Cc: Huggett, Doug; Scott, Georgette
Subject: Watermark Marina SW8 000408
All:
The currently proposed activity under the CAMA application is only to extend the pier. Watermark Marina has a
stormwater permit, but because this proposed pier project is completely over the water, no new or modified
stormwater permit is needed.
i

However, I do note that the CAMA application was submitted in the name of Lewis Zwick, CXA-10 Corporation.
Please note that the stormwater permit was transferred to James Erwin, CXA-5 Corporation. I don't know if
there has been an ownership change, or if it's just a name change, but the ownership difference should be
investigated and considered.
Thanks.
Linda Lewis
NC Division of Energy,Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
2

� '•''k'`y 'D!'*
+-+,a_____..�sar• .s+.+._��au•.•.s.auaw amm®na.r...�aureaa�es...- vsays ..r wr a.sm�.�•e.+.m....+.w.e
To ail,whom these presents shall come, M—eetingse
Elaine F. Marshall, Secretary of Mate of the State of North Carolina, do lureby ce-ify
the following and hereto attached to be a true copy of
APPLICATION FOR CERTIFICATE OF AUTHORITY
OF
CXA-10 CORPORATION
the original of which was filed in this office on the 13th day of July, 2012.
t .a _• ... • c r
6 yJ.if#ply
IN WUNESS WHEREOF,I have hereunto set my
- hand and affixed my official seal at the City of
Raleigh,this 13th day of July,2012.
Scan to vertiy online.
Cert&adon#C201219100323-1 Reference#C201219100323-1 Page:1 of 5 Secretary of State
Verity this certificate online at www.secretary.etate w.rw/vedneation

Ccrpoivio:s Sea:i:-s
P.r.Bcx 13697 � y 3=ec8ru d 5M
4
fiTrIen d tht S Der BtATY Of Ste te
CERTIFICATE OF MERGER
The undersigned, as Secretary of State of Texas,hereby certifies that a filing instrument merging
CXA-1 Corporation
Domestic For-Profit Corporation
[File Number: 801162716)
CXA-5 Corporation
Domestic For-Profit Corporation
[File Number. 801162727]
Into
CXA-10 Corporation
Domestic For-Profit Corporation
[File Number. 801162740]
has been received in this office and has been found to conform to law.
Accordingly, the undersigned, as Secretary of State, and by the virtue of the authority vested in the
secretary by law, hereby issues this certificate evidencing the acceptance and filing of the meager on
the date shown below.
Dated: 06/29/2012
Effective:07/02/2012 12:01 am
E O
(4 '004�
Hope Andrade
Secretar�S�te.. .
V e
AUC. I
Came veset a on the!Hearne are we
Phone:[phone] Pax:[phone] Dial:7-I-1 for Relay Services
Prepared by:Lisa Jones T1D: 10343 Document 428339800002

Sys
y eNkelry or 5T-4 : of To.txf
D7
. -1 Ct3I1PDP�.TI ON a;
4..r�E�- ••�'O�C��i.'3•T.���'.'`j �' �3y+fi�lt?�?�:�d�iX:t�l.
INTO
'CXA-1 D COR [)RAT1DN
The undersigned corporations DO HERMY CERTIIy:
FIRST: That the names and states of incorporation of each of the domestic for-profit
corporations that are parties to the merger are as follows:
STATE OF=9RPORATION
CXA-1 Corporation Texas
CXA-5 Corporation Texas
CXA-10 Corporation Texas
SECOND: That an Agreement and Plan of Merger has been approved as required by the
laws of the Jurisdiction of formation of each organization that is a pasts to the merger and by the
governing documents of those organizations.
THIRD: That the na of the sole surviving corporation of the merger is CXA-10
Corporation.
FOURTH: That the certificate of formation of CXA-10 Corporation,a Texas for-profit
corporation, which is surviving the merger, shall continue in full force and effect as the
certificate of formation of the surviving corporation. No amendments to the certificate of
formation are desired to be effected by the merger.
FIFTH: That the executed Agreement and Plan of Merger is on file at the principal
place of business of the surviving corporation,the address of which is 6000 Legacy Drive,Plano,
Texas 75024.
SIXTH: That a copy of the Agreement and Plan of Merger will be on written request
furnished by the surviving corporation, without cost, to any owner of any corporation that is a
party to the Agreement and Plan of Merger.
SEVENTH: That in lieu of providing the certificate from the Comptroller of Public
Accounts that all taxes under title 2, Tax Code, have been paid, the surviving corporation
assumes and shall be liable for the payment of the required franchise taxes of the non-surviving
corporations and the filing of all required franchise tax returns.
r'•' �.. V.. a
AUG i

EIGHT-H.- That this document beco nea ar-F-Awtive at a later daw,Much U not morr thm
uIvety (90) days V rr_the date of sip!ing. lb-- delayed effective daw is at 12:01 a.m. (+'.ca.,a'
Time)on July 2,2012.
Dated, Juae--'f�,"2012.
CXA-1 CORPORATION
(a Texas corporation)
By: S;—�
Dame: Ja&b
Title: 'de
CXA 5 CORPORATION
(a Texas cmPoration)
RY:
la=-
Tide:
CXA-1O CORPORATION
(a Texas tion)
Y By:
Nam(Jacob Eigim—
Title- dent
Pr
7M.OWn4 EW-Ua 4=1767t2 2 AM i AW
Wi W014 'f"'o#A.. INC

Lewis,Linda
From: Lewis,Linda
Sent: Wednesday, September 18, 2013 5:36 PM
To: Mairs, Robb L
Cc: Huggett, Doug; Scott, Georgette
Subject: Watermark Marina SW8 00040.8
All:
The currently proposed activity under the CAMA application is only to extend the pier. Watermark Marina has a
stormwater permit, but because this proposed pier project is completely over the water, no new or modified
stormwater permit is needed.
However, I do note that the CAMA application was submitted in the name of Lewis Zwick, CXA-10 Corporation.
Please note that the stormwater permit was transferred to James Erwin, CXA-5 Corporation. I don't know if
there has been an ownership change, or if it's just a name change, but the ownership difference should be
investigated and considered.
Thanks.
Linda Lewis
NC Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
1

Lewis,Linda
From: Lewis,Linda
Sent: Wednesday, September 18, 2013 5:36 PM
To: Mairs, Robb L
CC- Huggett, Doug; Scott, Georgette
Subject: Watermark Marina SW8 000408
All:
The currently proposed activity under the CAMA application is only to extend the pier. Watermark Marina has a
stormwater permit, but because this proposed pier project is completely over the water, no new or modified
stormwater permit is needed.
However, I do note that the CAMA application was submitted in the name of Lewis Zwick, CXA-10 Corporation.
Please note that the stormwater permit was transferred to James Erwin, CXA-5 Corporation. I don't know if
there has been an ownership change, or if it's just a name change, but the ownership difference should be
investigated and considered.
Thanks.
Linda Lewis
NC Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington,NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
1

