SW8000408_Historical File_20160401

PAT MCCRORY
Govemor
1�-
DONALD R. VAN DER VAART.
` sema"
Energy,Mlner i
and LandRest7wces TRACY DAVIS
ENVIRONMENTAL QUALITY
Director
April 1,2016
Gene §trader,Member/Manager
SCS Ventures,LLC
3330 River Road
Wilmington,NC 28412
Subject: Name/Ownership Change and Notice of Permit Extension
State Stormwater Management Permit No.SW8 000408
Watermark Marina of Wilmington
New Hanover County
Dear Mr. Strader:
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. Please note that the attached updated permit now references DEMLR as the Division
responsible for issuance of the permit.
On August 5,2009,the Governor signed Session Law 2009-406.This law impacted any development
approval issued by the Division of Energy,Mineral and Land Resources under Article 21 of Chapter 143
of the General Statutes,which was current and valid at any point between January 1,2008,and December
31,2010.The law extended the effective period of any stormwater permit that was set to expire during
this time frame up to three(3)years from its current expiration date. On August 2,2010,the Governor
signed Session Law 2010-177,which granted an extra year for an extension of up to four(4)years.
On September 28,2015,the Division of Energy,Mineral and Land Resources(DEMLR)received a
Name/Ownership Change Form requesting the transfer of the subject permit to a new owner. A file
review and site inspection were performed on February 17,2016 by DEMLR staff and as noted in the
enclosed inspection report,the site is currently not in compliance with the terms and conditions of the
state stormwater permit.As indicated on the Name/Ownership Change form,you have acknowledged
receipt of a copy of the permit.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,including resolution of the compliance issues numbered 2 and 3 in the
summary section of the February 17,2016 inspection report.A copy of the revised 2006 grading plan was
received on March 29,2016.
The Division is hereby notifying you that permit SW8 000408 has been transferred on April 1,2016 and
to remind you that this permit shall be effective from the date of issuance until October 7,2019,which
includes all the extensions allowed by law.For your records,please find enclosed the updated permit,a
copy of the Designer's Certification,the approved Operation and Maintenance agreement,a copy of the
February 17,2016 inspection report and the Name/Ownership Change form. Please keep this cover letter
and permit on file at all times.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention
to the conditions listed in this permit regarding the Operation and Maintenance of the BMP(s),
recordation of deed restrictions,procedures for changing ownership;transferring the permit,and renewing
the permit. Failure to establish an adequate system for operation and maintenance of the stormwater
management system,to record deed restrictions,to transfer the permit in a timely manner,or to renew the
permit,will result in future compliance problems.
state of North Caroline I Environmental Quality I Energy,Mineral and Lena Resources
127 Cardinal Drive Extension I Wilmington,NC 28405
910 796 7215 T 1910 350 2004 F I htto:/kortal.ncdenr-ore/web/lr/

If any parts,requirements,or limitations contained in this permit are unacceptable,you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes,and
must be filed with the OAH within thirty(30) days of receipt of this permit. You should contact the OAH
with all questions regarding the filing fee(if a filing fee is required)and/or the details of the filing process
at 6714 Mail Service Center,Raleigh,NC 27699-6714, or via telephone at 919-431-3000,or visit their
website at www.NCOAH.com.Unless such demands are made this permit shall be final and binding.
If you have any questions,need additional copies of the permit or approved plans,please contact Linda
Lewis with DEMLR in the Wilmington Regional Office at(910) 796-7215.
Sincerely,
Tracy Davis, .E.,Director
Division of Energy,Mineral and Land Resources
GDS/arl: \\\Stormwater\Permits&Projects\2000\000408 HD\2016 04 permit 000408
cc: Robb Mairs,DCM
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality I Energy,Mineral and Land Resources
127 Cardinal Drive Extension I Wilmington,NC 28405
910 796 7215 T 1 910 350 2004 F I httD://oortal.ncdenr.orFJweb/lr/

State Stormwater Management Systems
Permit#SW8 000408
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
SCS Ventures, LLC
Watermark Marina of Wilmington
4114 River Road, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of one (1) 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 Energy, Mineral & Land Resources
(hereafter referred to as the Division or DEMLR) and considered a part of this permit.
This permit shall be effective from the date of issuance until October 7. 2019, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.6 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 in Sections 1.2 and
1.6 of this permit, and per approved plans. There is no allotment for future built-upon
area at the site.
4. All stormwater collection and treatment systems must be located in either public rights-
of-way, dedicated common areas or drainage easements. The final plats for the
project will be recorded showing all such required rights-of-way, common areas and
drainage easements, in accordance with the approved plans.
5. The runoff from all built-upon area within the permitted drainage area of this project
must be directed into the permitted stormwater control system.
Page 1 of 6

State Stormwater Management Systems
Permit#SW8 000408
'6. The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
a. Drainage Area, acres: 9.44
Onsite, ft2: 411,206
Offsite, ft2: 0
b. Total Impervious Surfaces, ft2: 321,805
C. Design Storm, inches: 1.0
d. Pond Design Depth, feet: 6.0 (see Note 1)
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSL: 2.82
g. Permanent Pool Surface Area, ft2: 32,550
h. Permitted Storage Volume, ft3: 50,674
i. Temporary Storage Elevation, FMSL: 4.22
j. Controlling Orifice: 2.5"0 pipe
k. Permitted Forebay Volume, ft3: 35,186
East Forebay, ft3: 15,936
West Forebay, ft3: 19,250
I. Receiving Stream/River Basin: Cape Fear River/ CPF17
M. Stream Index Number: 18-71
n. Classification of Water Body: "SC"
Note 1— The design depth was corrected from 9.82 feet to 6.0 feet, as per the 2005 calculations signed and
sealed on September 30, 2005 by Mark Arcuri, P.E. seal#24419.
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be entirely constructed, vegetated and
operational for its permitted use prior to the construction of any built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEQ / DEMLR. The records will indicate the date, activity,
name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system, subject
to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
C. The failing water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for the fountain is limited to 1/3 HP.
Page 2 of 6

State Stormwater Management Systems
Permit#SW8 000408
6. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data as attached, and on file
with the Division.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications,
and other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification. A modification may be required for
those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be restored
to design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriately recorded
access easements from the nearest right-of-way.
10. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built-upon area, details, etc.
b. Redesign or addition to the approved amount of built-upon area or to the
drainage area.
C. Further subdivision, lease or sale of all or part of the permitted project area.
d. Additions to the amount of project area.
e. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
f. The construction of any future built-upon area listed on the application or
additional phases.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
13. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in the
notice, the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of revised
plans and certification in writing to the Director that the changes have been made.
Ill. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division of Energy, Mineral and Land Resources at least 60
days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in pail;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
Page 3 of 6

State Stormwater Management Systems
Permit#SW8 000408
2. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the stormwater rules is subject to enforcement
procedures as set forth in North Carolina General Statute 143 Article 21.
3. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, the Permittee shall take
immediate corrective action, including those actions as may be required by this
Division, such as the construction of additional or replacement stormwater
management systems.
& The permittee grants DEQ Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing
of a request for a permit modification, revocation and reissuance or termination does
not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
9. The permittee shall submit a permit renewal application at least 180 days prior to the
expiration date of this permit, including the application fee and the supporting
documents.
Permit transferred, updated and reissued this the 1st day of April 2016.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
SSaSw
A racy Davi , P. , Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Management Systems
Permit#SW8 000408
'Watermark Marina of Wilmington
Stormwater Permit No. SW8 000408
New Hanover County
Designer's Certification
I, , as a duly registered in the State
of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date
Page 5 of 6

State Stormwater Management Systems
Permit#SW8 000408
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount
of built-upon area.
3. All the built-upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet/bypass structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
11. The permitted amount of surface area has been provided.
12. The permitted amount of volume has been provided.
13. Required drawdown devices are correctly sized per the approved plans.
14. All required design depths are provided.
15. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
16. The required system dimensions and elevations are per the approved plans.
cc: NCDEQ DEMLR Regional Office
New Hanover County Building Inspections
Page 6 of 6

z IIIIIINIIIIIIINIIIIIIIIIIIIIIIIIIIIN11111111111�1�11
2014033911
FOR REGISTRRTIOW REGISTER OF DEEDS
PREPARED BY TpMMY TAT BERSLEY
NEW NHNOVER COUNTY, NC
Hunton&Williams LLP 2014 DEC 17 04 27 33 PM
One Bank of America Plaza BK 5857 PG,2785-2789 FEE $26 00
421 Fayetteville Street,Suite 1400 NC REV STAMP $2,M M
Raleigh,North Carolina 27601 INSTORT 1201433911
ATTN DAL RE
AFTER RECORDING RETURN TO
Solana,Thenault&Gross,PLLC
1650 Military Cutoff Road #200
Wilmington,North Carolina 28403
GRANTEE'S ADDRESS Transfer Tax/Stamps: $2,810.00
SCS Ventures,LLC Tax Parcel Nos: R07000-002-005-000
c/o Carolina Marine Terminal,Inc
3330 River Road R07000-002-009-000
Wilmington,North Carolina 28412
SPECIAL WARRANTY DEED
CXA-10 CORPORATION, a Texas corporation, successor-by-merger to CXA-5 Corporation, a Texas
corporation (" ntor"), in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good
and valuable consideration in hand paid by SCS VENTURES, LLC, a North Carolina limited liability company
("Grantee"), the receipt and sufficiency of which are hereby acknowledged, hereby GRANTS, BARGAINS,
SELLS and CONVEYS unto Grantee the real property located in New Hanover County,North Carolina, which is
more particularly described on Exhibit attached hereto and made a part hereof, together with (i)all and
singular,all of Grantor's right,title and interest, if any, in and to any and all rights,benefits,privileges,easements,
tenements, and appurtenances thereon and pertaining thereto, including all of Grantor's right, title and interest, if
any, in and to any adjacent streets, roads, alleys,easements and rights-of-way, (u)any and all improvements and
buildings located on such real property(said real property, together with such rights, appurtenances and interests,
improvements and buildings being collectively called the"Property"),subject to,however,all easements,rights of
way,encumbrances,liens,covenants,conditions,restrictions,obligations and liabilities as may appear of record and
all matters that an accurate survey or a physical inspection of the Property would reveal, including, without
limitation, the exceptions set forth in Exhibit "B" attached hereto and made a part hereof(said exceptions being
called the"_Permitted Exceptions")
TO HAVE AND TO HOLD the Property, subject to the Permitted Exceptions, together with all and
singular the rights and appurtenances thereto in anywise belonging unto Grantee,its successors and assigns forever
Grantor does hereby bind itself, and its legal representatives and successors to WARRANT AND FOREVER
DEFEND all and singular the Property unto Grantee, its successors and assigns, against every person whomever
lawfully claiming or to claim the same or any part thereof,by or under Grantor,but not otherwise,and subject to the
Permitted Exceptions
[Mgr,plures on following page]
Special Warranty Deed
78033 000010 EMF_US 53509521e3

EXECUTED to be effective as of the day of December,2014
CXA-10 CORPORATION,
a Texas corporation,
successor-by-merger to CXA-S Corporation,
a Texas rporation
4
f VA�—
By
Print s
Its t u 0 Z 8 e
STATE OF TEXAS §
COUNTY OF COLLIN §
''ffI__, the undersigned au ority, a Notary Public, m and for said county m said state, hereby certify that
ml[�Y1 d,� D• IAWne
T , Authorized Signatory of CXA-10 CORPORATION, a Texas
corporation,and whoss signed to the foregoing instrument,and who is known to me,acknowledged before
me on this day that, being informed of the contents of said instrument,he, as such Authorized Signatory and with
full authority,executed the same voluntarily for and as the act of CXA-10 CORPORATION,a Texas corporation
Given under my hand and seal of office this�_day of December,2014
t
NOTAR C IN AND FOR
THE STATE OF TEXAS
My Corqmllssl fpires &';(CL
(Printed Name of Notary)
, EI�iAeEi11! fRAnCis
(ell
, = Notary Pubs c Stole of Texas
( My Commission EVROS
... November 00. 2018
Special Warranty Deed 2

