SW8130103_HISTORICAL FILE_20150909

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 1'> ° to 3
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
W,50�10c1
YYYYMMDD

MC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 9, 2015
Dr. Babatunde Olatidoye, Member
Coba Ventures, LLC
PO Box 3743
Wilmington, NC 28406
Subject: Permit Correction
Serenity Point
Stormwater Permit No. SW8130103
New Hanover County
Dear Dr. Olatidoye:
Donald van der Vaart
Secretary
Effective August 1, 2013, the State Stormwater program was 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 this letter (permit) references
DEMLR as the Division responsible for issuance of the permit.
The Wilmington Regional Office issued the subject project a permit on February 22, 2013 and recently discovered it
contained an error. This permit correction is to specify that this project is a subdivision consisting of four lots and requires
deed restrictions to be recorded. We understand that these restrictions have already been recorded (BK5845/PG2169-
2186), and so this is a formality. Please replace the previously issued permit with the enclosed corrected permit.
This project is subject to the conditions and limitations as specified in the corrected permit. Please pay special attention to
the conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, certification of the project, procedures for changes of 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, or to renew the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written petition must
conform to Chapter 150E 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 Kelly Johnson with
DEMLR in the Wilmington Regional Office at [phone].
Sinc ely,
Tracy Davis, .E., Director
Division of Energy, Mineral and Land Resources
GDS/kpj: 111StormwaterlPernits & Projects120131130103 HD12015 09 permit —correction 130103
cc: Phillip G. Tripp, PE
Inspector, New Hanover County Building Inspections
Beth E. Wetherill, New Hanover County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section —Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax [phone]