IRA
NCDEhI.
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Pat McCrory Braxton C.Davis John E.Sharla, III
Governor Director Secretary
September 3, 2013 t
ECEIVE
MEMORANDUM:
SEP 0 3 2013
TO: Georgette Scott gy:
Stormwater Section
DEMLR - WiRO
FROM: Doug Huggett, NC DENR-DCM Major Permits Co
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA Permit Application Review
Applicant: CXA-10 Corporation (Watermark Marina 66-01 MM)
Project Location: 4114 River Road, adjacent to the Cape Fear I Liver, in Wilm., New Hanover CO.
Proposed Project: to construct a forklift launch & retrieve pier for the existing dry-stack storage facility
Please indicate below your agency's position or viewpoint on the proposed project and return this
form to Dou4 Hu- ciett at the address above by September 27, 2013. If you have any questions
regarding the proposed project, contact Robb Mairs at [phone], when appropriate, in-depth
comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNE 9 DATE :3
127 Cardinal Drive Ext.,Wilmington,NC 28405
Phone:[phone] FAX:[phone] Internet:tmv..nccoastalmaraaement.net
An Equal Opportunity 11 Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: CXA-10 Corporation c/o Lewis Zwick
PROJECT NAME: Watermark Marina Major Modification State Permit No. 66-01
2. LOCATION OF PROJECT SITE:4114 River Road, adjacent to the Cape Fear River,Wilmington,in
New Hanover County.
Photo Index-2006: 204=6653: K-P, 8-9 2000: 204-206: K-P, 7-8 1995: 14-147: D-J, 17-18
State Plane Coordinates -X: 2319995 Y: 151025 Rover File—0-082613A
Lat: 34009'37.04149"N Long: 77156'32.14349"W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit—08/26/2013
Was Applicant Present— No
5. PROCESSING PROCEDURE: Application Received—08/22/2013 (completed)
Office—Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan -Wilmington/New Hanover County
Land Classification From LUP—Conservation, Limited Transition
(B) AEC(s) Involved: PT, EW
(C) Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing—Municipal (CFPUA)
Planned— N/A
(F) Type of Structures: Existing — Dry-stack building, storage buildings, timber-bridge,
clubhouse, parking areas, stormwater pond, above ground storage fuel tank, forklift pier,
pedestrian access pier, platform, floating docks and channel markers.
Planned—Proposed new forklift pier, platform and transient floating
docks
(G) Estimated Annual Rate of Erosion: N/A
Source- N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A)Vegetated Wetlands—
(B) Non-Vegetated Wetlands—Open 51,973 sq. ft.
Water _T T (incorporated)
L(c—)-2!her—High Ground
(D) Total Area Disturbed: 5 1,973 sq. ft. (1.19 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SC Open: Closed
8. PROJECT SUMMARY: The applicant proposes to construct an extension of an existing forklift
launch and retrieval pier with transient floating docks associated with an existing dry-stack
marina facility into deeper water of the Cape Fear River.

CXA-10 Corporation c/o Lewis Zwick(Watermark Marina)
Page Two
9. SITE DESCRIPTION:
The project is located on the east bank of the Cape Fear River, on the west side of River Road(SR
1100), approximately 2 miles south of the N.C. State Ports Authority(NCSPA), in Wilmington,New
Hanover County. To locate the project location, travel west on Shipyard Blvd. until you reach the
entrance to the NCSPA.Turn left onto River Road and travel approximately 2.3 miles south until you
reach the property of interest,which will be located on the right hand side.The property is bounded
by Barnards Creek to the south, and the Cape Fear River to the west. The property is locally zoned
Industry and is bordered to the north by this type of existing land-use.The 11.9 acre tract is roughly
triangular, with approximately 1,000'of frontage on the river. Its eastern property line is
approximately 200' off River Road, but includes an easement, 200' in length by 50' in width to
provide access from River Road.The property varies in depth from 600'(south side)to 1,200'(north
side).The property ranges in elevation from 0'to+10'above normal high water(NHW). Historically,
the tract had been used as a sand borrow pit, removing much of the natural elevation of the site.
After exhausting the sand in the upper layers of the soil, the property was apparently used as a
dump site and was littered with old tires and other refuse.
Existing structures on the property currently consists of a full service 430 slip dry-stack marina
building, storage units, timber bridge, marina clubhouse, parking areas, stormwater pond, 10,000
gallons above ground storage fuel tank with fuel dispensers, forklift pier with a pedestrian access
pier,fixed platform,floating docks, a marine pump-out facility and channel markers.State Permit No.
66-01 was originally issued to a previous property owner(Barnards Creek, LLC)on May 29,2001 for
the commercial dry-stack marina facility on the property. State Permit No. 66-01 was transferred to
Watermark Marina of Wilmington on July 12, 2005 and was modified on August 22,2005 and again
on October 23, 2006. State Permit No. 66-01 was renewed on March 28, 2007 and was due to
expire on December 31, 2008. State Permit No. 66-01 was then transferred to CXA-5 Corporation
on August 9,2010.State Permit No.66-01 was then transferred CXA-10 Corporation(current owner
and applicant)on October 16, 2012. State Permit No.66-01 is due to expire on December 31,2013,
which was subject to extension by the Session Law 2009-406, and as amended by Session Law
2010-177, the Permit Extension Act.
High ground vegetation at the site consists of Live Oak, Laurel Oak, Magnolia, Pine, Cypress and
Cedar trees. Understory vegetation consists of Red Cedar, Wax Myrtle and Marsh Elder.The tract
exhibits borders of coastal wetlands along the river(west)and the adjacent Barnards Creek(south).
These tidal wetlands are predominantly Giant Cordgrass (Spartina cynocoroides), Smooth
Cordgrass (Spartina alterniflora), Sawgrass (Cladium, spp.), Cat-tail (Typha, spp) and Bulrush
(Scirpus, spp.). Non-tidal wetlands on the site appear to be §404 type wetlands regulated by the
U.S. Army Corps of Engineers (USACE). These areas include a narrow hardwood wetland drain
which appears to run through an access easement on the east side of the property and connects to
Barnards Creek.
The waters of the Cape Fear River (in the vicinity of the project) are classified SC, by the N.C.
Division of Water Resources. The area is designated as a Primary Nursery Area (PNA), by the
N.C. Division of Marine Fisheries and these waters are CLOSED to the harvesting of shellfish.The
Wilmington-New Hanover County Land Use Plan 2006 Update classifies the area as Conservation.
It should be noted that the island directly across from the project site is known as Island 13,which
was used as a mitigation site for impacts to PNA by the Wilmington Harbor deepening project.The
distance between the project site and Island 13 is approximately 2,686'across.The waterward limits
of the authorized facility under State Permit No. 66-01 were limited to the %distance rule,which is
approximately 672'. However,the application indicates that the existing facility currently extends only
approximately 540'into the waterbody,which is approximately 132'landward of the%distance rule.

CXA-10 Corporation c/o Lewis Zwick(Watermark Marina)
Page Three
The original application of State Permit No. 66-01 in April 2001 indicated existing water depth of
-3.112'@"low water"in the location of the proposed forklift launch area. Based on historical aerial
photography review, the 2000 aerial photograph depicts a"allow water depths in the project area.
This application indicates that based on the latest hydrographic survey conducted in 2010 the
existing water depth in the location of the existing launch and retrieval pier is<-1.0'relative to mean
low water(ML.W). The federally maintained Cape Fear River channel in the vicinity of the existing
launch and retrieval pier is approximately 4,790'southwest of the outeredge of marsh at the existing
launch and retrieval pier(See Sheet 1, 2, 5, 6 and 7 of 7 and Project Narrative).
PROPOSED PROJECT:
The applicant proposes to construct an extension of an existing forklift launch and retrieval pierwith
transient floating docks associated with an existing dry-stack marina facility into deeperwater of the
Cape Fear River.A new irregular shaped fixed platform with dimensions ranging from approximately
44' to 77' in length by 36' to 61' in width would be constructed and located on the northern side of
the existing forklift launch and retrieval platform.A new forklift pier, measuring approximately 1,031'
in length by 23.5'in width along with a new pedestrian access pier, measuring approximately 1,186'
in length by 13' in width would extend side-by-side to each other towards the west into the Cape
Fear River. These piers would terminate onto a fixed platform, measuring approximately 66' in
length by 66' in width. Access ramps would lead onto two (2) floating docks, each measuring
approximately 180'in length by 10'in width,which would extend towards the northern and southern
side of the fixed platform, These floating docks would run parallel to the channel and shoreline
creating a "T-head° configuration. According to the application package, the proposed extension
would locate the terminal end of the new fixed forklift launch and retrieval pier and floating docks to
the-6'@ MLW contour in the back channel between Island 13 and the existing launch and retrieval
pier.Approximately 720 linear feet(potentially 29 wet slips)of side-to dockage would be associated
with proposed forklift marina facility,which the application states would be for temporary tie up only.
The floating docks associated with the existing launch and retrieval pier currently could potentially
provide up 29 side-to dockage. The application states that the proposed new extension would
provide adequate water depths for the launch and retrieval of clientele vessels at lower stages of the
tidal cycle,which is currently not practical at the existing facility.The application also states that only
20 of the 430 slips within the dry-stack manna building are currently being utilized (See Sheets 1
through 7 of 7 and Project Narrative).
The application does not propose additional high ground development in this modification request to
State Permit No. 66-01. Please find below, a list of previous authorizations received to date
includes: NC Division of Water Resources—Stormwater Permit#SW8000408 US Army Corp of
Engineers—Action ID SAW-2000-01574.
10.ANTICIPATED IMPACTS:
The proposed extension of the existing launch and retrieval pier would incorporate an additional
approximately 51,973 sq. ft. of Estuarine Waters and Public Trust Areas.The structures would not
encroach into the adjacent 15' riparian corridor setback requirement. The proposed facility would
extend approximately 1,424' into a waterbody measuring approximately 2,686 across. The
proposed structures would extend approximately 1/2 the distance of the adjacent waterbody,
exceeding the 1/4 distance rule of the waterbody. Based on provided water depths the extension
would only gain -6' @ MLW for the proposed total distance of 1,424' into the adjacent waterbody.
The proposed structures would not encroach into the USACE navigation channel setback. Minor
turbidity increases should be expected during the construction process.
Submitted by: Robb L. Mairs Date: 09/03/2013 Office: Wilmington