EXHIBIT"A"
PROPERTY IDESC RIP':ION
That certain tract of tared being in New Hanover County,
NortbCarolirA and being more fully described as follows:
Being all of a 40.45 acre tract as shown on a map of fecombitation
for Watermark Marina of Wilmington as shown on pee recorded in
Map Boole 48,Page:331,New Hanover County Registry.
This conveyance is made together with all eLuments benefiting
the aforesaid property,including,but not being limited to,the 060'
Access Easement"located north of the northern lira of Tract C as
said line is extended westwardly 60 feet,depicted on the map
entitled"Map of Recombinadon Watermark Marina of
Wilmington",said map being recorded in Map Hook 48.Page 331
in the office of the Register of Deeds of New Hanover County.
This conveyance is made subject to the rights of others in and to
the non-exclusive use of the"64Y Access Easement" located north
of the northern line of Tract C,as said lice is extended westwardly
60 fed,depicted on the map entitled"Map of Recombination of
Watermark Marina of Wilmington"recorded in Map Hook 49,
Page 331 in the office of the Register of Deeds,of New Hanover
County,including,but not being limited to the non-exclusive
easement rights of Watermark M d=of Wilmington,LLC in said
non-exclusive easement(and inchnding only that portion of said
easement which is located north of the northern litre of Tract C as
said liaa is extended westw udty 60 feet)uppaw eat to the
property described by the deed recorded in Book 4929,Page 1235
in the office of the Register of Deeds of New Hanover County.
which easement rights are and shall be non-exclusive and shall be
used in common with all of the owners of other property bawf'ited
by said easement including,but not being limited to,the property
dq&ted as"40 AS AC+l-"shown on the map entitled"Map of
Recombination Watermark Marina.of Wilmington"recorded in
Map Hook 49,Page 331 in the office of the:Register of Deeds of
New Hanover County.
Special Warranty Deed Exhibit"A"

EXHIBIT"B"
PERMITTED d'ED EXCEPTIONS
1 Taxes and assessments for the year 2015 and subsequent years,not yet due and payable
2 The following matters
Easements) to Carolina Power and Light Company recorded in Book 542,
Page 118; Book 1006, Page 372, Book 1500, Page 1527, and Book 1500, Page
1541, New Hanover County Registry.
Easement (s) between CSA-5 Corporation and Cape Fear Public Utility
Authority recorded in Book 5602, Page 652, New Hanover County Registry
Easement(s) between CSA-10 Corporation and Piedmont Natural Gas Company,
Inc. recorded in Book 5730, Page 2451, New Hanover County Registry.
Agreements) between CYA-10 Corporation, successor by merger from CXA-5
Corporation and Piedmont Natural Gas Company, Inc. recorded in Hook 5730,
Page 2455, New Hanover County Registry.
3 The following additional exceptions
A. Setbacks, easements, governmental regulations, or other matters shown
on or disclosed by plat recorded in Map Book 48, Page 331, New Hanover
County Registry
B. Existing easements for public roads and utilities now in use.
4 Riparian rights or title to that a portion of the Property,if any, lying below the highwater mark of
Barnards Creek and the Cape Fear River
5 Title to that portion of the Property,if any,which is marshland or which was formerly marshland
6 Rights of third parties under boat,RV or other storage agreements and any pool membership
agreements affecting the Property
Special Warranty Deed Exhibit"B"

DETENTION POND ANALYSIS
FILE NAME: G:\\\stormwater\permits&projects\2000\000408 HD\2016 04 excel_WP 000408
PROJECT#: SW8 000408 REVIEWER: L. Lewis
Corrected design depth to 6 and Bottom elevation to -3, per PE calcs.
PROJECT NAME: Watermark Marina of Wilmington
DATE: 01-Apr-16
Receiving Stream: Cape Fear River Class: SC
Drainage Basin: Cape Fear River Index No. 18-71
Site Area 11.90 acres
Drainage Area 411206.00 square feet Area = 9.-r-r acres
IMPERVIOUS AREAS
Rational C
OS Bldgs 136129.00 square feet 0.95
OS Parking/Drive Aisle 173825.00 square feet 0.95
OS sidewalks 1270.00 square feet 0.95
OS Other (pool & patio) 10581.00 square feet 0.95
square feet
square feet
TOTAL 321805.0 square feet Rational Cc= 0.79
SURFACE AREA CALCULATION
% IMPERVIOUS 78.26% SA/DA Ratio 4.48%
Des. Depth 6 Req. SA 18414 sf
TSS: 90 Prov. SA 32550 sf
VOLUME CALCULATION * place a "1" in the box if Rational is used
Rational ?* FOREBAY
Des. Storm 1.00 inches Perm. Pool Volume= 101312
Rv= 0.75 Req. Forebay Volume= 20262.4
Bottom -3 msl Provided Volume= 35186.00
Perm. Pool 2.82 Imsi Percent= 34.7%
Design Pool 4.22 msl
Design SA 39733 sf
Req. Volume 1 25849 cf SA 7869 32550 39733
Prov. Volume 1 50598 cf Elevation -3 2.82 4.22
ORIFICE CALCULATION
Avg. Head = 0.65 ft Q2 Area = 5.56 sq. in.
Flow Q2, cfs 0.150 cfs Q5 Area = 2.22 sq. in.
Flow Q5, cfs 0.060 cfs Orifice Area 4.91 sq. in.
No. of Orifices 1 Q= 0.132 cfs
Diameter, inches 2.50 weir H x W in x in
Drawdown e 2.3 days
COMMENTS
Surface Area , Volume and Orifice are within Design Guideline:

L:ewis,Linda
From: Gene Strader <[e-mail]>
Sent: Tuesday, March 29,2016 11:29 AM
To: Lewis,Linda
Subject: RE:Watermark Marina SW8 000408
Hello Linda
As partner in SCS Ventures, LLC please use 3330 River Rd as our official address for any correspondence
I am also going to drop off a copy for your files,the approved grading,stormwater plan for your review
Thanks for calling and explaining everything
Ps: I should be cheru in 27%Z mir_tues
Gene
Gene Strader, CCiM CiMM
910-509-1942 Office
910-509-0211 Fax
[e-mail]
Certified Commercial Investment Member
Certified Marina Manage:
From: L.ewis,Linda [mailto:[e-mail]]
Sent: Wednesday, March 23, 2016 6:02 PM
To: [e-mail]
Subject: Watermark Marina SW8 000408
Mr. Strader:
I am attempting to get this transfer completed, but I have run into a problem. On the transfer
application you listed the mailing address for SCS Ventures, LLC as 4114 River Road, however, the
current mailing address for SCS Ventures LLC on file with the NCSOS indicates that the correct
mailing address is 3330 River Road.
If 4114 River Road is the current and correct mailing address, please file a change of address with
the NC Secretary of State. If 3330 River Road is current and correct, please submit a revised
Name/Ownership Change form with that corrected address.
I also attach a copy of the February 17, 2016 inspection report. The transfer, of the permit is
contingent on your promise to address the minor compliance issues listed in that report. Once the
mailing address issue is resolved, the permit can be transferred and a copy of the inspection report
will be included with the transferred permit.
i

Please respond to this emailed request for additional information regarding the transfer of permit No.
SW8 000408, by April 23, 2016.
Thank you.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
iinds.le)A is0a"�,.ncdenr.gc;
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28403
NC 'Nothing Compares ..
Email correspondence to and frr, ,:address is subrecf to the
1ilort.!3 Carohn,a P,,4blic Recoro r77av be disclosed to th rd parties.
2

Lewis,Linda
From: Lewis,Linda
Sent: Wednesday, March 23, 2016 6:02 PM
To: '[e-mail]'
Subject: Watermark Marina SW8 000408
Attachments: 2016 03 CEI_BIMS 000408.pdf
Contacts: Gene Strader a Z00 — (00620
Mr. Strader:
I am attempting to get this transfer completed, but I have run into a problem. On the transfer
application you listed the mailing address for SCS Ventures, LLC as 4114 River Road, however, the
current mailing address for SCS Ventures LLC on file with the NCSOS indicates that the correct
mailing address is 3330 River Road.
If 4114 River Road is the current and correct mailing address, please file a change of address with
the NC Secretary of State. If 3330 River Road is current and correct, please submit a revised
Name/Ownership Change form with that corrected address.
I also attach a copy of the February 17, 2016 inspection report. The transfer of the permit is
contingent on your promise to address the minor compliance issues listed in that report. Once the
mailing address issue is resolved, the permit can be transferred and a copy of the inspection report
will be included with the transferred permit.
Please respond to this emailed request for additional information regarding the transfer of permit No.
SW8 000408, by April 23, 2016.
Thank you.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
Iinda.lewisamcdenr.gov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28403
- 'Nothing Corn-pares --.�
Email c:corres ondence `o and f ran;;thii!adrl es. is sutject to tie
hfor i Carolina P,10!ic eYoc:c- bs,L.rw n ii ay be dischosEd to rbil-,d palfies.
1

Corporations Division Page 1 of 1
North Carolina
R5
'' '�'_�' Elaine mar shall 11' T ENT
SecretarySECRETARY O TATE,
PO Brix 29622 Raleigh,NC 27520-22 i'`gj807 Z90.J Account
Login
Our offices w;II be closed on March 26, 2016 in observance of Good Friday. Register
Click Here To:
View Document Filings File an Annual Report Print a Pre-Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: SCS Ventures, LLC
Limited Liability Company Information
Sosld: 1413383
Status: Current-Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 11/21/2014
Fiscal Month: January
State of Incorporation: NC
Registered Agent: Walker, Kevin G.
Corporate Addresses
Mailing: 3330 River Road
Wilmington, NC 28412
Principal Office: 3330 River Road
Wilmington, NC 28412
Reg Office: 3330 River Road
Wilmington, NC 28412
Reg Mailing: 3330 River Road
Wilmington, NC 28412
Company Officials .
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Managing Member: G Walker Kevin
3330 River Road
Wilmington NC 28412
http://www.secretary.state.nc.us/Search/profcorp/10671295 3/23/2016