State Stormwater Management Systems
Permit No. SW8 130103
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Coba Ventures, LLC
Serenity Point
4616 Serenity Point, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of two (2) infiltration trenches in compliance with the provisions of Session
Law 2008-211 and 15A NCAC 2H .1000 (hereafter collectively and separately referred to as the "stormwaterrulesl
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 and Land Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until February 22, 2021, and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
This entire project is within 575ft of a saltwater outstanding resource water (ORW). Per 15A NCAC 2H
.1007(2), the ORW Area of Environmental Concern (AEC) is delineated on the plans. The area inside the
ORW AEC must maintain a 25% maximum impervious area.
2. This project is within a half mile of and draining to shellfish (SA) waters. Per SL2008-211, Section 2(b),
(1)(c), stormwater discharges are prohibited. This project complies with this requirement by infiltrating the
design storm.
3. Both infiltration trenches have been designed to infiltrate the 10yr24hr storm at half the infiltration rate
reported in the soils report. Therefore the of line bypass and the vegetated filter strip are not required for
either infiltration trench.
4. This permit is effective only with respect to the nature and volume of stormwater described in the application
and other supporting data.
5. This stormwater system has been approved for the management of stormwater runoff as described in
Section 1.8 of this permit. The stormwater control has been designed to handle the runoff from 11,525
square feet of impervious area in drainage area 1 and 10,775 square feet of impervious area in drainage
area 2.
6. The tract will be limited to the amount of built -upon area indicated in Section 1.10 of this permit, and as
shown on the approved plans. The built -upon area for the future development is limited to 840 square feet in
each drainage area.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 130103
7.
All stormwater collection and treatment systems must be located in either dedicated common areas or
recorded easements. The final plats for the project will be recorded showing all such required easements, in
accordance with the approved plans.
8.
The runoff from all built -upon area within the permitted drainage area of this project must be directed into
the permitted stormwater control system.
9.
The project shall provide a 50' wide vegetated buffer adjacent
surface waters, measured horizontally from
and perpendicular to the normal pool of impounded structures, the top of bank of streams and rivers, and
the mean high water line of tidal waters.
10.
The following design criteria have been permitted for the infiltration trench system and must be provided and
maintained at design condition:
Trench #1 Trench #2
a. Drainage Area, acres:
0.48 0.38
Onsite, ftz:
20,780 16,770
Offsite, ftz:
0 0
b. Total Impervious Surfaces*, ftz:
11,525 10,775
Onsite, ftz:
11,525 10,775
Offsite, ftz:
0 0
c. Design Storm, inches (10yr24hr Storm):
7.00 7.00
d. Trench Length, feet:
e. Trench Width, feet:
See Plans
f. Trench Depth, feet:
g. Bottom Elevation*", FMSL:
3.75 4.00
h. Bottom Surface Area, ftz:
2,635 1,677
i. Bypass Weir Elevation, FMSL***:
N/A
j. Chamber Model Number.:
ER-501 Ecorain Tank
k. Number of Chambers:
See Plans
I. Permitted Storage Volume, ft3:
5,682 3,616
m. Predevelopment 1 yr 24 hr peak flow, cfs:
0.84 0.84
n. Type of Soil:
Sand Sand
o. Expected Infiltration Rate, in/hr:
7.70 3.50
p. Seasonal High Water Table, FMSL:
1.75 2.00
q. Time to Draw Down 10yr24hr Storm, hours:
7.87 25.61
(at half reported rate)
r. Receiving Stream/River Basin:
ICWW
s. Stream Index Number:
18-87-(25.5)
t. Classification of Water Body:
SA; ORW
*Pool decks must be constructed of wooden slatted decking such that no impervious area is created as shown on the
permitted plans unless a permit modification or plan revision is approved prior to installation.
"The stone base below each trench is required for structural integrily, and is not a part of the infiltration mechanism.
Therefore, the trenches are 2ft above the seasonal high water table, but the stone base is within 2ft. The "bottom
elevation" refers to the bottom of the trenches.
*** Both trenches can infiltrate the 10yr24hr storm event at half the reported rate without discharge. Therefore no
vegetated filter strip or bypass is required.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 130103
11. This stormwater system has been approved for the management of stormwater runoff as described in
Section 1.10 of this permit. The subdivision is permitted for (4) four lots, each allowed a maximum amount of
built -upon area as listed in Section 11.13 of this permit.
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety, vegetated and operational for its
intended use prior to the construction of any built -upon surface.
2 During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
3. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must be
followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow spreader, catch basins,
piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
4. The facilities shall be constructed as shown on the approved plans. This permit shall become voidable
unless the facilities are constructed in accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
5. 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.
6. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum
of ten years from the date of the completion of construction.
7. Records of maintenance performance activities must be kept for each permitted BMP. The reports will
indicate the date, activity, name of person performing the work and what actions were taken.
8. 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.
9. Access to the stormwater facilities shall be maintained via appropriate easements at all times.
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 development, subdivision, acquisition, lease or sale of any, all or part of the project area.
The project area is defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval or a CAMA Major permit was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
11. The permittee shall submit final site layout and grading plans for any areas noted as future development on
the approved plans, prior to construction.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 130103
12. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made.
13. Prior to the sale of any lot, the following deed restrictions must be recorded:
g. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 130103 as issued by the Division under NCAC 2H.1000.
h. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the Stormwater Management Permit.
i. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
j. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina.
k. Alteration of the drainage as shown on the approved plans may not take place without the
concurrence of the Division.
I. The maximum built upon area per lot is as specified below. This allotted amount includes any built -
upon area constructed within the lot property boundaries, and that portion of the right of way
between the front lot line and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
Lot 1: 5,325 ft2
Lot 2: 4,350 ft2
Lot 3: 4,460 ft2
Lot 4: 4,050 ft2
m. All affected lots shall provide a 50-foot-wide buffer adjacent surface waters, measured horizontally
from and perpendicular to the normal pool of impounded structures, the top of bank of both sides of
streams and rivers, and the mean high water line of tidal waters.
n. Lots within CAMA's Area of Environmental Concern may be subject to a reduction in their allowable
built -upon area due to CAMA regulations.
o. All runoff on the lot must drain into the permitted system. This may be accomplished through
providing roof drain gutters which drain to the street, grading the lot to drain toward the street, or
grading perimeter swales and directing them into the pond or street. Lots that will naturally drain
into the system are not required to provide these measures.
p. Built -upon area in excess of the permitted amount will require a permit modification.
q. Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the requirements of the stormwater rules is subject to enforcement
procedures as set forth in G.S. 143 Article 21.
14. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of the date of
recording the plat, and prior to selling lots. The recorded copy must contain all of the statements above, the
signature of the Permittee, the deed book number and page, and the stamp/signature of the Register of
Deeds.
III. GENERAL CONDITIONS
Approved plans, application, supplement forms, Operation and Maintenance agreements, design
calculations and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
2. This permit is not transferable to any person or entity except after notice to and approval by the Director. At
least 30 days prior to a change of ownership, or a name change of the permittee or project, or a mailing
address change, the permittee must submit a completed and signed Name/Ownership Change form to the
Division of Energy, Mineral and Land Resources, accompanied by the appropriate documentation as listed
on the form. The approval of this request will be considered on its merits and may or may not be approved.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8130103
3. The permittee is responsible for compliance with all permit conditions until such time as the Division
approves the transfer request. Neither the sale of the project area in whole or in part, nor the conveyance of
common area to a third party constitutes an approved transfer request.
4. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Energy, Mineral and Land Resources, in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
5. 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.
6. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater management systems.
7. The permittee grants DENR Staff permission to enter the property during normal business hours for the
purpose of inspecting all components of the permitted stormwater management facility.
8. The permit issued shall continue in force and effect until revoked or terminated. 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.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater controls must follow the
guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and modifying the permit, revoking
and reissuing the permit, or terminating the permit as allowed by the laws, rules and regulations contained in
Session Law 2008-211, Title 15A NCAC 21-1.1000, and NCGS 143-215.1 et. al.
11. The permittee shall submit a permit renewal application at least 180 days prior to the expiration date of this
permit. The renewal request must include the appropriate documentation and the processing fee.
Permit corrected and re -issued this the 9rh day of September 2015
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Tracy Davis .E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 130103
Serenity Point
Stormwater Permit No. SW8 130103
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:
Signature
Registration Number
Date
SEAL
Page 7 of 8

State Stormwater Management Systems
Permit No. SW8 130103
Certification Requirements:
_1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -upon area.
_3. All the built -upon area associated with the project is graded such that the runoff drains to the
system.
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
_14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DEMLR Regional Office
Inspector, New Hanover County Building Inspections
Page 8 of 8