Project Narrative
Major Modification to CAMA Permit#66-01
Watermark Marina ,
New Hanover County,North Carolina
CXA-10 Corporation,Applicant
August 20, 2013
Introduction
This Major Modification is proposed to extend the existing launch and retrieval pier at
Watermark Marina in order to provide for adequate water depths for operations
throughout the tidal range. Watermark Marina features a dry storage facility for boaters
with forklift transport to and from the Cape Fear River. Currently, water depths are
inadequate for navigation at the end of the launching pier during a significant portion of
the tidal cycle. This condition limits boating access to the river to higher tide stages and
produces a major inconvenience to dry storage space holders and day customers arriving
with trailered boats for launch. This impact to operations severely limits the ability to
market the dry slips and to reach the marina's full potential in serving as an access point
to the river.
Existing Conditions
Waters of the Cape Fear River in the vicinity of Watermark Marina are classified as SC
by the NC Division of Water Quality (DWQ). SC waters are tidal salt waters with "best
usage" described as "aquatic life propagation and survival, fishing, wildlife and
secondary recreation". The NC Division of Marine Fisheries (DMF) has classified the
marshes and bottom areas in this location as Primary Nursery Area(PNA). DMF defines
Primary Nursery Areas as "those areas in the estuarine system where initial post-larval
development takes place. These areas are usually located in the uppermost sections of a
system where populations are uniformly very early juveniles."
The federally maintained Cape Fear River channel is approximately 4790 feet southwest
of the outer edge of the marsh at the existing launch pier. Several small islands created
from dredge disposal activities associated with river channel maintenance exist between
the federally maintained navigation channel and the Watermark Marina shoreline. The
primary island known as Island 13 was used as a mitigation site for impacts to PNA by
the Wilmington Harbor deepening project. Approximately 30 upland acres of the dredged
material disposal site were excavated and graded to wetland and tidal elevations then
planted with marsh plant species. The presence of these small islands creates an "inner"
or back channel, offshore of the marina launch pier, separated from the main navigation
channel of the Cape Fear River by the disposal islands. The —540' marina launch pier is
located within a 1025 foot deep shoreline indentation representing a peculiar topographic
disadvantage in accessing this back channel in light.of existing pier length rules. Water
RECEIVED

depths within this shoreline indentation are very shallow. The latest hydrographic survey
indicates water depths of less than 1' mlw at the end of the existing launching pier.
Proposed Project
In order to provide adequate water depths for the launch and retrieval of clientele boats at
lower stages of the tidal cycle, the applicant proposes to construct an extension of the
existing launch pier in a northwesterly direction out to the -6' mlw contour of the subject
back channel. The outer edge of the structure will be —1,424' from the outer edge of the
marsh. While remaining out of the deeper portion of the channel for purposes of
navigation safety, the position of the extended pier will facilitate a continuous ability to
serve the boating public accessing the river while minimizing any potential for
disturbance of sensitive PNA bottom. The end of the proposed pier extension will feature
two floating docks in a "T" alignment extending parallel to the channel in opposite
directions. This orientation along the channel minimizes the broadside exposure of the
single file floating dock pilings to the ebb and flow currents and aids boat maneuvering
while docking. The floating docks will be used as temporary tie-up locations for boaters
leaving and returning to the facility. Hinged ramps will provide access from the elevated
pier to the floating docks. No additional fueling dispensers will be installed. The divided
pedestrian/cart boardwalk will also be extended to the end of the launch pier for safe
separation from the forklift travel lane.
There is a 10,000 gallon above ground fuel storage tank located on uplands adjacent to
the forklift pier. A fuel dispenser with an emergency shut-off valve is located on the
existing forklift platform. The fuel dispenser and tank are currently not operational. It is
the marina's policy to allow no overboard discharge of waste. There is a holding tank
pumpout station currently located on the southern-most temporary tie-up dock which will
continue to service the marina facility.
Navigation
As stated, the existing launch pier is sited on a back channel of the river separated by
small islands from the main channel of the river. The back channel joins the main run of
the river approximately 4,000' southwest and 5,500' northwest of the pier site. The next
significant structure in the water to the north is beyond the point where the back channel
joins the main river channel. This structure is an industrial offloading conveyor system
for bulk gypsum arriving by ship. The structure extends approximately 1,565' beyond the
outer edge of the marsh, or over half the width of the river which is approximately 3,048'
wide in that location.
Virtually all of the river traffic between Wilmington and the Atlantic Intracoastal
Waterway and the mouth of the Cape Fear at the Atlantic Ocean utilizes the main
shipping channel. The primary navigation usage of the subject back channel is associated
with boat launching and retrieval from Watermark Marina and an unknown amount of
occasional fishermen and pleasure boaters that have local knowledge of navigable areas
outside of the shipping channel. The navigation aid pilings at Watermark Marina serve to
guide launched boats to the deeper water of the back channel over 1,100' offshore before
turning north or south. As discussed, the outer limit of the proposed launc41pj Sigg i

is 1,424'offshore. The total width of the water body at this location (marsh to marsh) is
2,686'.
In general, the current Division of Coastal Management (DCM) rules limit the length of
docks and piers such that they not extend beyond any established pier length, not extend
into the channel portion of the water body and not extend more than 1/4 the width of the
water body.
There is no established pier length for this area of shoreline on the river. The nearest pier
to the south is approximately 3.13 miles from the subject launch pier site. The nearest
pier to the north is the 1,565'-long conveyor system structure approximately 1.1 miles
from the marina,site.
The "channel" portion of the water body is interpreted as the deepest (most navigable)
part of the water body cross section. Water depths across the back channel near the
launch pier site reach to more than -8' MLW. If the -7' MLW contour is used to define
the channel portion of the water body, the edge will be located more than 60' beyond the
end of the extended launch pier. The total width of the -7' MLW or deeper channel
portion of the water body ranges from approximately 230' to 350' wide in this location.
One of the primary justifications for the 1/4 width of the water body pier and dock
limitation is to preserve a significant portion of the water body for public navigation
purposes. The 1/4 rule assumes piers could extend to the full 1/4 distance from opposite
shorelines. However, in this instance, the opposite shoreline as described above is made
up of small islands having been created and controlled by the Corps of Engineers and not
subject to development. Therefore,there is no likelihood that a pier will ever extend from
the opposing shoreline. The total width of the water body (outer marsh edge to outer
marsh edge) in this location is 2,686'. With the proposed launch pier extension, a 1,262'
width of open water containing the deepest section of the water body will remain for
navigation. The applicant will install reflectors on the pilings of the floating docks and
fixed pier for increased visibility during low light conditions and adhere to any additional
navigational requirements as may be imposed by the Coast Guard.
Project History
CAMA Major Permit #66-01 was issued to Barnards Creek, LLC in 2001 for the
construction of an elevated pier,walkway and two finger docks. The permit was renewed
on December 3, 2004. The permit was transferred to Watermark Marina of Wilmington,
LLC on July 12, 2005. A Minor Modification to CAMA Major Permit 466-01 was
issued on August 22, 2005 and October 23, 2006. The permit was renewed on March 28,
2007 and transferred to CXA-5 Corporation on August 9, 2010. On October 16,2012 the
permit was transferred from CXA-5 Corporation to CXA-10 Corporation (current
applicant).
The waterward limit of the existing structure falls short of the 1/4 waterbody 'limit of the
subject back channel. Watermark Marina has transferred ownership/management a
number of times since the initial construction of the existing forklift pier and floating
e