CA201518700545
SOSID: 1413383
LIMITED LIABILITY COMPANY ANNUAL Date Filed:7/6/2015 3:04:00 PM
Elaine F.Marshall
NAME OF LIMITED LIABILITY COMPANY:SCS VENTURES, LLC North Carolina Secretary of State
SECRETARY OF STATE ID NUMBER: 1413 3 8 3 STATE OF FORMATION: NC C-4]J Filingin S7 0aly
the y
0545
REPORT FOR THE YEAR: 2015
SECTION A:BEGISTERED AGENT'S INFORMATION Changes
1. NAME OF REGISTERED AGENT: KEVIN G. WALKER
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNAAME CONIFIRMS CONSEW 10 YHE APPOWMEW
3. REGISTERED OFFICE STREETADDRESS&COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
3330 RIVER ROAD 3330 RIVER ROAD
WILMINGTON, NC 28412, NEW HANOVER WILMINGTON, NC 28412
SECTION B:PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: MARINA
& PRINCIPAL
2. PRINCIPAL OFFICE PHONE NUMBER. 910—7 91—2 411 OFFICE EMAIL:
4. PRINCIPAL OFFICE STREET ADDRESS&COUNTY S. PRINCIPAL OFFICE MAILING ADDRESS
3330 RIVER ROAD 3330 RIVER ROAD
WILMINGTON, NC 28412, NEW HANOVER WILMINGTON, NC 28412
SECTION C:COMPANY OFFICIALSIORGANIZERS(Enter additional Company Officials/Organizers in Section E.) SEE STATEMENT 1
NAME: KEVIN G WALKER NAME: NAME:
TITLE: MANAGER/MEMBER TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
3330 RIVER ROAD
WILMINGTON, NC 28412
It
b SECTION D:C TH lC6TI1N OEA
MUA.L REPORT.Section D must be completed in its entirety by a person/business entity.
t U I N%--,� `1 - a.. 1s
$t
Form must be signed by a 4 Prnpany Officiayorgari[er rated user Section C of this tam.
KEVIN G WALKER MANAGER/MEMBER
r nt a Type Name of Company OfficialfOrganizer
TIRE
t4
SUBMIT THIS ANNUAL REPORTTH THE REQUIRED FILING FEE OF SM
1 WITH
4 MAIL TO:Secretory of State,Corporatiora Division,Post Office Boa 29525,Raleigh,NC 27626-0525

CA201518700545
SCS VENTURES, LLC 47-2382599
NC ANNUAL REPORT MEMBERS NAMES AND ADDRESSES STATEMENT 1
MICHAEL E MCCARLEY
3330 RIVER ROAD
WILM?NGTON, NC 28412
KEVIN G WALKER
3330 RIVER ROAD
WILMINGTON, NC 28412
EUGENE R STRADER, JR
3330 RIVER ROAD
WILMINGTON, NC 28412
STATEMENT(S) 1

�9
s rmit Number
Permit Class P
MODIFICATIONIMAJOR 6-01
by CRC Variance STATE OF NORTH CAROLINA
Department of Environmental Quality
and 00
Coastal Resources Commission O
Perm gyp/
for
_2L Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
Issued to SCS Ventures,LLC c/o Mike McCarley,4114 River Rd. Wilmington, NC 28412
Authorizing development in New Hanover County at Cave Fear River, 4126 River Road,
Wi_ lminglon , as requested in the permittee's application dated 8/13/15 (2-1).revised
8,"25/15(MP-4),including the attached workplan drawings(8): 1-3 &7 dated 8/17/15,2a dated revised 8/26/15, &4-6 dated 6110115.
This permit, issued on March 7,2016 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Forklift/Pedestrian Pier
1) Unless specifically altered herein, this permit authorizes the waterward extension of the authorized
marina piers,the forklift platform, floating docks, and other structures and uses that are expressly and
specifically set forth in the attached permit application and workplan drawings. No other structure,
whether floating or stationary, shall become a permanent part of this reconfigured dry stack marina
facility without permit modification. No non-water dependent uses of structures shall be conducted
on;in or over public trust waters without permit modification.
ECEIVE
µ;SR 2016
(See attached sheets for Additional Conditi )
BY.— —
This permit action may be appealed by the permittee or Signed by the authority of the Secretary of DEQ and the
-- other qualified persons within twenty(20) days of the issuing Chairman of the Coastal Resources Commission.
date.
4 This permit must be accessible on-site to Department
personnel when the project is inspected for compliance./
Any maintenance work or project modification not covered BrffAn C. Davis,Director
he., requires fin-ther Division approval. Division of Coastal Management
All work must cease when the permit expires on
This permit and its conditions are hereby accepted.
December 31,2019
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
/ Signature of Permittee

SCS Ventures,LLC. Permit#66-01
Page 2 of 3
ADDITIONAL CONDITIONS
2) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
r
waters at or adjacent to the authorized work.
3) The authorized structure and associated activity shall not cause an unacceptable interference with
s
navigation.
4) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
5) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
6) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
U.S.Army Corps of Engineers Conditions
7) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee shall be required,
upon due notice from the Corps of Engineers, to remove relocate or alter the structural work or
obstructions caused thereby, without expense to the United States or the state of North Carolina. No
claim shall be made against the United States or the state of North Carolina on account of any such
removal or alteration.
8) Approval of the structure was based on a determination that there would be no obstruction to navigation.
Under conditions existing within the Cape Fear River, a possibility exists that the structure may be
damaged by wave wash from passing vessels. Issuance of this permit should not be construed as
relieving the permittee of taking proper steps to ensure the structure and moored boats will not be
damaged by wave wash.
9) The permittee,upon receipt of a notice of revocation of this permit or upon its expiration before
completion of the work will, without expense to the United States and in such time and manner as the
Secretary of the Army or his authorized representative may direct, restore the water or wetland to its pre-
project condition.
10) In order to further protect the endangered West Indian Manatee, Trichechus manatus,the applicant shall
implement the U.S. Fish& Wildlife Service's Manatee Guidelines, and strictly adhere to all
requirements within. The guidelines can be found at:
http://www.fws.gov/nc-es/mammal/manatee guidelines.pdf.

J, SCS Ventures,LLC. Permit#66-01
Page 3 of 3
Easement
11) Prior to usage of any facilities authorized under this permit, the permittee shall apply for and receive an
Easement from the Department of Administration's State Property Office as required under N.C.G.S.
146-12(e).
General
12) No excavation or filling of any open water area or vegetated wetlands is authorized by this permit.
13) The authorized project is located within a primary nursery area(PNA). Therefore, in accordance with
T15A:07H.0208 of the Rules of the Coastal Resources Commission, no new dredging or excavation
within the PNA shall be permitted. Dredging in any manner, including "kicking" with boat propellers, is
not authorized. This prohibition shall be applied and enforced throughout the entire existence of the
permitted structure.
14) This permit shall not be assigned,transferred sold or otherwise disposed of to a third p � p party without the
written approval of the Division of Coastal Management.
15) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
16) This Major Modification shall be attached to the original of Permit No. 66-01, which was transferred to
the permittee on 3/30/15, and copies of all documents shall be readily available on site when Division
personnel inspect the project for compliance.
17) All conditions and stipulations of the active permit remain in force under this Major Modification unless
specifically altered herein.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required. This includes, but is not limited to, transfer
and/or issuance of a State Stormwater permit and Erosion and Sedimentation Control Plan.
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE: The N.C. Division of Water Resources has authorized the proposed project under DWR Project
No. 2013-0951 v2.
:NOTE- The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id.No. SAW-
2000-01574.
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Compliance Inspection Report
Permit: SW8000408 Effective:10104113 Expiration: 10/07/19
Project Watermark Marina of Wilmington
Owner: Cxa10 Corporation
County: New Hanover Adress: 3526 River Rd
Region: Wilmington
City/State/Zip:Wilmington NC 28412
Contact Person: Gene Strader Title: Manager/Agent Phone: [phone]
Directions to Project:
At intersection of River Road and Independence Blvd.
Type of Project: State Stormwater-HD-Detention Pond .
Drain Areas: 1 -(CAPE FEAR RIVER) (03-06-17)(SC)
On�Site Representative(s):
Related Permits:
Inspection Date: 02/17/2016 Entry Time: 03:30PM Exit Time: 03:50PM
Primary Inspector: Alida R Lewis Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Other Inspection Type: Transfer Renewal
Permit Inspection Type: State Stormwater
Facility status: ❑ Compliant ❑ Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
page: 1

Permit: SW8000408 Owner-Project: Cxa10 Corporation
Inspection Date: 02/17/2016 Inspection Type Transfer Renewal Reason for Visit: Other
Inspection Summary:
The project was inspected because of a proposed change of ownership from CSA-10 Corporation(Gene Strader,
Manager)to SCS Ventures, LLC(Gene Strader, Manager).The following compliance issues need to be addressed as
part of the proposed transfer:
1. Provide revised layout and grading plans.The only approved plans in the file are from May 25,2000.The current layout
and grading of the site are different than those 2000 approved plans.
2. Please maintain the pond by removing the woody vegetation which has taken over the pond slopes and restoring the
slopes with grassed vegetation.
3.Access to the outlet stucture for routine maintenance is essential. How is the outlet structure supposed to be
accessed in its current location?
page: 2

Permit SW8000408 Owner-Project: Cxa10 Corporation
Inspection Date: 02/17/2016 Inspection Type Transfer Renewal Reason for Visit: Other
File Review Yes No NA NE
Is the permit active? W ❑ ❑ ❑
Signed copy of the Engineer's certification is in the file? ❑ ❑ ❑
Signed copy of the Operation&Maintenance Agreement is in the file? ■ ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ❑ ❑ ® ❑
Comment: 1.The certification covers Phases 1 and 2 only. Phase 3 is not built.
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? ❑ E ❑ ❑
Is the drainage area as per the permit and approved plans? 0 ❑ ❑ ❑
Is the BUA(as permitted)graded such that the runoff drains to the system? ❑ ® ❑ ❑
Comment: 2.The Division's only approved layout Dian is dated May 25,2000.The site has undergone some layout
and phasina changes, however, no new site plans were provided.
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? ❑ ❑ ❑
Are the inlets located per the approved plans? ❑ ❑ ❑
Are the outlet structures located per the approved plans? ❑ ❑ ❑
Comment: 3.The outlet structure is located as per the approved plan, but for the most part is inaccessible. One
must either cross over the ripraD spillway via the eastern access route,or must wade throuah water(and
alligators)via the western access.
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ❑ N ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑
DWQ upon request?
Comment: 4.Please remove the woody vegetation that has taken over the pond slopes and provide grassed
vegetation. .
Other Permit Conditions Yes No NA NE
Is the site compliant with other conditions of the permit? ❑ 91 ❑ ❑
Comment: 5. Please provide updated layout and grading plans with dimensions for the BUA and the most-recent
storm drainage information shown. If there is a detailed clubhouse layout and-grading plan a copy of
that would be appreciated.
page: 3

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-10 Corporation
4. Signing Official's Name: Gene Strader Title: Agent
5. Mailing Address: 4114 River Rd
City: Wilmington State: NC Zip: 28412
6. Phone: ( gl( ) 509-1942 Fax: ( 910 509-0211
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)
aChange in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
❑ Mailing address/phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization: SCS Ventures, LLC
2. Proposed permittee's signing official's name: Gene Strader
3. Proposed permittee's title: Member 4 n�►.�+v �e� _
4. Mailing Address:,-, ver R& 3330 Ri YQr- R02C4 A*-GS 3 f 29 &
City: Wilmington State: NC Zip: 28412
Phone: (910 ) 509-1942 Fax: (910 ) 509-0211
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 he
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information on. page 4)
M
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, institu corporation limited liability
company, or other corporate entity, provide documentation showin amed
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 p essing
fee is not required. Subsequent ownership transfers will require the $40.00 processin f e.
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement:
❑ Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit. I, , the current
permittee, hereby notify the DWQ that I am changing my name and/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.
aCheck here if current permittee is transferring the property to a new owner and will not retain
ownership of the permit.
I, Gene Strader- Agent , the current permittee, am submitting this application
for a transfer of ownership for permit# SW8 000408 . 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. el
Signature: Date: ql2glls
I, - ,e tt e loft 96Ldd\1 , a Notary Public for the State of
SM IW_� (d r 061 , County of , do hereby certify that
�7 �icGl personally appeared before me this the
L day of �� , 20 , and acknowledge the due execution of the
for oing instrument. Witness my hand and official seal, (Notary Sea;).
PTd
tary Si ature
�to. 1212211S
SSW N/O Change Rev24Sept2012 Page 2 of 4