Scott, Georgette
From: Scott, Georgette
Sent: Friday, June 26, 2015 3:16 PM
To: 'Roberts, Patricia'
Cc: [e-mail]; Mairs, Robb L; Johnson, Kelly
Subject: RE: Kevin P. 538-2170 ref Lot 3 Serenity Pt.
Basically the stormwater permit allows the following:
Total BUA = 22300
This permit includes 2 Drainage AREAS
Drainage Areas : Total BUA = 11525 sq ft
Drainage Area 2: Total BUA = 10775 sf ft
The road BUA for the subdivision is separate from the Lot BUA allowance
Lot 3 (located in Drainage area 2) is allocated, per the recorded deed, 4460 sq ft. THIS does NOT include the
road for the development only the BUA on the lot.
Because this is in a CAMA AEC, CAMA requires the dripline to be counted in the BUA allocation. That
means that stormwater follows CAMA's requirement for BUA allocation.
The only way to go beyond the 4460 sq ft allocation is to make a request to the permittee to mod the stormwater
permit to allow permeable pavement.
Let me know if you have any other questions.
From: Roberts, Patricia [mailto:PRoberts(d)nhcgov.com]
Sent: Friday, June 26, 2015 10:18 AM
To: Scott, Georgette
Cc: kevin(dpfirman com; Mairs, Robb L
Subject: FW: Kevin P. 538-2170 ref Lot 3 Serenity Pt.
Hello Georgette„
See e-mail with Kevin Phermin 538-2170 question in the June 26 email 10:08AM
Please email back.
From Patricia Roberts CAMA LPO 798-7348
From: Roberts, Patricia
Sent: Friday, June 26, 2015 10:08 AM
To:'Mairs, Robb L'
Cc: kevin2pfirman.com; [e-mail]
Subject: Kevin P. 538-2170 ref Lot 3 Serenity Pt.

House/dripline and driveway is at 3753 Sq ft of impervious, THIS DOES NOT INCLUDE THE ROAD THAT IS SUPPOSE TO
GO ACROSS THE PROPERTY 16 ft X 70 FT. That will put them over the Deed restrictions of 4050 sq ft.
So if house is 40 ft from NHW as Robb's email states a SF exemption is possible
Please advise Georgette and Robb
From Patricia Roberts 798-7348
From: Mairs, Robb L [mailto:[e-mail]]
Sent: Thursday, June 25, 2015 9:25 AM
To: Roberts, Patricia
Cc: [e-mail]; [e-mail]
Subject: RE: phone call from Architect Kevin P. 538-2170 ref Lot 3 and 4 Serenity Pt.
Patricia,
The sub. was authorized CAMA Major Permit No. 113-13 on 10/23/2013, which referenced the State Storm Water
Permit #SW8 130103. 1 would recommend speaking with Georgette Scott with INC DEMLR to get clarification on the
access road in relation to each lot allocation for imperious area, which I have included her in this email. It may also be
possible that the owner of the lot may qualify for the Single Family Exempted under 7K .0208 if the ground disturbance
is greater than 40' from the normal high water boundary and no greater than 25% built upon area.
Thanks,
Robb Mairs; Field Representative
NC Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone], Fax: [phone]
robb.mairs(o)ncdenr.gov
Please visit www.nccoastalmanagement.net to subscribe to
Coastal Management's quarterly newsletter, the CAMAgram.
E-mail correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Roberts, Patricia [mailto:PRoberts(&nhcgov.com]
Sent: Thursday, June 25, 2015 7:58 AM
To: Mairs, Robb L
Cc: [e-mail]
Subject: phone call from Architect Kevin P. 538-2170 ref Lot 3 and 4 Serenity Pt.
Got a phone call late yesterday evening from Kevin ref to Lots 3 and 4 and how the driveway cuts across lot with
a driveway easement and how they were allowed a total of 22300 sq ft for all 4 lots per state storm water permit.
Kevin also went over that the deed restriction shows
5323 sq ft for lot 1, 4250 sq ft lot 2, 4460 lot 3 and 4050 sq ft lot 4.
1 discussed that the "CAMA AEC was 575 ft" and that the amount of allowable impervious surface shall not exceed the
25 % of lot area within 575 ft of NHW.

He has a CAMA Major permit question with the allowable impervious. Please call Kevin at 538-2170
Have a great day and thanks Robb.
From Patricia Roberts 798-7348
Patricia Roberts I Zoning Compliance Official
Planning & Inspections - Planning & Zoning I New Hanover County
230 Government Center Drive, Suite 110
Wilmington, NC 28403
[phone] p 1 [phone] f
3

Johnson, Kelly
From: Johnson, Kelly
Sent: Friday, June 26, 2015 12 11 PM
To: 'Georgette Scott'
Subject: SW8 130103, Serenity Point - State Stormwater Permit Data
Attachments: 2015 06 notes 130103.xlsx
Georgette,
I have attached a data summary for this permit. As you can see, the buildings, streets, parking, sidewalks, "other", and
"future" impervious area drain to the infiltration trenches. I have also drafted a permit correction so that the permit is
written as a subdivision and the impervious area per lot will now be in the permit text. The attached summary shows
the specific breakdown of impervious data that is allowed per trench and per lot. It looks like for two of the lots (Lot 1
and Lot 2) the permittee recorded restrictions slightly below the amount that is allowed by the permit (2sf and 100sf,
respectively.) A breakdown of that is provided as well.
If you have a copy of the deed restrictions that we discussed this morning, I will leave those on file.
Thanks,
Kelly
K6L(. ohvusovu
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]