docks. While there is no definitive answer, it is assumed that the original
applicant/owner did not maximize the full extent of the 1/4 waterbody distance at the time
of permitting due to the costs associated with construction of the heavy-plank wharf pier
which may have represented a financial limitation.
The existing dry storage facility has a total capacity of 430 dry slips. There are currently
20 dry slips being utilized on the property. The low percentage of dry slips currently in
use in comparison to the maximum capacity of the facility reflects the limited potential of
the facility and results in an economic hardship for the current owner.
A scoping meeting was held on June 13, 2013 to discuss the project modifications. The
project as proposed is consistent with the local zoning. A Special Use Permit will not be
required for the proposed modification. A 112 slip community residential marina and
commercial dry storage facility with a capacity of 80 dry slips were permitted to the
south of Watermark Marina in 2007.
As previously mentioned, the applicant proposes to construct an extension of the existing
launch pier in a northwesterly direction out to the -6' mlw contour of the subject back
channel. Staff from LMG completed a NCDENR-WiRO file review of six dry storage
facilities in New Hanover and Brunswick County on June 27, 2013 as a means of
comparison of permitted water depths for similar facilities. Water depth information
obtained during file review includes the following;
Marina Permitted Water Depth Coun
Masonboro Yacht Club and Marina -6' to -8' MLW New Hanover
Inlet Watch -5' to -8' MLW New Hanover
Bradley Creek Marina -5' MLW New Hanover
Atlantic Marine -6' MLW New Hanover
Wilmington Marine Center -8' MLW New Hanover
Southport Marina -6' MLW Brunswick
A review of the files for these dry storage facilities indicates that a requested depth of-6'
mlw for boat forklift launch and retrieval operations is consistent with the permitted
facilities in this region.
E,OEI ED
DDAI V�IVOINGTON, NC
A ! . � 2013

gem YP-1
APPLICATION for
major Development Permit
(last revised 92/27/f1B) 9-1
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/Landowner Information
Business Name Project Name(if appli t
CXA-10 Corporation Watermark Marina rmbp �j ,!
Applicant 1: First Name MI Last Name
Lewis Zwick
Applicant 2: First Name MI Last Name
NA
If additional applicants,please attach an additional page(s)with names listed.
Mailing Address PO Box City State
6000 Legacy Drive NA Plano TX
ZIP Country Phone No. FAX No.
75024 USA - - ext. - -
Street Address(If different from above) City State ZIP
NA -
Email
2. Agent(Contractor Information
Business Name
Land Management Group, Inc
Agent/Contractor 1: First Name MI Last Name
Steve Morrison
Agent/Contractor 2: First Name MI Last Name
Mailing Address PO Box City State
3805 Wrightsville Avenue,Suite 15 NA Wilmington NC
ZIP Phone No. 1 Phone No. 2
28403 910-452-0001 ext. NA- ext.
FAX No. Contractor#
910 452 0060 NA
Street Address(if different from above) City State ZIP
NA
Email'
[e-mail]
f E;C" IV Y
<Form continues on backer -)CMr ,Vil 1MIN ,' ON, IN(
l 2?52-15Q8-2900 *-8139-4RCOAST www.nceaustalmatingemaent.net

Form DCM MP-1 (Page 2 of 4) APPLICATION for
Major Development Permit
3. Project Location
County(can be multiple) Street Address State Rd.#
New Hanover 4114 River Road 1100
Subdivision Name City State Zip
NA Wilmington NC 28412-
Phone No. Lot No.(s) (if many,attach additional page with list)
NA- - ext. NA, I ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Cape Fear Cape Fear River
c. Is the water body identified in(b)above,natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown Cape Fear River
e. Is proposed work within city limits or planning jurisdiction? f. If applicable,fist the planning jurisdiction or city limit the proposed
®Yes ❑No work falls within.
City of Wilmington
4. Site Description
a. Total length of shoreline on the tract(ft) b. Size of entire tract(sq.ft.)
4,093 linear ft 1,760,252.56
c. Size of individual lot(s) d. Approximate elevation of tract above NHW(normal high water)or
NA, I I
NWL(normal water level)
(If many lot sizes,please attach additional page with a list) 0'-10, ®NHW or❑NWL
e. Vegetation on tract
Salt marsh vegetation, native trees and shrubs,ornamental landscaping.
f. Man-made features and uses now on tract
Watermark Marina presently features a dry storage facility for boat and vehicular storage,forklift and pedestrian access
piers,temporary floating docks and a clubhouse with a swimming pool. There is a 10,000 gallon above-ground,double
walled fuel tank located on uplands adjacent to the forklift pier and a fuel dispenser located on the existing forklift landing,
however,fuel service is currently not operational.
g. Identify and describe the existing land uses adjacent to the proposed project site.
Barnards Creek is located to the south of Watermark Marina,commercial/industrial properties are located to the north and
properties to the east of River Road are residential.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
1-2 Industrial District (Attach zoning compliance certificate,if applicable)
®Yes []No ❑NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k. Hasa professional archaeological assessment been done for the tract? If yes,attach a copy. ®Yes []No ❑NA
If yes,by whom? Brockington and Associates, Inc
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ❑No ®NA
National Register listed or eligible property?
!'lCf1.'I 1Ai?I_i�''li��i d�LJ�V, NC
<Form continues on next page>
AUG *: 110913
252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.net

Form DCM MP-1 (Page 3 of 4) APPLICATION for
Major Development Permit
m. (1) Are there wetlands on the site? ®Yes []No
(i7 Are there coastal wetlands on the site? ®Yes ❑No
(iii)If yes to either(i)or(ii)above,has a delineation been conducted? ®Yes []No
(Attach documentation,ifavadabie)
n. Describe existing wastewater treatment facilfties.
Cape Fear Public Utility Authority
o. Describe existing drinking water supply source.
Cape Fear Public Utility Authority
p. Describe existing storm water management or treatment systems.
Existing Stormwater Retention Basin
5.Activities and Impacts
a. Will the project be for commercial,public,or private use? ®Commercial ❑Public/Government
❑Private/Community
b. Give a brief description of purpose,use,and daily operations of the project when complete.
The purpose of the proposed project is to extend the existing forklifttpedestrian pier out to deeper water depths and add
additional temporary side-to dockage.
c. Describe the proposed construction methodology,types of construction equipment to be used during construction,the number of each type
of equipment and where it is to be stored.
Standard marine construction methods and equipment will be used for the construction of the forklift pier, pedestrian access
pier and floating docks.
d. Ust all development activities you propose_
Extension of a previously permitted forklift pier and pedestrian access pier,construction of associated temporary side-to
dockage.
e. Are the proposed activities maintenance of an existing project,new work,or both? new work
f. What is the approximate total disturbed land area resulting from the proposed project? The modification request proposes no
change to the disturbed land area.
❑Sq.Ft or[]Acres
g. Will the proposed project encroach on any public easement,public accessway or other area []Yes []No ®NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
No new discharges are proposed with this application.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
if yes,will this discharged water be of the same salinity as the receiving water? []Yes ❑No UNA
j. Is there any mitigation proposed? []Yes []No ®NA
If yes,attach a mitigation proposal.
Nr-
<Forrn continues on trucks
252-808-2808 .. 1-888-4RCOAST www.necoastalmanagement.net