V. PROPOSED PERMITTEE CERTIFICATION: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
1, Gene Strader- Member — v-j*..w !� A tr` , 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. I
acknowledge and attest that I have received a copy of: (check all that apply to this permit)
® 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
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 i all required supporting information and attachments listed
above are not included, this ap licatio ackage will be returned as incomplete.
Signature: _ Date: 112?,115
I, 1 t l ►�1 e / 0�- 6W Cl, dq , a Notary Public for the State of
cam '
', County of ICJ t ty Aq 11a_ , do hereby certify that
60 -2 9 personally appeared before me this the
0 day of�S-�X7�-• , 20 15, and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
(Notary Seal
tary Sig ature
LK-P. 1212;_7115
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.
- kv
SEP 2 8 2015
SSW N/O Change Rev24Sept2012 Page 3 of 4 BY:

VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections ll 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: Gene Strader
Organization: SCS Ventures, LLC
Title within the Organization: Member
Street Address: 4114 River Rd
City: Wilmington State: NC Zip: 28412
Mailing Address:
(if different from street address)
City: State: Zip:
Phone: [phone] Fax: 91 n-509-1942
Email: gene(aD-intracoastalrealty.com
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 N GS 143-215.6.
Signature of the property owner Date: - ( AIL5
I, 01A ff &I 6L. , a Notary Public for the State of
County of Mf W tAa n om<, do hereby certify that
Cam- r a de r personally appeared before me this the
day of -e��' , 20�, and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
L111.V 1 0 a d d�l (Notary Sea!)
o ary Signyure
�T
ECEIVE
SEP 2 8 2015
BY:_
SSW N/O Change Rev24Sept2012 Page 4 of 4

Corporations Division a Page 1 of 2
f::.i[gLYllSit. Nai�j��CarabF-1
�r.. DEFARWENT 'THrE
y, i r , Elaine A aftil
� F.seaebry ECRETARY OF STATE
PO i Rdalgh.NCtiiyact� aor@
Click Here To:
View Document Filings File an Annual Report Print a Pre-Populated Annual Report form
Amend a Previous Annual Report
Corporate Names Ct Wel- — pe-nn 4+,gJ2
Legal: CXA-10 Corporation
Business Corporation Information
Sosld: 1268819
Status: Current-Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 7/13/2012
Fiscal Month: December
State of Incorporation: TX
Registered Agent: CT Corporation System
Corporate Addresses
Reg Office: 150 Fayetteville St., Box 1011
Raleigh, NC 27601
Reg Mailing 150 Fayetteville St., Box 4011
Raleigh, NC 27601
Mailing: 6000 Legacy Drive
Plano, TX 75024
Principal Office. 6000 Legacy Drive
Plano, TX 75024
Officers
President: Jacob Cherner
6000 Legacy Drive
Plano TX 75024
Sr VP.- James Erwin
6000 Legacy Drive
Plano TX 75024
Sr VP: W T Saurenmann
6000 Legacy Drive
Plano TX 75024
Sr VP: Craig Singer
6000 Legacy Drive
Plano TX 75024
Secretary:
http://www.secretary.state.nc.us/Search/profcorp/10039692 9/22/2015

Corporations Division Page 2 of 2
Tim H Taylor
6000 Legacy Drive
Plano TX 75024
Sr VP: Kevin Twitcheil
6000 Legacy Drive
Plano TX 75024
Stock
http://www.secretary.state.nc.us/Search/profcorp/10039692 9/22/2015

BUSINESS CORPORATIUA ANiv UAL REPOR SOSED: 1268819
Date Filed:4/7/2015 9:10:00 AM
Elaine F.Marshall
NAME OF BUSINESS CORPORATION: CXA-10 Corporation North Carolina Secretary of State
SECRETARY OF STATE ID NUMBER: 1268819 STATE OF FORMATION: TX CA2015 097 04430
REPORT FOR THE FISCAL YEAR END: 1 213 1/20 1 4
SECTION A:REGISTERED AGENT'S INFORMATION ® Changes
1.NAME OF REGISTERED AGENT: CT Corporation System
2.SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3.REGISTERED OFFICE STREET ADDRESS&COUNTY 4.REGISTERED OFFICE MAILING ADDRESS
150 Fayetteville St.,Box 1011 150 Fayetteville St.,Box 101 L
Raleigh,NC 27601 Wake Raleigh,NC 27601
SECTION B:PRINCIPAL OFFICE INFORMATION
1.DESCRIPTION OF NATURE OF BUSINESS: (teal Estate Holding Company
Privacy Redaction
2.PRINCIPAL OFFICE PHONE NUMBER: [phone] 3.PRINCIPAL OFFICE E
.4.PRINCIPAL-OFFICE STREET ADDRESS&COUNTY S.PRINCIPAL OFFICE MAILING ADDRESS © 'O'v.
•
6600 Legacy Drive 6000 Legacy Drive
Plano,TX 75024 Collin .Plano,TX 75024
SECTION C:OFFICERS(Enter additional Officers in Section E.)
NAME: Jacob Cherner NAME: Tim H.Taylor NAME: Craig Singer
TITLE: President TITLE: Secretary TITLE: 70fKfidM Sr.Vice President
ADDRESS: ADDRESS: ADDRESS:
6000 Legacy Drive 6000 Legacy drive 6000 Legacy Drive
Plano,TX 75024 Plano,TX 75024 Plano,TX 75024
SECTION D:CERTIFICATION OF ANNUAL REPORT Section D must be completed in its entire by a person/business entity.
7
SIGNATURE DATE .
Form must be signed by an officer listed under Section C of this form.
Tim H.Taylor Secretary
Print or Type Name of Officer TITLE
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF S25 � II
MAIL TO:Secretary of State, Corporations Division, Post Office Box 29525, Raleigh,NC 27626-0525 I II

CA201509704430
SECTION E:ADDITIONALOEFJCERS(Hit the+button to add additional Officers)
NAME: James Erwin NAME: Douglas Kroiss NAME: Kevin Twitchell
TITLE: Sr.Vice President TITLE: Sr.Vice President TITLE: Sr.Vice President
ADDRESS: ADDRESS: ADDRESS:
6000 Legacy Drive 6000 Legacy Drive 6000 Legacy Drive
Plano,TX 75024 Plano,TX 75024 Plano,TX 75024
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
NAME: NAME: NAME:
TITLE: TITLE: TITLE: 0
ADDRESS: ADDRESS: ADDRESS: El
NAME: NAME: NAME:
TITLE: TITLE: TITLE: 0
ADDRESS: ADDRESS: ADDRESS: El
NAME: NAME: NAME:
TITLE: TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS: FA
NAME: NAME: NAME:
TITLE: TITLE: TITLE: El
ADDRESS: ADDRESS: ADDRESS:

New Hanover County Page 1 of 1
NOW
PARID: R07000-002-005-000
SCS VENTURES LLC 4126 RIVER RD
Parcel
Alt ID 312517.00.4831.000
Address 4126 RIVER RD
Unit
City WILMINGTON
Zip Code
Neighborhood CIR00
Class IND-Industrial
Land Use Code 449-Marina-Marine Craft Dock
Living Units
Acres 40.42
Zoning LI-LIGHT INDUSTRIAL
LegalL
Legal Description TRACT WATERMARK MARINA OF WILMINGTON
Tax District WM
Owners
Owner SCS VENTURES LLC
City WILMINGTON
State NC
Country
Zip 28412
THE DATA IS FROM 2015
http://etax.nhcgov.com/DaWets/PrintDatalet.aspx?pin=RO7000-002-005-000&gsp=PROF... 9/22/2015

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2014033911
FOR REGISTRi1TION REGISTER OF DEEDS
TpMi1Y THEUSCH BEASLEY
PREPARED BY NEW WiNOVER COUNTY, NC
Hunton&Williams LLP 2014 DEC 17 04 27 33 PM
One Bank of America Plaza 8K 07 PG,2785-2789 FEE $26 M
421 Fayetteville Street,Suite 1400 K REV STW $2,910 00
Raleigh,North Carolina 27601 11TW I L4I'lY 911
ATTN DAL RE
AFTER RECORDING RETURN TO
Solana,Thenault&.Gross,PLLC
1650 Military Cutoff Road #200
Wilmington,North Carolina 28403
GRANTEE'S ADDRESS Transfer Tax/Stamps: $2,810.00
LLC Ventures,c/o Tax Paxoel Nos: R07000-002-005-000
c/o Carolina Marine Terminal,Inc R07000-002--009-000
3330 River Road
Wilmington,North Carolina 28412
SPECIAL WARRANTY DEED
CXA-10 CORPORATION, a Texas corporation, successor-by-merger to CXA-S Corporation, a Texas
corporation("Graator"I in consideration of the sum of TEN AND N01100 DOLLARS($10.00)and other good
and valuable consideration in hand paid by SCS VENTURES, LLC, a North Carolina limited liability company
("Grantee"), the receipt and sufficiency of which are hereby acknowledged, hereby GRANTS, BARGAINS,
SELLS and CONVEYS unto Grantee the real property located in New Hanover County,North Carolina,which is
more particularly described on 1xhibit "A" attached hereto and made a part hereof; together with (i)all and
singular,all of Grantor's right,title and interest, if any,in and to any and all rights,benefits,privileges,easements,
tenements, and appurtenances thereon and pertaining thereto, including all of Grantor's right, title and nterest, if
any, in and to any adjacent streets, roads,alleys,easements and rights-of-way,(it)any and all improvements and
buildings located on such real property(said real property, together with such rights,appurtenances and interests,
improvements and buildings being collectively called the"P gl Yrt "),subject to,however,all easements,rights of
way,encumbrances,liens,covenants,condtttons,restrictions,obligations and liabilities as may appear of record and
all matters that an accurate survey or a physical inspection of the Property would reveal, including, without
limitation,the exceptions set forth in Exhibit "B" attached hereto and made a part hereof(said exceptions being
called the"Permitted Exceptions")
TO HAVE AND TO HOLD the Property, subject to the Permitted Exceptions, together with all and
singular the rights and appurtenances thereto in anywise belonging unto Grantee,its successors and assigns forever
Grantor does hereby bind itself; and Its legal representatives and successors to WARRANT AND FOREVER
DEFEND all and singular the Property unto Grantee, its successors and assigns, against every person whomever
lawfully chim ung or to claim the same or any part thereof,by or under Grantor,but not otherwise,and subject to the
Permitted Exceptions
[signafures ott foiiow11wageli
Special Warranty Deed
78033 000010 EMF US 5350952Iv3

EXECUTED to be effective as of the day of December,2014
CXA-10 CORPORATION,
a Texas corporation,
successor-by-merger to CXA-5 Corporation,
a Texas rpo Lion
By
O OW�W—
Print MMnowl
Its
STATE OF TEXAS §
§
COUNTY OF COLLIN §
D �_gned ority, a Notary Public, to and for said county insaid state, hereby certify that
�J� Authorized Signatory of CXA-10 CORPORATION, a Texas
corporation,and whose nine is signed to the foregoing instrument,and who is known to me,acknowledged before
me on this day that,being informed of the contents of said instrument he, as such Authorized Signatory and with
full authority,executed the same voluntarily for and as the act of CXA-10 CORPORATION,a Texas corporation
Given under my hand and seal of office this 0 day of December,2014
NOTAR C IN AND FOR
THE STATE OF TEXAS
My Co missi n uses l ,
I a (�
(Printed Name of Notary)
ILIZABEitfjSMto'3nl
ANCIS
' ` • Nlt)t0ty Pul*c of tewos
MV CornmxPW
•,., ti' Nowrtb2018
Special Warranty Deed 2