SW8 130103 - Serenity Point
Permit Correction Notes - K. Johnson - 6/26/15
Data Permited Summary
DA1 DA2
Impervious Area Permitted
1 11,5251
10,775
Onsite Buildings (Just the Building Footprints)
5,600
5,600
Onsite Streets
2,015
2,145
Onsite Parking/Sidewalks/Other/Future
3,910
3,030
Data Permited Summary - Detailed
DAl DA2
Impervious Area Permitted --T,1,5251
10,775
Onsite Buildings (Lot 1: 2,800sf building footprint)
2,800
0
Onsite Buildings (Lot 2: 2,800sf building footprint)
2,800
0
Onsite Buildings (Lot 3: 2,800sf building footprint)
0
2,800
Onsite Buildings (Lot 4: 2,800sf building footprint)
0
2,800
Onsite Streets
2,015
2,145
Onsite Parking
2,430
1,490
Other Sidewalks
520
580
Other Onsite
120
120
Future
840
840
ft2
ft2
ft2
ft2
ft2
ft2
ft2
ft2
ft2
ft2
ft2
ft2
ft2
ft2
Data Permited Summary - Detailed v/s Recorded Restrictions
DAl DA2
Difference
(ft2 Recorded Less
Than Pprmittprll
Lot 1 Deed Restrictions Recorded
5,323
5,325
2 ft
Lot 1 Total (per Deed Restrictions Submitted for 2/22/13 Permit):
Lot 1 Building Footprint on Plans -
2,800
fi
Lott Onsite Parking/Sidewalks/Other/Future
2,525
ft
Lot 2 Deed Restrictions Recorded
4,250
41350
100 fi
Lot 2 Total (per Deed Restrictions Submitted for 2/22/13 Permit):
Lot 2 Building Footprint on Plans
Z800
ft
Lot 2 Onsite Parking/Sidewalks/Other/Future
1,550
ft
Lot 3 Deed Restrictions Recorded
4,460
0 ft
Lot 3 Total (per Deed Restrictions Submitted for 2/22/13 Permit): 4,460
Lot 3 Building Footprint on Plans
Lot 3 Onsite Parking/Sidewalks/Other/Future
2,800
1,66C
ft
ft
Lot 4 Deed Restrictions Recorded
4,050
0 ft
Lot 4 Total (per Deed Restrictions Submitted for 2/22/13 Permit): 4,050
Lot 4 Building Footprint on Plans
Z800
ft
Lot 4 Onsite Parking/Sidewalks/Other/Future
1,250
ft
2
2
2
2
2
2
2
2
2
2
2
2

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q a Zb
PROPERTY LINE e��. S7p• D2.,
LOT 2\ (TYPICAL) I m 9g•� f b
'� AREA = 0.52 AC 50' BUFFER LINE°TAKEN X xa.6s�� s
(22,842 SF) , FROM FLAxt.851.H;W.t;.x t.az q \ x450 '^ `^ S N940'
x 5.1
FUT \ / z x a.9 �' S •TS Q LOT �3_ i x 4.3
rYI OL \ - I e . 36 - AREA = 0.55 AC
(23,970 SF)
lb/ / xs 05 aY1s-,_ INFILTRATION TRENCH #2
x ' d x5.s 1 1 + r=a e , , �' / \AREA, _1 1q 65 SF (95%
ya.'9 ' k ^ ' �' ' `� ADJUSTED AREA = 11,677
.:BUILDING �5' CAMA S K LINE TAKE xs.6a / /'
TOP OF,_BOX: 6.27
ix 5.91 U: 9.0 FROM F N.H.W.L. BOTTOM OF�q� X` 4.0
0+ 67 a.a 62 F TUR / �5.u3
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t.K FOOTPRINT: 2,800 SIF \ 64 \
A 1 6
.213
TREE PROTE TION As°�
'p (TYPICAL) i STORY 6.32
:�'i• A �� STRUCTURE j
o TO BE
-- -+-- sa - - a - --aA REMOVED
IE: 4.0 x5.48 lb
s o JB #1 v x . =
• RIM: 7.5 j
IE: 4.-
xe '3° 63! INSPECTION PORT
\ (SEE DETAIL)
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- •) PVC �\ ` / PAD ELEV: 9.0
RLINE \ 633j y SS 2 az& a 5 13 FFE: 18.0+
FOOTPRINT: 2,800 SF a
S "a 7 TREE PROTECTION \
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,!OWN GREGORY C PAMELA J GI, #4;` '\"
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:• !' 4612 SERENITY POINT o by w\, x4, IE: :1 x4a4
f , BOOK 2312, PAGE 0441 aw ° a.
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�- ASSEMBLY
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.82
14
b� BLOCK LANDSCAPE k
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.68 `
b

Pat McCrory
Governor
August 9, 2013
MEMORANDUM:
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Braxton C. Davis John E. Skvarla, III
TO: Georgette Scott
Stormwater Section
DWQ - Wilmington
Director
Secretary
12
?/0 1
Z �I
FROM: Doug Huggett, NC DENR-DCM Major Permits Co
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA Express Major Permit Application Review
Applicant: COBA Ventures, LLC / Serenity Point
Project Location: 4616 Serenity Pt. Rd., adjacent to Masonboro Sound, in Wilmington, New Hanover Co.
Proposed Project: development of a 4-lot subdivision with associated docking facility
Please indicate below your agency's position or viewpoint on the proposed project and return this
form to Doug Huggett at the address above by September 2, 2013. If you have any questions
regarding the proposed project, contact Robb Mairs at [phone], when appropriate, in-depth
comments with supporting data is requested.
REPLY: i,/� This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE &J
FIG E UVE
127 Cardinal Dnve Ext., Wilmington, NC 28405 AUG 0 9R 2G'�3 F
Phone: [phone] \FAX' 910-395-3964 Internet: www.nocoastalmanacement.net J
An Equal OppoMnily \ Affirmative Action Employer
BY:

DMSION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
L APPLICANT'S NAME: COBA Ventures, LLC (Babatunde Olatidoye) c/o Greg Stier
PROJECT NAME: Serenity Point Subdivision
2. LOCATION OF PROJECT SITE: 4616 Serenity Point, in Masonboro Sound, New Hanover County.
Photo Index — 2006: 22-7419, 8-9, P-S 2000: 22-268: 8-9, Q-T 1995: 22-249: 2-3, Q-T
State Plane Coordinates - X: 2345082 Y: 148000 GPS - 0-071015A
Latitude: 34'09'04.28190"N Longitude:77°51'34.25848"W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 07/03/2013 and 07/10/2013
Was Applicant Present — No
5. PROCESSING PROCEDURE: Application Received — 08/06/2013 (completed)
Office— Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wilmington/New Hanover Co. 2006 Update Plan
Land Classification From LILT - Resource Protection
(B) AEC(s) Involved: EW, PT, ES, ORW
Water Dependent: Yes
(D) Intended Use: Residential
(E) Wastewater Treatment: Existing — Municipal Sewer (CFPUA)
Planned — Municipal Sewer (CFPUA)
(F) Type of Structures: Existing — Timber bulkhead
Planned — New four (4) lot subdivision and community docking facility
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
HABITAT DESCRIPTION: [AREA]
DREDGED FM ED 4Ti Q
(A) Vegetated Wetlands (Coastal)
(B) Non -Vegetated Wetlands (Open water)
4,384 sq. ft.
(Inco orated)
(C) Other (Highground)
65,340 sq. ft.
(D) Total Area Disturbed: 69,724 sq. ft. (1.6 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA-ORW Open: Yes
8. PROJECT SUMMARY: The applicant proposes a four (4) lot subdivision and an associated community docking
facility in Masonboro Sound.

Serenity Point Subdivision c/o Babatunde Olatidoye
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 4616 Serenity Point, adjacent to the Channel Haven Subdivision and Masonboro Sound, in New
Hanover County. To locate the property of interest from the Wilmington Regional Office (WiRO), travel southwest on Cardinal
Drive Extension until you reach Eastwood Road. Turn left at Eastwood Road and travel east approximately 2.0 miles until you
reach Military Cut -Off Road. Turn right on Military Cut -Off Road and continue onto Oleander Drive for approximately 3.3
miles until you reach Pine Grove Drive. Turn left onto Pine Grove Drive and travel south for approximately 2.0 miles until you
reach Masonboro Loop Road. Turn right onto Masonboro Loop Road and travel south approximately 2.5 miles until you reach
the Channel Haven Subdivision, which will be located on the left. Turn left onto Channel Haven Drive South and then turn left
onto Channel Haven Drive North. Turn left onto Aqua Drive which turns onto Channel Haven Drive North. Continue heading
east until you reach Serenity Point, which will be a gravel road located on the left. Continue down Serenity Point until it
terminates to the property of interest. The property is adjacent to residential properties to the north and south. The site is also
just north of the Channel Haven Subdivision community boat ramp located on the northwest side of the peninsula. The
community boat ramp provides water access to the inland property owners of the adjacent Channel Haven Subdivision.
The approximately 2.08 acre property has an average elevation of approximately 10' above normal high water (NHW) with
approximately 480' of shoreline, which is currently stabilized by a timber bulkhead, which was authorized to the previous
property owner under CAMA General Permit No. 6837-D on May 20, 1990. The existing timber bulkhead currently ties into an
existing bulkhead located on the adjacent property to the south. The applicant currently remains as a vacant lot; however there
was a previous single-family residence on this property, which has been demolished.
Upland vegetation consists primarily of wild grasses and Live Oak trees. Located on the northern end of the property the
vegetation transitions which exhibits §404 type wetlands, consisting primarily of Common Reed (Phragmites australis),
Grounsel-bush (Baccharus halimifolia), Marsh -elder (Iva frutescens), Wax Myrtle (Myrica cerifera) and Yaupon (Ilex
vomitoria) shrubs. A narrow border of Sea Oxeye (Borrichia frutescens) and high coastal marsh vegetation, including, Black
Needle Rush (Juncus roemarianus), and Salt Meadow Grass (Spartina patens) transitions to an area of Smooth Cordgrass
(Spartina alterniora) approximately 25' in width to the open water area of Masonboro Sound. Existing NEW was delineated
by New Hanover County Inspections Department and existing §404 wetlands were delineated and verified by the U.S. Army
Corps of Engineers (USACE) (See Jurisdictional Determination (JD), C1 Sheet 1 of 3 and Project Narrative).
The Wilmington/New Hanover County Land Use Plan 2006 update classifies adjacent waters as Conservation, and the adjacent
high ground portion of the project area as Resource Protection. The waters of Masonboro Sound are Classified as Outstanding
Resource Water (SA-ORW) by the NC Division of Water Resources and are designated as a Primary Nursery Area (PNA),
by the NC Division of Marine Fisheries. The area of Masonboro Sound is OPEN to the harvesting of shellfish.
PROPOSED PROJECT:
The applicant proposes a four (4) lot subdivision and an associated community docking facility in Masonboro Sound. The
application states the approximately 2.08 acre tract would be subdivided into four (4), approximately 0.52 units per acre lots,
averaging approximately 15, 000 sq. ft. The lots would be accessed via a 20' access easement and would include a 30' concrete
driveways and stormwater infiltration system. The applicant proposes to provide a 6' wide pedestrian elevated walkway to the
community dock within a 10' wide access easement along the most southern side of Lot 4 for the proposed four -lot subdivision.
The entire site is located within the 575' ORW Area of Environmental Concern (AEC). No dwellings are proposed at this time,
only proposed footprint. The property owners would be required to obtain individual permits from the local level. The applicant
has received a State Stormwater Permit from the N.C. Division of Water Resources on February 22, 2013 (SW8130103) and a
Sedimentation and Erosion Control Plan from the New Hanover County Engineering Department (GP 34-12) (See Sheet Cl
Sheet 1 of 3 dated July 10, 2013).