Form DCM MP-1 (Page 4 of 4) APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form,(MP-1)the following items below,if applicable,must be submitted in order for the application
package to be complete. Items(a)—(f)are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative.
b. An accurate,dated work plat(including plan view and cross-sectional drawings)drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work,clearly indicate on maps,plats,drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed(with state application only)or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. 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.
Name Stovall Emmet C Irrevocable Trust c/o Coleman Commercial PR Phone No.NA
Address 1508 Military Cutoff Road 304 Wilmington,NC 28403
Name City Of Wilmington Go Engineering Division Phone No.NA
Address PO Box 1810 Wilmington,NC 28402
Name NNP IV Cape Fear River LLC Phone No.NA
Address 13777 Ballantyne Corporate Place Suite 550,Charlotte,NC 28277
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers,permittee,and issuing dates.
CAMA Major Permit#66-01
SW8000408
h. Signed consultant or agent authorization form,if applicable.
I. Wetland delineation,if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C.Environmental Policy Act(N.C.G.S.113A 1-10),if necessary. If the project involves expenditure
of public funds or use of public lands,attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
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 the conditions and restrictions contained in the permit.
I certify 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 certiy that the information provided in this application is truthful to the best of my knowledge.
Date 62, ?•0//3 Print Name S?FyF-
Signature +�
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts QQ��.,F r e^*.�4 �J E rJ
❑DCM MP-3 Upland Development ° '-A="�-°'
®DCM MP-4 Structures Information r� ': `.�`!J��� "'TON, NC
3 WA
252-808-2808 .. 1-888-4RCOAST .. www.nccoastalmanagement.net

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 that relate to this proposed project. Please include all supplemental information.
1. DOCKING FACILITY/MARINA CHARACTERISTICS ❑This section not applicable
a. (1) Is the docking facility/marina: b. (i)Will the facility be open to the general public?
®Commercial ❑Public/Govemment ❑Private/Community []Yes ®No
c. (1)Dock(s)and/or piers) d. (1)Are Finger Piers included? []Yes ®No
(h)Number 4 If yes:
(III)Length see MP-4 attachment (ii)Number
(iv)Width see MP-4 attachment (iii)Length
(v)Floating ®Yes ®No (iv)Width
(v)Floating []Yes []No
e. (i) Are Platforms included? ®Yes []No f. (i) Are Boatlifts included? []Yes ®No
If yes: If yes:
(ii)Number 2 (ii)Number
(iii)Length see MP-4 attachment (III)I-cn xiu
(iv)Width see MP-4 attachment (iv)Width
(v)Floating ❑Yes ®No
Note. Roofed areas are calculated from dripline dimensions.
g. (1)Number of slips proposed h_ Check all the types of services to be provided.
720 linear ft side-to temporary dockage ❑Full service,including travel lift and/or rail,repair or
(ii)Number of slips existing maintenance service
720 linear ft side-to temporary dockage ❑ Dockage,fuel,and marine supplies
®Dockage("wet slips")only,number of slips: 720 If temporary
®Dry storage;number of boats: no change proposed to
existing permit
❑ Boat ramp(s);number of boat ramps:
®Other,please describe:
720 linear ft temp dockage existing
I. Check the proposed type of siting: j. Describe the typical boats to be served(e.g.,open runabout,
❑Land cut and access channel charter boats,sail boats,mixed types).
❑Open water,dredging for basin and/or channel mixed types
®Open water;no dredging required
❑Other,please describe:
k• 'I ypical boat length: up to 40' i. (i)Will the facility be open to the general public?
FIE FiVED
a ri s '§ IC
,Ur, -ZI INN
252-808-2808 :: 1-888-4RCOAST :: www.rccoastalmanagernent.net revised. 12i27,'06

Form DCPA PAP-4 (structures, Page 2 of 4)
m. (i)Will the facility have tie pilings? ❑Yes ®No
[]Yes ®No
(ii)If yes number of tie pilings?
NA
2. DOCKING FACILITY/MARINA OPERATIONS ❑This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
®Office Toilets
®Toilets for patrons;Number:>2; Location:clubhouse-existing
®Showers
R Boatholding tank pumpout;Give type and location:located on existing floating docks-authorized in CAMA Major Permit 66-01
b. Describe treatment type and disposal location for all sanitary wastewater.
community sewer
c. Describe the disposal of solid waste,fish offal and trash.
trash bins and dumpsters at various locations
d. How will overboard discharge of sewage from boats be controlled?
no overboard discharge policy
e. (i)Give the location and number of"No Sewage Discharge"signs proposed-
1 -on proposed pedestrian pier
(ii)Give the location and number of"Pumpout Available"signs proposed.
1 -on proposed pedestrian pier
f. Describe the special design,if applicable,for containing industrial type pollutants,such as paint,sandblasting waste and petroleum products.
no maintenance activities,emergency shut-off valve for fuel on forklift platform
g. Where will residue from vessel maintenance be disposed of?
no maintenance activities
h. Give the number of channel markers and"No Wake"signs proposed. 8 channel markers existing no additional proposed
i. Give the location of fuel-handling facilities,and describe the safety measures planned to protect area.water quality-
Above-ground storage tank adjacent to forklift pier,fuel dispenser on existing forklift platform with emergency shut-off valve
j. What will be the marina policy on overnight and live-aboard dockage?
no overnight and no live-aboard allowed
k. Describe design measures that promote boat basin flushing?
NA w,d$- .,IE,I E�-o .�—
F1 �QN
OWtya9gi Rig a�CaTC) E, N,
252-8,"8-2808 ;: 1-888-4RCO ST:: wvvvu.nsc2as �Ir$aapa me >`.wet. revised. 421J27106

Form.DCM MP'-4 (Structures, Page 3 of 4)
I. If this project is an expansion of an existing marina,what types of services are currently provided?
Existing services are fueling,holding tank pumpout and dry stack launch and retrieval
m_ Is the marinaldocking facility proposed within a primary or secondary nursery area?
®Yes []No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes MNo
o. Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh(CW),submerged aquatic vegetation(SAV),shell bottom
(SB),or other wetlands(WL)? If any boxes are checked,provide the number of square feet affected_
❑CW ❑SAV ❑SB
❑WL ®None
p. Is the proposed marinaldocking facility located within or within close proximity to any shellfish leases? ❑Yes ®No
If yes,give the name and address of the leaseholder(s),and give the proximity to the lease.
3. BOATHOUSE(including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Government ❑PdvatelCommunity
(ii)Number
(Ili)Length
(iv)Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN(e.g., wood, sheetpile, etc. If a rock groin, use MP-2,Excavation and Fill.) ®This section not applicable
a. (1) Number
(ii)Length
(III)Width _
5. BREAKWATER(e.g., wood,sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW,NWL,or wetlands
c. Maximum distance beyond NHW,NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. Is the structure(s): b. Number
❑Commercial ❑PubliclGovemment ❑Private/Community
c• Distance to be placed beyond shoreline d. Jcscription of buoy(color,inscription,size,anchor,etc.)
Note: This should be measured from marsh edge,if present.
s E CE P WED
NO
262-808-2828 :: 4-838-4RCOAST::wwvv.riccoastalmanaaement.meet revised;12.27106