EXHIBIT"A"
PROPERTY DESCRIPTION
That ccrWn tract of lend bung In New Haoovear County,
Noid Carolina,and being Adore fatly dexdbcd ss fMows:
Being all of a 40.45 tore tact as dwm an a map of ecn blostion
for Waotar wk Martina of WilmdVm as shown on plant ro wded in
Map Book 48,Page;331,New Henovar County PAO*y.
This comroyance is tirade tom with A a semmb benefiting
the Ares"property,includingt but am being limited to,fire"60"
Access Bewment"located north of"northern line of Tract C as
said lino is wended weatMrs*60 feet depicted on the map
added"Mop of Reoornbinstion Work Marin of
Wilmington",said nup bedsg recorded in Mop Hook 48,Pop 331
in tha offw of the Regbter of Deeds of New Hanover County.
This convoys=is made subioct to dw deft of*there in and to
due non-exclusive ow of flu"60"Access FAmn eent" locoed north
of the namban line of Tract C,as said Use is wdeadod wmtwerdly
60 fat,depicted on the map added"Map of Recombinction of
Watamerk Marina of Wig"recorded In Map Boole 48,
Page 331 in the office of the Register of Deeds of New Hanover
County,including.but not being limited to the non-exclusive
moment dew of Walk Marina of VrAmb gtarl,LLC in said
nontexchalve easement(and including only that portion of said
eaaens u t which is located north of the northern line of Tltot C as
said lion is extended wostww*60 feet)app WAA to the
prop"described by the deed recorded in Book 4929,Pop 1235
is situ of a of die Resiner ofDaft ofNew Hanovw County,
which easenl ou riglnb are and andl be non-exclusive and shall be
used in common with all of sloe owners of other property benefited
by said eaaelrm including,dart not being limited to,the property
depicted ns WAS AC+P'shown an die crap mstidW"Map of
Roeombirudon Watermark,Marine of Wlhnington"reootded in
Map Hook 41t.Page 331 in the ofFm of tho Register of Dads of
New Him a County.
Special Warranty Dead Exhibit"A"

EXHIBIT"B"
PERMITTED EXCEPTIONS
1 Taxes and assessments for the year 2015 and subsequent years,not yet due and payable
2 The follovang matters
Easements) to Carolina Power and Light Company recorded in Book 542,
Page 118; Book 1006, Page 372, Book 1500, Page 1527, and Book 1500, Page
1541, New Hanover County Registry.
Easement(s) between CSA-5 Corporation and Cape Fear Public Utility
Authority recorded in Book 5602, Page 652, New Hanover County Registry
Easement(s) between CSA-10 Corporation and Piedmont Natural Gas Company,
Inc. recorded in Book 5730, Page 2451, New Hanover County Registry.
Agreement (s) between CYA-10 Corporation, successor by merger from CXA-5
Corporation and Piedmont Natural Gas Company, Inc. recorded in Book 5730,
Page 2455, New Hanover County Registry.
3 The following additional exceptions
A. Setbacks, easements, governmental regulations, or other matters shown
on or disclosed by plat recorded in Map Book 48, Page 331, New Hanover
County Registry
B. Existing easements for public roads and utilities now in use.
4 Riparian rights or title to that a portion of the Property,if any, lying below the highwater mark of
Barnards Creek and the Cape Fear River
5 Title to that portion of the Property,if any,which is marshland or which was formerly marshland
6 Rights of third parties under boat,RV or other storage agreements and any pool membership
agreements affecting the Property
Special Warranty Deed Exhibit"B"

Corporations Division Page 1 of 1
Nth
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ib11J F. , at' 1` DE�'�EW Ci�TI
i060 HW P4d*lk NO 2PB234M 019)W-=
Click Here To:
View Document Filings File an Annual Report Print a Pre-Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: SCS Ventures, LLC
Limited Liability Company Information
Sosld: 1413383
Status: Current-Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 11/21/2014
Fiscal Month: January
State of Incorporation: NC
Registered Agent: Walker, Kevin G
Corporate Addresses
Mailing: 3330 River Road
Wilmington, NC 28412
Principal Office: 3330 River Road
Wilmington, NC 28412
Reg Office: 3330 River Road
Wilmington, NC 28412
Reg Mailing: 3330 River Road
Wilmington, NC 28412
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Managing Member: G Walker Kevin
3330 River Road
Wilmington NC 28412
http://www.secretary.state.nc.u.VSearch/profcorp/10671295 9/22/2015

SOSID:1413383
Date Filed: 11/21/2014 9:24:00 AM
Elaine F.Marshall
North Carolina Secretary of State
State of North Carolina I C2014 323 00985
Department of the Secretary of State
.Amited�.iability Company
ARTICLES OF ORGANIZATION
Pursuant to§57D-2.20 of the General Statutes of North Carolina,the undersigned does hereby submit these
Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: SCS Ventures, LLC
(See ltem i of the Listmations fbt appropriate entity dWgaatim)
2. The name and address of each person executing these articles of organization is as follows:(State
whether each person Is executingthese articles of organization in the capacity ofa member,organizer
or both. Note: This document must be signed by all persons liateQ
Kevin G.Walker, Organizer
3330 River Road,Wlimington,NO 28412
3. The name of the initial registered agent is: Kevin G.Walker
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and Street 3330 River Road
City Wilmington State:NC Zip Code: 28412 County: New Hanover
5. The mailing address,if different from the street address, of the Initial registered agent office is:
Number and street same as street address
Clty State:MC Zip Code: County:
6. Principal office Information: (Select either a orb.)
a. 0 The limited liability company has a principal office.
The principal office telephone number: [phone]
The street WjdWs and county of the principal office ofthe limited liability company Is:
Number and street 3330 River Road
cityWllmington State: NC Zip Code: 28412 County: New Hanover
CORPORATIONS DIVISION P.O.Box 29622 RALEIGK NC 27626.0622
(Revised January 2014) 1 (Farm L-01)

Tho nailing 294ress,if difftbrant f1•om the street address, of the principal office of the company is:
Number and ft-oat aame as street address
City State: Zip Code; County:
b. [--)The limited liability company does not have a prino[pal office.
7. Any other provisions which the limited liability company elects to include(e.g.,the purpose of the entity)
are attached.
8, (Optional):Please provide a business e-mail address:
The Secretary of State's Olflce will a-mall the business automatically at the address provided above at no
cost when is document is filed. The email provided will not be viewable on the wobsite. For more
information on why this service is offered,please see the Instructions for this document,
9. These articles will be affective upon filing,unless a fbture date is speclfled:
This Is the t 9th day of November ,20 14
Op
UP Signature
Kevin G.Walker,Organizer
Type or Print Name and Title
The below space to be used if more than one organizer or member is listed In Item#2 above.
gnaWre Signature
Type and Print Name and Title e aPrint ame ER Title
Signature signetturo
Type and Plat Name 4na Title 7ype and Print Name andntle
NOTES:
I. Filing fee is$125, This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P,O.Box 29622 RALEIGH,NC 27626.0622
(Revised January 2014) 2 (Form L41)

CA201518700545
i; SOSID:1413383
LIMITED LIABILITY COMPANY ANNUAL Date Filed:7/R Ma shall 0 PM
Elaine F.Marshall
NAME OF LIMITED LIABILITY COMPANY:SCS VENTURES, LLC North Carolina Secretary of State
SECRETARY OF STATE ID NUMBER: 1413 3 8 3 STATE OF FORMATION: NC CA2 015 1187 00545
REPORT FOR THE YEAR: 2015
SECTION A:REGISTERED AGENT'S INFORMATION Chan es
1. NAME OF REGISTEREDAGENT: KEVIN G. WALKER
2 SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE w TffUFE ONSENr TO THE APPOINTMENT
I REGISTERED OFFICE STREET ADDRESS&COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
3330 RIVER ROAD 3330 RIVER ROAD
WILMINGTON, NC 28412, NEW HANOVER WILMINGTON, NC 28412
SECTION B:PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: MARINA
3. PRINCIPAL
2 PRINCIPAL OFFICE PHONE NUMBER: 910-7 91-2 411 OFFICE EMAIL:
4. PRINCIPAL OFFICE STREET ADDRESS&COUNTY 5, PRINCIPAL OFFICE MAILING ADDRESS
3330 RIVER ROAD 3330 RIVER ROAD
WILMINGTON, NC 28412, NEW HANOVER WILMINGTON, NC 28412
SECTION C:COMPANY OFFICIALS/ORGANIZERS(Enter additional Company Officials/Organizers in Section E) SEE STATEMENT 1
NAME: KEVIN G WALKER NAME: NAME:
TITLE: MANAGER/MEMBER TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
3330 RIVER ROAD
WILMINGTON, NC 28412
A
SECTION D:CERTIFICATIdN OF AMA REPO T.Section D must be completed in its entirety by a person/business entity.
ff NADAYS
I Form must be signTax.,OKciallOrganizer rated under Section C of this farm,
KEVIN G WALKER MANAGER/MEMBER
Print o Typo Name of C4mwy OfricialfOrganizer TITLF.
r
SUBMIT THIS ANNUAL REPORT WITH THE REOUIRED FILING FEE OF$200
469231
8 1< MAIL TO:Secretary of State,Corporations Division,Post Office Boa 29525,Raleigh,NC 27626.0525

CA201518700545
<f SCS VENTURES, LLC 47-2382599
NC ANNUAL REPORT MEMBERS NAMES AND ADDRESSES STATEMENT 1
MICHAEL E MCCARLEY
3330 RIVER ROAD
WILMINGTON, NC 28412
KEVIN G WALKER
3330 RIVER ROAD
WILMINGTON, NC 28412
EUGENE R STRADER, JR
3330 RIVER ROAD
WILMINGTON, NC 28412
STATEMENT(S) 1

North Carolina Department of Environmental Quality
Pat McCrory Donald R. van der Vaart
Governor Secretary
September 22, 2015
Mr. Gene Strader, Manager
CXA-10 Corporation
4114 River Road
Wilmington, NC 28412
Subject: Request for Transfer of State Stormwater Management Permit
Watermark Marina
Stormwater Permit No. SW8 000408
New Hanover County
Dear Mr. Strader:
On September 21, 2015, the Wilmington Regional Office of the Division of Energy, Mineral and
Land Resources (DEMLR) received information regarding Watermark Marina located at the
terminus of Independence Boulevard at River Road in New Hanover County. The project is
currently operating under Stormwater Management Permit Number SW8 000408 which was
transferred to you on October 4, 2013. DEMLR received a copy of a CAMA Major Permit
application for the site which was submitted by SCS Ventures, LLC, as the purported owner of the
project.
County tax records indicate that SCS Ventures, LLC, now owns this property. CXA-10 Corporation
conveyed the property to SCS Ventures, LLC, on December 17, 2014, via that deed recorded in
DB 5857 at PG 2785 of the New Hanover County Register of Deeds. Please submit a completed
and signed Name/Ownership Change Form in order to transfer the permit from the original
permittee to a new owner/developer. Please submit the.completed form to this Office before
November 22, 2015, along with the required supporting documentation. This form is available on
our website at: http://portal.ncdenr.org/web/Ir/state-stormwater-forms dots.
If ownership of the property covered by this permit has changed either due to death, dissolution of
the corporate entity, sale, bankruptcy, foreclosure or conveyance to the HOA or POA, then, per
General Condition 111.1 of the permit, the'permittee must notify the Division of any transfer of
ownership by submitting a completed name/ownership change form. In addition, General Condition
111.9 of the permit requires the permittee to notify the Division within 30 days of any name,
ownership or mailing address changes.
Failure to provide the requested information, or to respond to this letter by November 22, 2015,
may initiate enforcement action including the assessment of civil penalties of up to $25,000 per
day. If you have any questions or need assistance please contact Linda Lewis in the Wilmington
Regional Office, at telephone number(910) 796-7215 or via email at linda.lewisa-ricdenr aov.
Sincerely,
r
Ae - _
Tracy DaV9, P.E., Dir ctor
Division of Energy, Mineral and Land Resources
GDS/ari: GA\kStormwateAPermits&Projects120001000408 HD12015 09 req-transfer 000408
cc: Kevin G. Walker, Manager, SCS Ventures, LLC (3330 River Road, Wil. 28412)
Robb Mairs, DCM
Steve Morrison, Land Management Group
Georgette Scott, Wilmington Regional Office Stormwater Supervisor
WiRO Stormwater File
Division of Energy, Mineral,and Land Resources
Land Quality Section-Wilmington Regional Office
127 Cardinal Drive Extension,Wilmington,North Carolina 28405
(910)796-72151 Fax: [phone]•Internet:hth):0ortal.ncdenr.org/webllrl
An Equal Opportunity 1 Affirmative Action Employer—Made in part by recycled paper