Serenity Point Subdivision c/o Babatunde Olatidoye
Page 3
A new fixed pier, measuring approximately 280' in length by 6' in width would extend from the existing highground of the
community common area towards Masonboro Sound to the east. The pier would terminate to a new partially covered platform,
measuring approximately 36' in length by 12' in width, which would be located entirely over open water and oriented towards
the north creating an "L-shaped" configuration. A fixed platform would continue a distance approximately 72' in length by 6'
in width towards the north. Waterward of the proposed platforms would be four (4) access ramps, which would lead onto four
(4) new floating docks, each measuring approximately 16' in length by 6' in width, running perpendicular to the channel and
shoreline. These floating docks would be spaced -approximately 30' apart to allow for the construction of eight (8) boatlifts, each
measuring approximately 13' in length by 14' in width to be located within this configuration. The application states that the
proposed configuration would accommodate up to eight (8) vessels, specifically for the four lot owners of the Serenity Point
Subdivision.
Based on the provided hydrographic survey that was conducted in this area of Masonboro Sound, the application states that the
proposed docking structures would be located in water depths of approximately -2.4' relative to mean low water (MLW);
further, based on this survey the proposed docking facility would extend to the established pier length south ofthe project site,
which includes two (2) private docking facilities and the Channel Haven Subdivision peninsula, aforementioned (See Sheets 1
and 2 of 2 For Proposed Pier dated July 12, 2013 and Project Narrative).
10. ANTICIPATED IMPACTS
The proposed upland development would disturb approximately 65,340 sq. ft. (1.5 acres) of highground within the Estuarine
Shoreline area. According to the site drawings, the four lots, portions of the 20' access easement, 30' concrete driveways and
stormwater infiltration system are entirely located within the 575' AEC. It is assumed that these four lots would be developed,
however there should be no long term impacts associated with the development of these lots. The applicant has indicated that
approximately 25.0 % of the SA-ORW shoreline would be covered by built upon area.
The proposed structures would incorporate approximately 4,384 sq. ft. of Public Trust Area and Estuarine Waters. The
structures would not encroach into the 15' riparian corridor setback requirement of the adjacent riparian properties. Based on
the provided survey and drawings, the proposed structures would not encroach into the 80' setback from the AIWW federal
channel. The proposed structures would extend approximately 315' into a waterbody, which measures approximately 970'
across. This distance appears to not conform to the 1/4 width rule; however, it appears to extend to the 1/3 distance and the
established pier length, aforementioned. The proposed structures would accommodate up to eight (8) vessels at this location
within current water depths of approximately -2.4' relative to ML W. The nearest docking facility is approximately 100' or less
to the south. Minor turbidity increases may be expected during the construction process.
Submitted by: Robb L. Mairs Date: 08/09/2013 Office: Wilmington

PROJECT NARATIVE
Alz
a
GPI
We plan to subdivide a 2.08 acre parcel into four residential lots, and construct a4w slip
community docking facility into Masonboro Sound. The docking facility will be located to the
same distance as the adjacent piers to the south at the -2.0' at mean low water contour.
i= ECEiVE7[J
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PIN mP-1
APPLICATION for;h
Dior 1160,160ment Permit
N
(last revised 12J27/06) '-
North Carolina DIVISION OF COASTAL MANAGEMENT
lit% ndowner
Business Name
Project Name (if ap\allcable)
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Applicant 1 First Name MI
Last Name
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Applicant 2 F,rst Name MI
Last Name
/l addRional applicants,
please attach an additional pages)
with names listed
M ing Address
PO Box City
State
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Ph�]na No�� r''1.!
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Business Name
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Agent/ Contractor 1. First Name
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last Name
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Agent/ Contractor 2- First Name
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<Form continues on back>
AUG 0,