Form DCM MP-4 (Structures, Page 4 of 4) ,
e. Arc of the swing _
7. GENERAL
a. Proximity of structure(s)to adjacent riparian property lines b. Proximity of structure(s)to adjacent docking facilities.
greater that 15' greater than 5000'to National Gypsum Conveyor Pier
Note: For buoy or mooring piling,use arc of swing including length
of vessel.
c. Width of water body d. Water depth at waterward end of structure at NLW or NWL
—2,686' -6'MLW
e. (i) Will navigational aids be required as a result of the project?
®Yes []No ❑NA
(ii)If yes,explain what type and how they will be implemented.
Voluntary-Reflectors on floating dock pilings
8. OTHER ®This section not applicable
a. Give complete description:
Date
Watermark Marina
Project Name
CXA-10 Corporation
Applicant Name
Applicant Signat
ICI~ E I V E D
DCM W1LMINGTON, NC
252-808-2808:: 1-888-4RCOAST::www.necoastaimanagernent.net revised: 12/27/06

Watermark Marina
MP-4 Attachment
1. Docking Facility/Marina Characteristics
c. Dock(s)and/or Pier(s
Length (ft) Width (ft)
Pier 1 1,186 13 fixed pedestrian pier
Pier 2 1,081 23.5 fixed forklift pier
Dock 1 180 400floating
floating
Dock 2 180
e. Platforms
Length (ft) Width (ft)
Platform 1 661 66
Platform 2 71.3 to 44.11 35.5 to 61.3 irregular shape
See Sheet 2 for labeling.
1-:iFC'EiVE0
"VA WiLMINGTOI N, NC
AUG

(',Irenhr,>u
'I
,t
1:
SITE
r;
:J
aJ
G
t,t
F,
•[as
a�
x�
Sources:Esri,DeLorme,NAVTEQ,USGS,Intermap,iPC,NRCAN,Esri
Japan,METI,Esri China--Hong Kong),Esri(Thailand),TomTom,2012
*Boundaries are approximate and are
not meant to be absolute.
Map Source: World Street Map SCALE 1" = 1 Mile
Watermark Marina LMG
CAMA Permitlt
,_ ,;:Y
MAJOR Modification www.LMGroup.net
Phone:[phone] •1.866.LMG.1078
New Hanover County, NC Fax:[phone]
2013 3805 Wrightsville Avenue a
Wilmington,NC 28403

u Stovall Emmet C Irrevocable Trust
0 O
0 the
_ SOPV y
O O
O1/3 Waterbody
3 O • e / O�
Ti �^
� ac
0 0 V ® ! 1/4 Waterbody_�
/ Existing Launch Pier
Dock O and Pedestrian Walkway
— 3 d
N�
0
Proposed Pede trian Pie
1
NOTES:
\ m SOUNDINGS ARE EXPRESSED IN FEETAND TENTHS AND
6 REFER TO LOCAL MEAN LOW AIATER(MI V4.
PROJECT SURVEYED YMTH MdOM ILCREED SURVEY VESSEL
"SURVEY VES EL SOUNDS DEEP,ON I "8URVEY VES MCSI9FF',ON JUNE 1U SEL 2010 USING DGPS
(�-�1F' CO FOR HORIZONTAL P.OSITIOMNG,AND 200 KHZ
SOUNDING EQUIPMENT.HYPACK 80FTWARE VER.10.1 VAS USED
FHORIZONTALOR DATA COLLECTION PROCESSING
( 3 cCALIIBRAT o GAUGEARY
GGE
NORTHING=150111.68
rrrt 1 EL�IN4.SW(NIL"2e
EV
a \ THE• RESULT OF SUROVEYS PMADE ON THE DATE INDICATED AND CAN
P o d Launch Pier _1 EONLY BE XISTING ATN INDICATING THATTIME.BECAUSE THESE CONDITIONS ARE
SUBJECT TO RAPID 0 • PRUDENT MAPJNER SHOULD NOT RELY EXCLUSIVEL DUE TO SHOAM Y ON THE
INFORMATION PROVIDED HERE
I B
5 0 tExisting Pumpout Station
1
6
0 7 •
4 _ MHW(4.12) 6 I
1 • V 2 O O
Back Q ��
3 LT% Channel p
NAVD88(2.301 0
O O 4 ♦-� 0
NNP IV Cape Fear River LLC
_ NGVD29(1.34) '
1 O 1
1
6 0 — / NAL
DRAWNr MAP S AND/OR MW ON
URVEY
1 � r��i�1�o pp R�R ,/�p�A�Np"p'g����� ('� INFORMATION FROM:
MLW( 00) —7 1 3 r..,Cld1tl ILfVF6it`G`lyON.. V MdUm&Creed
MLLW 0.18) 6 7 1 M North Front Street
�( A U G ? ;� Phones(�5;�North Carolina
a(81�2501.8282
tr n
ELEVATION INFORMATION FOR NOAATIML
STATION 855.8120 LOCATED IN VVILMINGTON, Project: Date: Revision Des:
—1 NORTH CAR.OLINA,1983-2001EPOCH 08/21113 NA
LT /r� WatermarkMalina
VERTICAL DATUM RELATIONSHIPS NOTE: Not an Engineered or Survey Drawing. 1�/� MalorModltmarlian Bale: rot,Number.
RELATIVE TO MLW(MEAN LOW WATER) FOR ENVIRONMENTAL PERMITTING ONLY LAND MANAGZMENT GROUP w- C'M^Permit#68-01 1°=200' 02-13-057
Environmental Consultants
1) 100 2 0 400 Post Office Box 2522 Title: Draw,BY: Sheet Number.
Wilmington,North Carolina 28402 Proposed Structure VJS 1 of 7
.. _ _ e ,
Telephone:slaa5z-o0o1
_..�.. .1.-��3C:3-� ..� .�S�.r-1J-Q`7-- �ty9Er,�T�Fdri:F:. .�1`. .. -.��...�-ii��. _ .... .,.�.. .... .. � .... _.._i?_. .. --- -- --

n Stovall Emmet C Irrevocable Trust r .
O roAe Y +:
t]
1/3 Waterbol3 ! C)
3
0 15.0 4 W$terbody. Existing Launch Pier ,
Dock O and Pedestrian Walkway
roposed Pedestria Pier
80.0 (P r 1)
. NOTES:
.. - c THS AN
RED JSLOCAL MEEANLOW WA1TERTC(�EMI-4� VESD�
6 RVEY
SURVEY CT DEL SSOYED UNDS DEEEEP' ON JUNE lED u,40u
6 ., - I\Q "SURVEY 11ESS'3.MCSKIFF". ON aME 11,2010 USING DGPS
FOR. . . .r
HORIZONTAL
OONNTALNTIH'JNG
AND
200 KHZ
SOUNDING E l 0EVE R.10.1 WAS USE
D
ORZNLRN016�O
66 HOIOTADATM A5a3
�^ 40. Platform o Aa19R TONAARK E GAUGE
- - NORTHING—150111.88
1 _ EASIING= 2318533.2E
£L£V- 4.BE'(MLW)
THE INFORMATION DEPICTED ON TIiiS MAP REPRESENTS THE
RESULT OF SURVEYS MADE ON THE DATE INDICATED AND CAN
V Prod :bunch Pier f ONLY BE CONSIDERED AS INDICATING THE CONDITIONS
Existin Floatin DOCKS EXISTING AT THAT TIME BECAUSE THESE CONDITIONS ARE
(Pier 2) g g SUBw`_CT TO RAPID CHANCE DUE TO SHOALING EVENTS. APRUDENT MARINER SHOULD NOT RELY EXCLUSIVELY ON THE
Q 10.0 with Pumpout Station a INFORMATION PROVIDED HERE
d
4 _ MHW(4.12) h{3
a
NAVD88 (2.30') O LMG TIDE GAUGE . Existing Navigation Markers
7 CALIBRATION MARK 9 9
Sk+ = 4.34' (MLW) ,y r
Back � �2
_ NGV029 (1.34') •rr ' >
Channel p �.
Q. MLw(o.00) 1� p NNP IV Cape Fear River LLC
MLW (-0.16')
ELEVATION INFORMATION FOR NOAA TIDAL
l STATION 865-8120 LOCATED IN MI-MINGTON, O
NORTH CAROLINA .1983-2001 EPOCH
V.Elf t Tl AL ATUM RELATIONSHIPS ;HIS MAP IS BASED ON
R L.A VE ML.W (MEAN LOW WATER) 1 ORIGINAL DRAWINGS AND/OR
SURVEY INFORMATION FROM:
TT t p McKim dt Creed
11 �= E C E k @+' E C 243 North Front Street
Wilmington. North Carolina 2a401
CM EL IN TdNIb (910)343—1048 048. Fax: [phone]
t � www,m^ ..a roada om
{`�{
I Project H U r `°t` OBI21(f 3 Reri�wnT7sa NA
Watermark Marina
awing. - LMG ►�
NOTE: Not an Engineered or Survey DraMoaaSceie
.LAND b1AldAGE[�.L+N'f GROUP we CtL41A Perm:I7l8D-01 t"-QOD' 02-13-057
FOR ENVIRONMENTAL PERMITTING ONLY ;, Environmental Consurterts
Post Office Box 2522 Title. Proposed Structure rt"By. shout Number
1t1Tt_ _2M 4i3Ci v is 2 of 7
Vdilmington,North Caroline 26402 Details
��wr — ne 9'• 52�('iC'.