Lewis.Linda
From: Lewis,Linda
Sent: Monday, September 21, 2015 12:26 PM
To: Coats, Heather
Cc: Mairs, Robb L; Morrison, Steve; 'atom [e-mail]'; Sett,Georgette;
'[e-mail]'
Subject: Watermark Marina - SCS Ventures LLC SW8 000408
Heather:
I think I'm a bit late with my comments on this CAMA application.The only issue I see at the moment is that the
storrwater permit is currently still in the name of CXA-10 Corporation and has NOT been transferred to SCS Ventures
LLC.
I've copied Mr. Gene Strader,the manager of CXA-10 Corporation, Mr. Mike McCarley and his agent Steve Morrison on
this email at the email addresses provided on the CAMA application.They will be receiving a copy of a letter from
DEMLR to CXA-10 Corporation which requests that CXA-10 transfer the stormwater permit to SCS Ventures LLC.
DEMLR cannot approve or exempt the proposed activity until the stormwater permit is transferred to SCS Ventures LLC.
Thanks,
Linda Lewis,E.I.
Environmental Engineer III
Division of Energy,Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Main Office—910-796-7215
Direct Line—910-796-7343
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

N 4�
MCDENR
North Carolina Department of Environment and Natural Resource
Pat McCrory Donald R.van der Vaart
Governor .Secretary
**SEE.- NEW"RETURN TO"CONTACT INFO**
August 27, 2015
MEMORANDUM:
TO: Georgette Scott
Stormwater Section III.
DEMLR -WiRO
FROM: Heather Coats, NC DENR-DCM Assistant Major Permits Coordinator
127 Cardinal Drive Ext., Wilmington, NC 28405 heather coatsQncdenr..Cyo
Fax- 395-3964 (Couder 04-16-33) S
S,1
SUBJECT: CAMA Permit Application Review 66-01 MM 51511
Applicant: SCS Ventures, LLC(Watermark Marina) c/o Mike McCarty
Project Location: 4126 River Rd., adjacent to the Cape Fear River, in Wilm., New Hanover Co.
Proposed Project: to expand the existing launch & retrieval pier into deeper water
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Heather Coats at the address above by September 19, 2015. 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.
00 0q cD�
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached. J0&,,A1'14ee /?joadf /b -P,-),S A,-- -{& SLR
PC-Mg* 10 5CS V0749 I-C.C,
This agency objects to the project for reasons described in the attached comments.
SIGNED riLif DATE
N.C.Division of Coastal Management
127 Cardinal Drive Ext.,Wilmington,NC;28405
Phone:[phone] FAX:[phone] Internet:www.nccoastalmanagement.net
An Equal Opportunity 4 Affirmative Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME:SCS Ventures,LLC c/o Mr. Mike McCarley
PROJECT NAME:Watermark Marina Major Modification State Permit No.66-01
2. LOCATION Or PROJECT SITE. 4126 River Ruad, 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,7-81995: 14-147: D-J, 17-18
State Plane Coordinates-X:2319995 Y: 151025 Rover File—0-082613A
Lat: 34009'37.04149"N Long: 77056'32.14349wW
3. INVESTIGATION TYPE:CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit—08/24/2015
Was Applicant Present—Yes(Gene Strader)
5. PROCESSING PROCEDURE:Application Received—08/19/2015(completed)
6. SITE DESCRIPTION: Office—Wilmington
(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: NIA
Source-N/A
7. HABITAT DESCRIPTION: [AREA]
EDGED FILLED OTHER
(A)Vegetated Wetlands—
(B) Non-Vegetated Wetlands—Open Water 45,010 sq. f.
inco orated
(C)Other—High Ground
(D) Total Area Disturbed:45,010 sq.ft. (1.0 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.

SCS Ventures, LLC(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(NH".
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(Bamards 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 to
CXA-10 Corporation on October 16,2012.State Permit No.66-01 was 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. State Permit No. 66-01 was renewed on January 7, 2014 and was recently transferred to SCS Ventures,LLC on
March 30,2015,which is due to expire on December 31, 2015.
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 appearto be§404 type wetlands regulated bythe 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 Bamards 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 only extends approximately 540' into the waterbody,which is approximately 132' landward of the
distance rule.

SCS Ventures, LLC(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 shallow water depths in the project area. This application indicates that based on the.latest
hydrographic surrey 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(MLW).The federally maintained Cape Fear River channel in the vicinity of the existing
launch and retrieval pier is approximately 4,790'southwest of the outer edge of marsh at the existing launch and retrieval
pier(See Sheets 1,2, 2a, 6 and 7 of 7 and Project Narrative).
PROPOSED PROJECT:
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.A new forklift pier,
measuring approximately 1,058' in length by 24' in width along with a new pedestrian access pier, measuring
approximately 957'in length by 14'in width would extend side-by-side to each other towards the southwest into the Cape
Fear River. The proposed access piers would be in the location of the four existing southern channel markers.These
piers would terminate onto a fixed platform,measuring approximately 60'in length by 43'in width.Access ramps would
lead onto two (2) floating docks, one measuring approximately 172' in length by 10' in width and one, measuring
approximately 192'in length by 10'in width. These floating docks would run perpendicular to the channel and shoreline.
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 in water depths ranging from approximately-2.8'to 4.0'@ MLW contour in
the back channel between Island 13 and the existing launch and retrieval pier.Approximately 728 linear feet(potentially
29 wet slips)of side-to dockage would be associated with the 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 for a potential of 58 slips.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 the existing facility would
be utilized for the launch and retrieval of vessel during higher tides.The application also states that only 20 of the 430
slips within the dry-stack marina 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 requestto 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 and 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 45,010 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 788' to 1,460' into a waterbody measuring
approximately 2,364'across.The most waterward end of the proposed structures would extend approximately 1/3 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-4.0'@ MLW for the proposed total distance of 1,020'into the adjacent waterbody.The
proposed structures would not encroach into the USACE navigation channel setback.Minorturbidity increases should bo
expected during the construction process.
Submitted by: Robb L. Mairs Date:08/27/2015 Office:Wilmington

Project Narrative
Major Modification CAMA Permit Number 66-01
Watermark Marina
Wilmington,North Carolina
SCS Ventures LLC,Applicant
8/13/15
Introduction
This CAMA Major Permit 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. Beyond the impracticality of a marina not being able to
launch and retrieve boats during much of the tidal cycle, this condition presents a safety
hazard to boaters who launch on a high tide and are unable to return to the dock for
mechanical difficulties or medical emergencies till the next high tide. Consequently, the
marina is functionally unable to serve the intended purpose of providing public
recreational access to the navigable waters of the Cape Fear River. In addition, under
current conditions, there is a real potential for unintentional boating impacts to the soft
bottom.
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 maintaincd 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"
►� 20

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
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 with temporary tie-up docks in a southwesterly direction out to the
1/3 water body distance of the subject back channel. The outer edge of the structure will
be —788' from the outer edge of the marsh. While remaining far from 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. Water depths at the
launching platform are -2.8 to -2.9' mlw. The end of the proposed pier extension will
feature two parallel floating docks extending from the launching platform in a
southwestward direction. Depths at the outer ends of the floating docks are -3.8' and-4.2'
m1w. For the length of the proposed structure beyond 400' from the outer marsh edge,
water depths increase at an overall rate of.35' per 100'. 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 associ ted_',
!, , ;_

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
currently serve to guide launched boats toward the back channel offshore before turning
north or south.
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 442' beyond
the outer end of the closest floating dock. The total width of the -7' MLW or deeper
channel portion of the water body is approximately 215' 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 2364'. With the proposed launch pier extension, a 1576'
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 #66-01 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 g, 20110. On October 16, 2012 the
permit was transferred from CXA-5 Corporation to CXA-10 Corporation. Upon sale of
the property, the permit was subsequently transferred to SCS Ventures LLC (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
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. Consequently, the facility has been
unable to operate as a functional marina.
The existing dry storage facility has a total capacity of 430 dry slips. There are currently
only a handful of 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. 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 on the property immediately to the south of
Watermark Marina in 2007. The CAMA permit for that development was subsequently
modified to extend the structures outward to the 1/3 waterbody distance to avoid
unintentional impacts to the PNA bottom.
"R EC _ I V—
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APPLICATION for
Major Development Permit
(last-revlsed 12/27106)
North Carolina DIVISION OF COASTAL MANAGEMENT
J. Primary Applicant/Landowner Information
Business Name Project Name(if applicable)
Scs Ventures Llc Watermark Marina
Applicant 1: First Name MI Last Name
c/o Mr.Mike McCarley
Applicant 2: First Name MI Last Name
If addilronal applicants,please attach an additional page(s)with names listed.
Mailing Address PO Box City State
4114 River Road Wilmington NC
ZIP Country Phone No. FAX No.
28412 USA 910-395-4777 ext _
Street Address(if different from above) City State ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Land Management Group, Inc.
Agentl Contractor 1: First Name MI Last Name
Steve Morrison
Agentl Contractor 2: First Name MI Last Name
Laura Stasavich
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. _ _ ext.
FAX No. Contractor#
910 452 0060 NA
Street Address(if different from above) City State ZIP
NA
Email
[e-mail] 4 .C^--1 y D
rrs a p e74
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Form DCM MP-1 (Page 2 of 4) APPLICATION t`or
Major Development Permit
3. Project Location
County(can be multiple) Street Address State Rd.#
New Hanover 4126 River Road 1100
Subdivision Name City State Zip
NA Wilmington NC 28412-
Phone No. Lot No.(s) (►f many,attach additional page with list)
NA- - ext. NA, , , ,
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,list 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,commercialfindustrial 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?
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Form DCM MP-1 (Page 3 of 4) APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes [:]No
(ii)Are there coastal wetlands on the site? ®Yes []No
(ii)If yes to either()or(ii)above,has a delineation been conducted? ®Yes ❑No
(Affach documentation,if available)
n. Describe existing wastewater treatment facilities.
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? RCommerclal ❑PublictGovernment
❑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 forkliftlpedestrian 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. List 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 RNA
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 RNo ONA
If yes,will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No RNA
j. Is there any mitigation proposed? []Yes []No RNA
If yes,attach a mitigation proposal.
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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 foilowing items below,if applicable,must be submitted in order for the application
package to be complete. Items(a)—(0 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 clo Coleman Commercial PR Phone No.NA
Address 1508 Military Cutoff Road 304 Wilmington,NC 28403
Name NC Department of Transportation c/o Mr.Stoney Mathis Phone No. NA
Address 5501 Barbados Blvd.,Castle Hayne,NC 28429
Name NNP IV Cape Fear RiverLLC 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 certify that the information provided in this application is truthful to the best of my knowledge.
Date Aa 13 Print Name a//Ar l' �I J
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
❑DCM MP-3 Upland Development
®DCM MP-4 Structures Information -
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Form DCN! W-4
STRUCTURES
(Construction within Public gust Areas)
i
t 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.
i
7. DOCKING FAC U7YIAfAR/NA CHAM CTERIS 77CS p This seetlon not applicable
a. 0) Is the docking facility/marina: b,
ry Will the facility be open to the general public?
HCornmercial OPublictGoverfinnent OPrivatelCotimundy ❑Yes ®No
a (i)Dock(s)and/or pier(s) d. (!)Am Finger Piers included? HYes CINo
s
(h)Number 2 faced piers=pedestrian and forklift. If yes:
(iii)Length 957'and 1;058' (it)Number 2 floatina docks
' (Iv)Width 14'and 24' (iii)Length 172'and 192'
(v)Floating OYes ®No (iv)Width 1.0'an '
(y)Floating HYes Oft
e. i Are Platforms included?() Yes ONo �.. {i) Are Boatlifts inducleV ❑Yes: ONo
If yes If yes
QQ Number 1 -new forklift lawchlretrieval platform (h)Number
(iii)Length roughlyr 80'(total area=2,42D sa JL) (iii)Length
(iv)Width toughly 43'(total area=2.420 sa..k) (iv)Wi tr
(v)Floating (]Yes ONa
>late. Roofed areas are cakulaled fmm drlplMe dimensions.
g. (i)Number of slips proposed h. Check all the types of servicas to be pmvrdect,
728 linear ft side-to temporary dockage at proDas�ad'. ❑Full service,including travel.litt and/or ill,repair or
launchi val area-Using both sides of floating docks makilanance service.
(d)Number of slips existing ❑Dockage,fuel,and manne supplies
720 linear ft side-to temporary dockage ®Dockage("wet slips')only,number of slips: 728 If temporary
19 Dry storage;number of boats: no change proposed tp
existing-perm
O Boat ramp(s).number of boat ramps
0 Other,please douribe
720 linear ft temp dockage existing
i. Check the proposed type of siting / Describe the typical boats to be served(e-&,Open runabout,
0 Land out and access channel charter boats,sail boats,mixed types).
OOpen water;dredging for basin and/or channel mind types
0Open water;no dredging required
OOlher;please desenbe:
k. Typical boat length: uip to 40' t. (i)Will the facility be open.M the general pubic?
AUG
252-606.2808 :; 14388.4RCOAST::www rt cnasta)11ta erript®rt.eta►t revised: 12127/06