I-orrr; JCM MP-i (Pag,o 2 of 4)
APPLICATION for
Major Development Peimit
c,.l:v/ca.�;cVG'8U0/1':+��'icxx3}a;: y'��t'➢i •<`r,�:� . �;,.r:;;r .--;�M;: �_; •,,.:.: - .: �.
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.,-z:;:�{.r-':�i :>�-i:, . cj. .:ate: .•ia:..._.r: r._I,:,C�':;?r'.
Counry (can be multiple) r--.,.-.5 4_ .7.2. a :1? ..f:.. _-:a.:'_ :; .::. •L' i; -.iia r or-t[ :" : ; ;ai5=;
,.,P4
Street �Atldr/ess State Rd. 4 I14 D c �1
-�LRLN �p,.v.,
kn tNh
Subdivision Name '
,yam City State Zip
T\ fir,-,��'7L% �O/7 iti !lJ
c. Z g4n5
Phone No. -----
lot No-(s) (if many, attach additional page with list)
exi.
a In which NC raver basin is he project located? b Name of body of water nearest to proposed project
e�
F
c Isthter body identified in (b) above, natural or manmade? d Name the closest major water body to the p�ro/pgggSSsed project site.
y}rlatural ❑Manmade ❑Unknown /
S�CfhpJ xM�soh O�"o
e 1gy[prcposed •work within city limits or planning jurisdiction?
f It applicable, list the planning jurisdiction or city lima the proposed
K Y,as [)No
work falls within.
qP
a ToLll f.;ngrh of Shoref ran on ih_ racl ! - :• • . (ft) b SCentire Ir. e of t
L� ]cl (sq ft.)
`— �9 �� '?. 6,9 GCrS �l Ci r Sb0 q
L. Size
ol individual lots) d Approximate elwration of tract above NH` I (ncrmal h�;h .:ate.•; �r
�I ! SZ . sf 5-2- aCY(y NVJL (normal water level)
(If many lot sizes, please attach additional page with a list) WHW or ❑NWL
e Vegelalion on tract -
SQc-7`/ate
f. htammaoe features and uses now on tract
/off•
g. Id' 1e1ntify and describe the existing land uses adjacent to the proposed project site
nl4wn` �i -A(p \Z Jt'12L h/,1' 1�o.NT 12.1•
F�u •v ie J.-7 4 ro Ol
n How dces fecal government zone the tract] i. Is the proposed project pcn5istent with the applicable zcningo
i'2 , I S' I lAdacn .'rn1ng ccmpl1arce cenihcale, a app!(:able)
les ONO ❑NA
J. Is the proposed activity pan of an urban waterfront redevelopment proposal? ❑Yes gNo
k Has a professional archaeological assessment been ticne for the tract? If yes, attach a copy ❑Yes kfNo ❑NA
,yes by .vhom ]
I Is Me proposed project located in a National Registered Historic District or does it involve a ❑Yes o ❑NA
National Register listed or eligible property?
<Form continues on next page>
v t \ D
r1Cht hliLVill�CJPu. NC
i.J, _. . s�:o: 3
613

Form DCM MP-1 (Page 3 of 4)
m. (1) Are there wetlands on the srle
(;i) Are there coastal wetlands on the stte?
(ui) If yes to either (i) or (ii) above, has a delineation been conducted?
ra "ach decemenfatfon, i7 avar!aelel
.. Caecr L`- exs tirg nas[e.vater ;ream, ent facilities.
C rPtiYAt
o. Describe existing drinking water supply source.
CfPuA
APPLICATION for
Major Development Permit
AYes
ONO
*es
ONO
R,Yes
[:]No
P. Describe existing storm water management or treatment systems
Na
5:'ActlV/ties and Impacts
a. Wtll the project be for commercial, public, or private use
�Pnvatn/Cc¢mi,niny
d. G.e a bnM tlescrption of purpose, use, and daily operations of the project when complete.
outvc H'UvVa� j 1lcSi
' C. Describe the proposed-onstruction methodology, types of construction equipmenr 10 be used during construction, the number of each type
of equipment and where it ,s to be stored
ra d• _'�"�h 11 Sl�f "�f "ttC _ �wC� HAP CIPQ
r e) /^ - b / �-�C{cHr
�sa6w� allJotc"/ tua�_41Tt'wtil— bdck�aep
d /
>� tl List all develepmen; aaivnies you probose.
a , ,v (,' S ao rL ,,., .,.x,-3 i zK J-
4
C-AAI cl itbrq\aI )DI Cc
e. Are the proposed activities ma,ntenance of an
project, new work, or both? — \
�LW Oi2K
the approximate total disturbed land area resuihng from the proposed prolect�
f ❑Sq FI or fWicres
y that It,
prOpCsetl pr0ier.1 encrpacn On any public —ease—et, publi0 ]ccessway or other area
- Public has estabhshed use Of?
Describe I„xali— �r. Ind of existing and pl p,sed di5chdr^yes to '.v.aters of the slate.
V 1' 1
NA
Will wastewater or siomlwater be discnarged into a wetland°
❑'fes
No
❑.;A
! It yes,'mli this dvscrerged ,valet be or :ne same sahnin as the receiving waler� 1 9
❑vas
❑No
❑NA
1. Is there any mitigation proposed
If yes, attach a mitigation proposal. ❑Yes ONO NA
<Form continues on back>
3
AUG G 6) 26i3