CROSS SECTION A
I '
i
Edge of Back Channel
IA
12
8
4
3 p.
-4 i
-8 1 9iiatino GraH
I
-12
0+00 1+00 2+00
I
I
I
' I
I
I I :
i
2+00 3+00 4+00
i
I
I
I
/Edge of Back Channel
Typical Forklift Wheel Stop 66'x 66'Fork Lift Drop Pad
and Access Platform Note: 3.5' Handrail Proposed On Pedestrian Pier orklift Toe Rail r
412 Forklift Pier Proposed As Shown A
LI
ILI
PH 11 i 11
H .60
5+00 6+00 7+00
RECER/El)
AUG 2 1 22,�x-3
THIS MAP IS BASED ON Project Date: Revldon Date:
ORIGINAL DRAWINGS AND/OR _ I I NA
SURVEY iWrRORMA11ON FROM: R �i WBtenr,3rk Marina 08/20/13
NOTE: Not an Engineered or Survey Drawing. M Major Modification
i CAMA PermPteelrAl i Scale: Job Number.
MdOm dt Crosd LAND MANAGEMENT GROUP me I 1"=20' 02-13-057
243 North Front Street - FOR ENVIRONMENTAL PERMITTING ONLY Enviranmenta!Consultants
Wllmington,North Carding 28401 I
Phone: [phone], Fax: [phone] p 20 40 Post Office Box 2522 TRHIe: Drawn By., shad Nmntxa
www.mckimcreed.corn Wilmington,North Carolina28402 CmsS Section A i V 1S 3 of
Telephone:910 AI 0001

CROSS SECTION B
B Floating Temporary Tie-up Gangway —1-01 x 66'Forldift Drop Pad and Access Platform ---Pilings to Have Reflectors
B'
----------------------_
4
0 El Ev
n -4
4
n
2
-T PerConloactor
0+00 1100 2+00 3+00 4400
E-E(D EF
DDA VlUt4IN14--�:74N, !Cx'
6."t, t,
THIS MAP IS BASED ON Project Date: 08/20/13 Revision Data. NA
ORIGINAL DRAWINGS AND/OR Watermark Marina
SURVEY INFORMATION FROM: Major Modificaflon
NOTE: Not an Engineered or Survey Drawing. LMG 'Scale: Job Number:
CAMAPermlt#65-CH
McKim &Creed LAND MANAGEMENT GROUP as' I"=30, 02-13-057
243 North Front Street FOR ENVIRONMENTAL PERMITTING ONLY Environmental Consultants Vam,ngton,
North Carolina 2WI Post Office Box 2522 Tide: Drawn By: Shoot Number.
Phone: [phone], Fax: [phone] 0 15 30 60 Wilmington,North Carolina 28402 I Cross Section B I vis i 4 of
WWW.mddmcreed.com — Tale ohonw 910-452-0001

f.
16
04 LAD
•: � F ' N o
co
:.4 { o
d
.14
Cc
'4i w C
s m CO
a> a � RM
aZ
� U m
0 c
>
c�.
■ • ,�f Z7ff r
• ■ (
a f.,E i F�
M
y
04 g c
r o
oN
Smg I
0
eoz
i + e�o� :
_ � 5
_ �• C J C�� C
46
Z N
9+z i
Cl)
` � x
O
W
va
c Z
�W
- c
Lu o
L c Z ry
m `:
Z >
LLI W o <9
0 p
,r Z lL
m
z J

Stovall Emmet C Irrevocable Trust
O
ne
� D rope Y
O 0
3 o ei ,
1R15 er aDk O
LIN Q � l
0 Existing Launch Pier
and Pedestrian Walkway
3 Q d
ropo edestrian Pier
° t
o \ Q 0
0 C�
0 (3 0 \ uT 1424'
� Pro s d ch Pier �
a 0\ \ I
686
0
0
1262' Q2 � o
Back 0
I 01
Channel A p
5 o Q 3 vt
LO
O \ LO 4
1 Q t a G NNP IV Cape Fear River LLC
4 _ MHW(4.12) O 1 A�
NOTES:
1 1 O SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND
REFER TO LOCAL MEAN LOW WATER(MLW).PROJECT SURVEYED MATH MdOM 8 CREED SURVEY VESSEL
3 1 — 1 3 _ ) -SURVEY VESSEL SOUNDS DEEP',ON JUNE 10,AND
'13URVEY VESSEL MCSKIFP',ON JUNE 11,2010 USING DGPS
FOR HORIZONTAL POSITIONING,AND 200 KHZ
61 SOUNDING EQUIPMENT.HYPACK SOFTWARE VER.10.1 WAS USED
NAVD88(2.30') ( FOR DATA COLLECTION AND PROCESSING.
1 O HORIZONTAL DATUM NAD 1983.
LMG TEMPORARY TIDE GAUGE
V CAUBRATIONMARK
2 I 1 EASTING C--231891328
h 2 ELEV=4.SA'(MLW
O QTHE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE
RESULT OF SURVEYS MADE ON THE DATE THE CO INDICATED AND CAN
ONLY BE NS
NGVD29(1.341 Q p 3 EXISTING AT THATTME.NSIDERED AS(BECAUSE THESE CONDITIONS ARE
Sued TO RAPID CHANGE DUE TO SHOALING EVENTS,A
p� ' 0 O 4S PRUDENT MARINER SHOULD NOT RELY EXCLUSIVELY ON THE 1
INFORMATION PROVIDED HERE.
/0 ( a _
�^ THIS MAP IS BASED ON ORIGINAL
R
a 4 E E 1 V DRAVMNGS ANDIOR SURVEY
J C 4 p pp/ INFORMATION FROM:
yy``��
0 _ MLW(0.00) tJ�SA kftLW':WGT0 , KIC
MLLW(-0.16') O 2 MclOh&Creed
❑�p(� �g 243 North Front Street
^ O _ 3 AUG 2, 2 �; Phone(1910 -1D48,Fax:
(91'0)2ngton,North Carolina 5A282
ELEVATION INFORMATION FOR NOAA WLMIN DAL
STATION 865-8120 LOCATED IN WILMINGTON, Project Date: Revision Date:
—� NORTH CAROLINA,1983-2001 EPOCH 08/21/13 NA
Watermark Marina
VERTICAL DATUM RELATIONSHIPS NOTE: Not an Engineered or Survey Drawing. ���/�1{G Major Modification Scale: Job Number.
LAND MANA5Eb1ENT GROUP me CAM Perm t#66-01 1"=250' 02-13-057
RELATIVE TO MLW(MEAN LOW WATER) FOR ENVIRONMENTAL PERMITTING ONLY Environmental Consultants
0 250 500 Post Office Box 2522 Tale: Back Channel Drawn By., Sheet Number.
4Vlmington,North Carolina 28402 Waterbody Detail VJS 6 of 7
Tele hono:910-452-0001
L:✓.' �.. .�.�+yr..`H FIL,._�.�)!-1.�'r{. :7 -.r'.... .,,b. PI:: ......I.4Ii•K.. 1t-tU.fi-':u.',";CAi'.7;4';I.�_..i• i:..ljc ':i tfi•'T L:2�Si;.:,:._