Form DCM MP-4 (Structures, Page 2 of 4)
m. (i)Will the facility have tie pilings? []Yes NNo
[]Yes ZNo
(ii)If yes number of Us pilings?
NA
........... . ......... ............. .......
...........
E- DOCKING FACIUMMARINA OPERATIONS 11 This section not oplicable.
a. Check each of the following sanitary facilities that will be includediWthe. ..proposed.. .. project.
0 Office Toilets
0 Toilets for patrons;Number:�, Location:clubhouse-existing
N Showers
0 Boatholding tank pumpout;Give type and location.located an existing floating docks-authorized in CAMA Major Permit 66-01
b. Describe treatment type and disposal location for all sanitary wastewater...
community sewerm.Cape Fear Public Utility Authority
. .............. ... .... .... ...
c.. Describe the disposal of solid waste,fish offal and trash.
trash bins and dumpsters at various locations
d4. How YAII overboard discharge of sewage from boats be controlled?
no overboard discharge policy
a. (i)Give the location and number of"No towage Discharge"signs proposed.
I -on proposed pedestrian plor,
...........
............................................ ................. ........
(0)Give the location and number of"Pumpout Available"signs proposed.
1 -on proposed pedestnan pier
Describe the special design,it applicable,for containing industrial type pollutants,such as paint sandblasting waste and petroleum products.ducts.
no maintenance activities,emergency shut-off valve for fuel on existing forklift platform
Where will residue from vessel maintenance be disposed of7
no maintenance activities
.............
h. Give the number of channel markers and"No Wake*signs proposed. 8 channel markers exisfing,4 of existing markers to be removed
gr relpgg.
of Give the location of fuet-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
j4 What Will be the marina policy on overnight and live-aboard dockage?
no overnight and no live-aboard allowed-all dockage temporary
.. ..... .. ..... ..... .....
.... . ...............
-k Describe design measures that promote boat basin flushing?
NA-open water siting
t0 i
252-808-2808 n 1-888-41111COAST..www,accoastalmanaSement.net revised:12/27106

I . Form ©CM MP-4 (structures, Page 3 of 4)
L, If this project Is an expansion of an e*bng marina,what types of services are currently provided?
Existing services are fueling,holding tank pumpout and dry stack launch and retrieval
in, Is the marina/docking facility proposed within a primary or secondary nursery area?
Was ❑No
rt, is the marineldocking facility proposed within or adjacent to any shellfish harvesting area9
[]Yes CgNo
q, Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh(CW),submerged aquatic vegetation(SAV).,shell bottom
(SIB),or other wetlands(WL)? If any boxes are checked,provide the number of square feet affected.
❑CW OSAV OSB
OWL SNone.
p- Is the proposed marina/docking faaihty located within or within close proximity to any shellfish leasee? []Yes NNo
1 If yes,give the name and address of the lesseholder(s),and give the proximity to the loose.
3. BOATHOUSE b rju .ding cotreal Ir7ts)
®This section not appliceble .
a. .(1) 'N the boathouse sbucture(s):
[]Commercial ❑PublidGovemment ❑Private/Community
(id)Number
(iii)Length
` (iv)Width
Note: Roofed areas are calculated from drrphne dimensions.
....... .._.........
_.....: . .
4. GRO1N(a.g., wood,sheetpile,sk. If a rock grit,use MP 2,Enevatioh and FIN) ®This section rrotVocable
a-. (i) 'Number
(ii)Length ,..,,..,.
(iii)Width
5. BREAKI�/A TER(e q., Wood,sheetprle,etc.) 19 This section not applicable
a. Length b. Average distance from NHW,NWL,or wetlands
f
c. Maximum distanos beyond NWW,NM or wetlands-
6. MOORING PILINGS and BUOYS
OThis sischon not applicable
I° ,
a. Is the structure(s)'- b. Number
Dcommercial EIPublic(Govemment ❑Private/Community
Q. Distance to be placed beyond shoreline d- Description of buoy(color,inscription,size,anchor,etc.)
Nota: This should be measured frmrn marsh edge,if present
252-SM2808 as 1-886ARCOAST::www.nccoas#alenanagement.nefi revised:12/27106

i Form DCM MP-4 (structures,Page 4 of 4) r
e. Arc of the swing
7. GENERAL
t a. Proximity of structure(s)to adjacent riparian property lines b, Proximity of structure(s)to adjacent docking facilities..
greater than 15' greater than 5700'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
a. (1) Will navigational aids be required as a result of the project?
®Yes []NO ❑NA
(li)If yes,explain what type and how they will be implemented.
Voluntary-Reflectors on floating dock pilings
E
8. OTHER ®This section not appfrcable
a. Give complete description:
--- ._...-_-__....................._............._.__......_. .... - ._.._..._ .. _ ....._....__.
- - - - -
Pate
Watermark Marina
Project Name
SCS Ventures
AW
252-808-2808::1-888-4RCOAST::www.nccoastalmanagement.net revised:12/21106

TO MLMINGTON ��Jp•
I TE-
c�
o D M REEK
a MG
G
w m
SANDERS RD
TO CAROLINA BEACH
VICINITY MAP- NOT TO SCALE by McKim and Creed
Stovall Emmet C Irrevocable Trust
i
\� River Road
\ Subject Property
y
(shaded)
Riparian Corridor
Limit(along 110w)
I '
P/L along
Barnard's Creek
(not shown)
NN iv(:ape FE E , ,�1},l
ear River LLC
y Project: CAMA Major Modification, Permit#66-01 Date: $/17ezels Revision Date:
LMGWatermark Marina Scale: Job Number LAND MANAGEMENTGROUPme
Cape Fear River, River Road, Wilmington, NC P�tB o2-
Environmental Consultants
3805 Wrightsville Ave.,Suite 15 Title: Drawn By: Figure:
Wilmington,North Camlina284M Vicinity Map 1 Of 7
Tel hone:9 0.452-01701

1 f
1 r
1 l
l O
5 a
15 Fa
\ m f f Existing Launch Pier s
and Pedestrian Walkway—`
3 1
_ w�1or(self \ 1
z d�
ELEVATION INFORMATION FOR NOAA TIDAL Existing
STATIONORTH
ARROW 20 LOCATED IN WILMINGTON, Navigation Aids
NORTH CAROIJNA,1983-2001 EPOCH g
' to Remain
o�
o
1/3 Waterbody 1/4 Waterbody
VERTICAL DATUM RELATIONSHIPS
RELATIVE TO MLW(MEAN LOW WATER)
d
L
Asting
ku Navigation Aids
c, s to be Removed/Offset a
ae i b I\ \�•' �
\ 1
I 4 � IF, � B
a Proposeed
Pedestrian PI rTIP
L'
�F
T � 1
4
Back L Proposed
Launch Pier O
\
Channel
y V Lu
03 m
1 rn ��
111
7
„ Proposed
\ Forklift Platform NNP IV Cape Fear River LLC
v Y `
1 � �
IR \v
1 �
11 �w^� VVVIII
R 1 \
b
4
b 10
roposed
i Floating Docks
l �
AUG
I
MCKIM AND CREED SURVEY NOTES: R� 100 o
THIS MAP IS BAS ON ORIGINAL NOTES: SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS ANDT REFER )10 L AL EAN L WA (MLW). — I
SURVEY INFORMATION FROM: PROJECT SURVEYED WITH MOKIM &CREED SURVEY VESSEL"SURVEY VESSEL SOUNDS DEEP", ON MARCH 12,
2015. FOR HORIZONTAL POSITIONING, AND 200 KHZ SOUNDING EQUIPMENT. HYPACK SOFTWARE VER. 10.1 i Project: LAMA b'{ Date: Revis�n Date:
McKim&Creed WAS USED FOR DATA COLLECTION AND PROCESSING. HORIZONTAL DATUM NAD 1983 (201 i). ajar Modification, PermitO�U I 8/17/2015
243 North Front Street THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE L�,y,�/�G Watermark Marina
Wilmington,North Carolina 28404 RESULT FONLY BE SURVEYS
MASENO ON
HE DATE CON IATEDs AND CAN R =LAND MAWAGEWNT GROUP�xc Scale: 3o Number:
EXISTING AT THAT TIME. BECAUSE THESE CONDITIONS ARE .4 Environmental Consultants Cape Fear River, River Road, Wilmington, NC °_
Phone:[phone], Fax:[phone] �. g 1 200 02-15-081
YWVW.mckimcreed.COm
gJBJFCT Tn RAPID CHANGE DUE TO SHOALING EVENTS, A 3805 Wrightsville Ave.,Suite 15 Title: Drawn B PRUDENT MARINER SHOULD NOT RELY EXCLUSIVELY ON THE Wilmington,NatBlCarolirra28403 Proposed Structure y: Figure:
INFORMATION PROVIDED HERE. rf
_-_- hone:91D452-0O 1 LMG 2 of 7