O
O O
3
t O i
LH Q
3 O\Q
a v_
0
1
G1
0
Q ' 4 0
hrp Q
� 9 4 � o
0
9 O
7 •
5 • f12 0 0
�f
4 _ O 2 MHW(4.12') `\S� 3
O O1I 4 3 1 0
31
Og 2010 NOTES:
4 SOUNDINGSARE EXPRESSED IN FEET AND TENTHS AND
Q O — REFER TO LOCAL MEAN LOW WATER(MLW).
NAVD88(2.301 D 0 PROJECT SURVEYED H SURVEY VESSEL SOUNDS DEEP',ONJUNESU0.SURVEY
VESSEL
.'SURVEY VESSEL MCSKJFP'.ON JUNE 11.2010
pp'\ — ' FOR HOIZONTALPORTIONING,ANDZ00 KHZ USING��
2 \ SOUNDING EQUIPMENT.HYPACK SOFTWARE VER.10.1 WAS USED
�f 3 FOR DATA COLLECTION AND PROCESSING.
v HORIZONTAL DATUM NAD 1883.
C LMG TEMPORARY TIDE GAUGE
t CALIBRATION MARK
4 NORTHING=15DIlK a
FASTING=231B933.2B
._ NGVD29(1.34') ELEV-4,W(MLW)
RESULT OF SURVEYS MADE ON THE DATE INDICATED AND CAN
2 THE INFORMATION DEPICTED ON TEAS MAP REPRESENTS THE
ONLY BE CONSIDERED AS INDICATING THE CONDITIONS
EXISTING AT THAT TIME.BECAUSE THESE CONDITIONS ARE
0 SUBJECT TO RAPID CHANGE DUE TO SHOALING EVENTS,A
C 3 PRUDENT MARINER SHOULD NOT RELY FJ(CLURVELY ON THE
Oj , O INFORMATION PROVIDED HERE
O '
0 _ MLw(D.DD) /0
MLLW(-0.16')
O 2005 NOTES
SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND
h 4 REFER TO LOCAL MEAN LOWER LOW WATER(MLLW}
STAFF GAGE LOCATED ON SW BRIDGE FENDER
t#UVl'*/\ — PROJECT SURVEYED WTH MCKIM B DEED SURVEY VESSEL
ELEVATION INFORMATION FOR NOAA TIDAL 'HYDRO PHI W E',ON sEPTEMaER 22 8 29.2005 USING DGPS
NOSTATIONHCAR-LINA LOCATED I POOH INGTON, D _ 2 FOR HORIZONTAL POSITIONING,AND200 KHZ
—� NORTH CAROLINA,1983.2001 EPOCH \�) _ SOUNDING EQUIPMENT.HYPACK SOFTWARE VER.4.3 WAS USED
FOR DATA COLLECTION AND PROCESSING.
VERTICAL DATUM RELATIONSHIPS V t HORIZONTAL DATUM NAD 1983.
RELATIVE TO MLW(MEAN LOW WATER) IO 51 / THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE
1 RESULT OF SURVEYS MADE ON THE DATE INDICATED AND CAN
ONLY BE CONSIDERED AS INDICATING THE CONDITIONS
EX
Q\ , ME.BECAUSE THESE CONDITIONS ARE
DC SUBJECT TO RAPID nCHANGE WE TO SHOALING EVENTS.A
PRUDENT MARINER SHOULD NOT RELY EXCLUSIVELY ON THE
INFORMATION PROVIDED HERE.
Legend THIS MAP IS BASED ON ORIGINAL PIOJF Ct: Date: Revision—Date.
DRAWINGS ANMR SURVEY
2010 Bathymetric Contour INFORMATION FROM: Watermark Marina 08/21/13 NA
2005 Bathymetric Contour MGKlma Creed NOTE: Not an Engineered or Survey Drawing. Land Management Group, Inc Major Modllicall n SWIG: Job Number.
243 North Front Street
FOR ENVIRONMENTAL PERMITTING ONLY CAMA Pennit M-01 1"=250, 02-13-057
Wilmington,North Camino 28401
Phone:[phone] 2010 H
,Fax:[phone] 0 250 500 Post Office Box 2522 THIS: Drawn By: Sheet Number.
www.mddmaeed.00m Wilmington,North Carolina 2840p ydrographic Survey w/
L5? i;Pic
, :cIQC`l3 Cis:-'..ILI `C3-1:: :. -Ext:-A-;rr--r-G.St. ::,ri.CAC r
'. ,ft :.s.::(r.3jc: ' 0
a TBIe none;sto�sz-0oo1 2005 Hydrographic Survey Overlay JS 7 f 7
r."

CCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Acting Director Secretary
June 14, 2013
James Erwin, Sr. Vice President
CXA-5 Corporation
6000 Legacy Drive 4 East
Plano, TX 75024
Subject: Permit Extension, Session Laws 2009-406 and 2010-177
Stormwater Permit#SW8 000408
High Density-Watermark Marina
New Hanover County
Dear Mr. Erwin:
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 extension of up to four (4) years.
Accordingly, Stormwater Permit# SW8 000408, which was set to expire on October 7,
2015, is now in effect until October 7, 2019. Please resubmit the renewal application
and fee at least 180 days prior to October 7, 2019, which would be April 7, 2019. A copy
of the Renewal Application can be obtained from the following website:
hftp://portal.ncdenr.org/web/wq/Ws/su/Stateswtforms—docs.
Please retain this letter with the permit for your records. If you have any questions,
please contact Linda Lewis with the Division of Water Quality in the Wilmington
Regional Office at 910-796-7343.
Sincerely,
Georgette Scott
Stormwater Supervisor
Division of Water Quality
GDS1arl: S:1WQS1StormwateAPermits&Projects120001000408 HD12013 06 permiLextension 000408
cc: Wilmington Regional Office Stormwater file
Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington,North Carolina 28405 nc
Phone:[phone] FAX:[phone] DENR Assistance:1-877-623.6748 ��Carolina
Internet www.nouaterquality.org )Vaturaff
An Equal.Opporlunity 1Affirmative Action Employer `

SIGN UP SHEET G
SCOPING MEETING
---------------------------------------------------------------------------------------------------------------------
Watermark Marina
Wilmington
New Hanover County
-----------------------------=--------------------------------------------------------------------------------------------------------------
June 13, 2013
Name Agency Phone Email
Cameron Weaver NCDENR-DEAD 910-796-7303 [e-mail]
Dave Timpy USACE 910-251-4634 [e-mail]
�F Jessi Baker DMF 252-808-8064 [e-mail]
Maria Dunn WRC 252-948-3916 [e-mail]
Robb Mairs DCM 910-796-7423 [e-mail]
Linda Lewis DWQ-SW 910-796-7343 [e-mail]
'Debbie Wilson DCM 910-796-7266 [e-mail]
Shaun Simpson DCM. . 910-796-7.226. [e-mail]
Chad Coburn DWQ-401 910-796-7379 . Chad.Coburn@ncdenr.�gov
`` a tp h . ��9 NHC-Planning 910-798--742#- [e-mail]
- -70691
Steve Morrison LMG 910-452-0001 [e-mail]
*Angela Faison Wilmington City [e-mail]
Planning
Gene Strader (A1,47
*By Conference Call
I G Zh bf /v I.X4 NCDENF. use
WILMINGTON REGIONAL OFFICE
0 — S / 127 CARDINAL DRIVE
be- s-Me WILMINGTON,NC 28405 910-796-7215,FAX [phone] Jv5
v