- -- - - - - -- - - - --il
I
'M1 Smvali Emma[C Irrev«abl®True( k
rope
4
\ 1
3 0�
z
ELEVATION INFORMATION FOR NOAA TIDAL l Existing Launch Pier
STATION B65-8120 LOCATED IN WILMINGTON.\ q and Pedestrian Walkwa
NORTH CAROLINA ,1983-2001 EPOCH Q
�. Approx.Riparian
Existing e 1 4 Corridor Limit
Navigation Aids ( (right of way not shown)
o _= 211 I to Remai \�\
-r i 1/3 Waterbody 1/4 Waterbody 111
VERTICAL DATUM RELATIONSHIPS
RELATIVE TO MLW(MEAN LOW WATER) 1Q
l
� dsvlgatiorrAi
T ° 1_ to be Removed/Offseti
Right of Way not shown
—71 Back
Channel
_ _ _-
NNP N Cape Fear RNar LLC
:r
ili
r
0 150 3 600
MCKIM AND CREED SURVEY NOTES:
THIS MAP IS BASED ON ORIGINAL
NOTES: SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO LOCAL MEAN LOW WATER (MI.M.
SURVEY INFORMATION FROM: PROJECT SURVEYED WITH MCKIM er CREED SURVEY VESSEL"SURVEY VESSEL SOUNDS DEEP ON MARCH 12, - Project: Date: Revision Date:
2015. FOR HORIZONTAL POSITIONING, AND'200 KHZ SOUNDING EQUIPMENT. HYPACK SOFTWARE VER. 10.1 CAMA Major Modification, Permit#66-01 8/17/2015 8/26/2015
McKim&Creed WAS USED FOR DATA COLLECTION AND PROCESSING. HORIZONTAL DATUM NAD 1983 (2011). ; �y/j�(/1� Watermark Marina
243 North Front Street THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE '�`�"� Scale: ob Number:
RESULT OF SURVEYS MADE ON THE DATE INDICATED AND CAN �:- �'��' ^� Cape Fear-River, River Road,Wilmington, NC 1"=300' 02-15-081
Wilmington,North Carolina 28401 ONLY BE CONSIDERED AS INDICATING THE COND17ION5
Phone:[phone], Fax:[phone] EXISTING AT THAT TIME. BECAUSE THESE CONDITIONS ARE EmlroaMentQl CotrsuFfektf
'� 3865 Wrightsville Ave,Suite 15 Title: Drawn By: Figure:
SUBJECT TO RAPID CHANGE DUE TO SHOALING EVENTS, A Wilmington,North Carolina 28403 Proposed Structure LMG 2a of 7
www.mckimersed.com PRUDENT MARINER SHOULD NOT RELY EXCLUSIVELY ON THE Telephone:9 -0001
INFORMATION PROVIDED HERE.

END RAIL 7'6"+/— THIS SIDE ONLY
in
I 6" CURB WITH HAND RAIL
I (TYPICAL)
6" CURB WITHOUT HAND RAIL
s•
1 14.0 2.5
MIMIMUM
b 3'+/— FROM EDGE
' N
(7) 5'WHEEL STOPS
14"+/— SRACING 24.0
...... ...... ...... ...... ...... ...... .
10' WIDE FLOATING DOCK do Typ.
4'X24' ALUMINUM RAMP
7 UNDER SEPARATE CONTRACT
48' TYp
0 10 20 40 (see
6
------- insert)
Detailed Plan View Typical Cross Section
Proposed Forklift Platform Proposed Pedestrian and Launch Pier Extension
60.0
43.1
48.0 --�16.5 —I
Pedestrian
Pier �0 Forklift
2.5-1---1 I Pier
172.0 Handrail
u
.5
Util'Ity C h se
192.0 5.
5
10.0 Li L Li
5 10 0
Note: Details such as piling� size,spacing,depth to be finalized by contractor.�— 10.0 a,
7 F
0 120 n f,i;,1
AU6 1 0 �J�Jtk
Project: LAMA Major Modification Permit#66-01 Date:6/ Revision Date:
� 'i012�15
LMG
Watermark Marina scale: „ _ o umber:
iou— r�xnauxncae�t;xxGaovr Cape Fear River, River Road, Wilmington, NBC 1 —60 02-15-081
, Environmental Consultants
3W5 Mgh'wville Ave.,Sine 15 Title: Drawn By: - Figure:WIrnington,North Carolina28403 Details Proposed Forklift Platform LMG 4 of 7
Telephone:[phone]

rov
5
3 O
-ow
\ r Seto �a9
e
f i Existing Launch Pier
\ and Pedestrian Walkway
_YLN t61� 6
a _YLLN I0.aNJ \
Existing
VERTICAL DATUM RELATIONSHIPS \ Navigation Aids 134.1
to Remain
RELATIVE TO MLW(MEAN LOW WATER)
145.4
ELEVATION INFORMATION FOR NOAA TIDAL \ p 8 1
STATION
019 LOCATED 1 P�INGTON, 1/3 Waterbody 1/4 Waterbody I J
a �\
09
}\a
IP
a \�
n9 e\ Aids Navigation o
7 D y
fio be Removed/Offset4
11P 1 J
I
941.7
q a q�• �
Back I \
r
�� 1 �
o �, Channel 0 Cn 1 ) � ^�
y
10
q C Jm\ t
m
133
Z3
v 1 442.7 a ,� N ,.� NNP IV Cape Fear River LLC
�.� 21
1 f t 1 GT r i
b M (J 8r Q \ � i,•'1;54, >>'�)i1 ti'ii!'�!��i�V,
1 l •i 9 2b f'.
l
a 0 100 200 OD
1 �
.
MCKIM AND CREED SURVEY NOTES:
THIS MAP IS BASED ON ORIGINAL
NOTES: SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO LOCAL MEAN LOW WATER (MLW).
SURVEY INFORMATION FROM: PROJECT SURVEYED WITH McKIM & CREED SURVEY VESSEL'SURVEY VESSEL SOUNDS DEEP-, ON MARCH 12, Pro eCt: Date: Revision Date:
2015. FOR HORIZONTAL POSITIONING, AND 200 KHZ SOUNDING EQUIPMENT. HYPACK SOFTWARE VER. 10.1 CAMA Major Modification Permit#66-01
McKim.&Creed WAS USED FOR DATA COLLECTION AND PROCESSING. HORIZONTAL DATUM NAD 1983 (2011). r * r{^ 8/17/2015
243 North Front Street THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE L1V G Watermark Marina Scale: Job Number:
,North Carolina 28401 RESULT OF SURVEYS MADE ON THE DATE INDICATED AND CAN -- LAND MANAGEMENT GROUP i u
Wilmington, n= ,
g ONLY BE CONSIDERED AS INDICATING THE CONDITIONS Cape Fear River, River Road, Wilmington, NC 1 200 02-15-081
EXISTING AT THAT TIME BECAUSE THESE CONDITIONS ARE ter ..: Environmental Consultants
Phone:[phone], Fax:[phone] Figure:
3805 Wrightsville Ave.,Suite 15 Title: Drawn B :
SUBJECT TO RAPID CHANGE DUE TO SHOALING EVENTS, A y
www.mckimcmd.com PRUDENT MARINER SHOULD NOT RELY EXCLUSIVELY ON THE Wilmington,North Carolina 2B403 Proposed Structure Details LMG 3 of 7
INFORMATION PROVIDED HERE. Telephone:[phone]

PROFILE A
Forklift 43'X 66'Fork Lift
443'to Edge of Floating Temporary Tie-up Typical Forklift Wheel Stop Toe Rail Platform
Back Channel
A (fr.northern dock)
H Gangway AV
12
8
l saes . F
4�- - - - ' �- - - - - - — - - — - - — - - - -I — - - f-- - — i - - — — - - �- - — — — —
0 — - - Lff — - - - - EET K
-4
-8
.12
0+00 1+00 Piling Spacing and 2+00 +
Piling Depth and Spacing 3 00
Depth Per Contractor
Per Contractor
Handrail not shown.
PROFILE E
Note:3.5' Handrail Proposed On Pedestrian Pier, orldift Toe Rail
B Forklift Pier Proposed As Shown
tI
1
8 8
4 — — — — — — — — — — — — — — —
-8
_1
0+00 1+00 2+00
Piling Spacing and
Depth Per Contractor
see Sheet,3lgs
AUG �
Project: CAMA Major Modification. Permit#66-01 Date:6/10/12015 Revision Date:
r,MG Watermark Marina Scale: Job umber:
WOFrexniwaxecaMarrr GROUP iNG Cape Fear River, River Road, Wilmington, NC 1°=20' 02-15-081
Environmental Consultants
38M Wrightsville Ave.,Suite 15 Title: Drawn By: Figure:
Wilmington,North Camliina28403 Profiles of Proposed Structure LMG 5 of
ele -0001

ki
04
4 o o ._ co 41
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CC
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co
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.�•� d c
Ff""t 44 O G1
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Ilsr
i
Ir a t l i,eI'a
'9
BUG 015

1
5 Existing Existing Launch Pier
\ Navigation Aids and Pedestrian Walkwa
- "'�•�^ to Remain o�
4 \ a �,{
1/3 Waterbody 1/4 Waterbody
1 ,00
ELEVATION INFORMATION FOR NOAA TIDAL r1
STATION 865-8120 LOCATED IN WILMINGTON,
I
' NORTH CAROLINA ,1983-2001 EPOCH
u = » J /1I117
xisting
-1 \�
9
1 Navigation Aids
4 `JJll I\
VERTICAL DATUM RELATIONSHIPS C`J ` c\\ J b to be Removed/Offset
J I r I \ A
RELATIVE TO MLW(MEAN LOW WATER) \$ 14 I\\
I e,
' I \ Proposed
� � ,• 1 � � � v1 Pedestrian Pier �'�n l
1 T l a m
Back
Ni ` Proposed Forklift
m Channel a 0 1
9� O ) Launch Pier 1 ILU
aco
l
4 c b�
w 133
I,
78 +`� NNP IV Cape Fear River LL
364 b IN. a
Y \ ? I
V /
157 b
e
'Pod
l `4
di
t � 1 ;
P
I V
l f T
1 • - "1" __.'-ter,'..,.,: - -..
THIS MAP IS BASED ON ORIGINAL MCKIM AND CREED SURVEY NOTES:
NOTES: SOUNDINGS ARE EXPRESSED IN FEET AND TENTHS AND REFER TO LOCAL MEAN LOW WATER (MLW). ��•.
SURVEY INFORMATION FROM: PROJECT SURVEYED WITH MCKIM &CREED SURVEY VESSEL "SURVEY VESSEL SOUNDS DEEP", ON MARCH 12,
2015. FOR HORIZONTAL POSITIONING, AND 200 KHZ SOUNDING EQUIPMENT. HYPACK SOFTWARE VER. 10.1
McKim&Creed WAS USED FOR DATA COLLECTION AND PROCESSING. HORIZONTAL DATUM NAD 1983 (2011). Project: C Major A Pe r1-1 Date: Revision Date:
AMP....;,,, Modification, Permit
243 North Front Street THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE �+ ii/17/2015
Wilmington,North Carolina 28401 RESULT OF SURVEYS MADE ON THE DATE INDICATED AND CAN {LMC Watermark Marina Scale: Job Number:
g ONLY BE CONSIDERED AS INDICATING THE CONDITIONS - -�'���- LAND MANAGEMENT GROUP ac
Phone:[phone], Fax:[phone] EXISTING AT THAT TIME BECAUSE THESE CONDITIONS ARE :; Environmental Consultants Cape Fear River, River Road, Wilmington, NC 1" =2��' 02-15-081
SUBJECT TO RAPID CHANGE DUE TO SHOALING EVENTS, A 3805 Environmental
Ave.,Suite 15 Title:
WWw.mckimCreed.com PRUDENT MARINER SHOULD NOT RELY FXCLUSIVELY nN THE Drawn By: Figure:
INFORMATION PROVIDED HERE. Wilmington,North Carolina 28403 Waterbody Detail LMG 7 of 7
Telephone,910-452 0001