Form DCM MP-t (Page 4 of 4)
APPLICATION for
Major Development Permit
A project narrative.
An accurate, date-d work plat (Including plan vi?w
proPcsee and ^r^ss-secfior=.! drar.;ngs) dra-.vr.:o sca!a Pleasa ,ire he present stalus of the
between work completed and proposed
roj;s any portion aireaey complete? It previously authorized work, clearly indicate on maps, plats, drawings to distinguish
Pect.
site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
n copy or the d w+ ( ,e application only) or other Instrument under which the applicant claims title to the affected properties
e The appropriate application fee. Check or money order matle payable to DENq
I. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that sucn
Owners have received a copy of the application and plats by certified mail. Such landowners must be advised :hat they have 30 days n
Mich to submit comments on the proposed project to the Division of Coastal Management.
-'. sr'.... ,Phone No.
4�01 iy2i �Rcis`(Lo=aA:t. �) t N ioN N�.
U`t Name �2t(s Qf�owN L 254
Phone No
Address C�r`�, n /
'�--�,Z JL�LN r1Y 1�71N1 'C lifJ t�)rr A k )i i 9�InC
Address: .`."`'�.•..'�-.,.:.� _ Phone No.
.
g A Est of previous state or federal permits issued for wor on the roject tract Include permit numbers, perminee, and issuing dates
GP'193?--j S%2o%/990
h. Signed consuhanl or agent authorization form, it appticable-
i. YJelland delineation, f nttessary.
I Snrad ...... notice! r —
u Fro;ecs �n oieanhcnt and mlvt arras ;'Just L70 signed Cy pnperry ounaQ
k A statement of compliance with the N C Environmental Policy Act IN C G.S. 113A 1.10). it necessary If the project n.01•. es expen
Of Public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act
understand that any permit issued in response to this application will allow only the development d "he twoject .ti;Il ee subject to the Conditions and restrictions contained In the permit lasc rlbed in the applira;Idn.
:haj I aal aulnorizild t: grail, and �.o in fact grant permission to represeniafives of slate and federal revle.v agencies to
enter on the aforementioned lands In connection with evaluating information related to this permit application and follow-up
monitoring of the pr.,jnrl
xI further clarity that the information provided in this application is truthful to th`g best of my knowledge.
Date =_ ) -? print Name C— R L (G J T i �! ,,_
Aignature
Tease indicate 3pohcat!on attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 8ndges and Culverts
bDCM MP-3 Upland Development
DCM MP-4 Structures Information
DCivl VVIUAI GITON, NC
.
'Asi r -i o 3 I3

Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
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.
GENERAL UPLAND DEVELOPMENT
a Type and npnlber of buildings, facilities, units or stlu Cures
prcposed
�1 I o'TS + t cc r w l C I wt
Dens.:y (gne the n�mbef of res:denbal un::s and the :nits per
acre)
4 u„ ;I-0
2 dot+y= •$72 uHlTjI✓ieac
e II :`.e pip: i.': ]: :1 'vAl d'S.'.•b re :^.an 3ne : _ d Ian.•.:^_
,. T. :. _.. ,.,... _•'b .,_, __..e an :Sot„a..
a^ray begins..
e'c, cn _J. ,., :I ::jr _ _en
3.^d F=_,ccresl
res CINo ❑NA
'•f miae•] (-�, n 3, ` _i ,Z
b Numcer of lots or par_els
4
d Size cf area to ce graced. filled -r dalumed mcludng roves.
crtcnes, etc
g. S-e Ire percentage of ;ne tract n'rmin the coastal s.^.orr•line AEC to n
_..O•e:nit �� im;;e bs ,ln-'O, Cc:l: uo,, su C3Ces Such as
]J •'m .. oa:.7:r-� rpCC„_a Cr :J -Si bsed !,r •Pn�C'_Llr cn•.ena)s
:dn :r•g
Z S yp
V
Lis::,e mTenals is_':h as marl Ca.ef s::ne 3iCndl: Cr :Crre:e)
tL __
Q ytJ fr ep waci
Id
=:_leas that require a CAMA Major Development Permit may also
.a.r•• a S'',or-:.a'.,r C_Ci4c3rnn
of -.ls a s ,_ cot. _-..rr,.: -'a� ._,`, r^.,:.__ ._ :'e 0:rs:on _f
t. e
Swig
0, / 3
- •- p-•�_.••.lge of ;rye e'ltde tract to be C-. _red Or .m prcioUs
(.:j if yes. list the 'dale sc Gndl^_.:.
and::, bu:f(.epon surfaces, such as pasemembudding, roof!cps.
Of to be for
%/Z 2-��3
use.^. .ehrcular dnveways or parking,
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Descnbe :eraaon and r.ce of pr000sed discharges :c havers of ;re m
::3r S--ace :L..=,.. San, 3^r n35:013:er, i,^_... 3: '
C.lmMeer C'31 ia'lluenl. �35h down and residential disc.^arges)
-7n.tt rM Uf Ni2 2_ Got F.S' 121 i`n f4N
— J P 1 L TYZ V 'O UrV S Y J[ T'zr'wis,
Dces the proposed prolea :mace an innovatr.e s:crm•aater
',cl.zes ONo ❑NA
it yes a::acn ac.roor'are cocl.men:a%-n
r+1'v^.'/Elul' JG I ON. NC
AUL, r) �uI

M. Describe proposed drinking water supply source (e.g., well, n. (i) Will water be impounded? QYes No ❑NA
community, public system, etc.) (ii) If yes, how many acres?
tJ+a PLA R t QTt%.-1 j
►?'la Ito A -I T7
-. When was the lotfs) platted and recorded
k)
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a:e
tTY Polyi
Project Name
C2<< S,
cct ; �r• ;:a:re
p.-kcant S,gr.a:ure
p. If proposed development is a subdivision, mll additional uldtlies be
;rstaded for :rns upland C=velcprnenI�
1",es ��No JNA
CfCM VILMINGTON. NC
AUi; 4 `� cUIJ

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas) '
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Applioatlpn tnaiJelale to !Ns Dloposed pr:Ulert Please inUUCe ail sU ppl6m?G:al infOrmotirr.
1. DOCKING FACILITY/MARINA CHARACTERISTICS ❑This section not applica,
a (i) Is the oomnq facrhtyrmanna 1 b (1) �� M the faal y be open to the general pQbi-')
�eommerclai r1Puo11r/Gavernrnen( t /Pnvaleicommunmr ❑Yes N-
(11 Dockis) andlorI pler(s;
J ;:J Are Finger Fiers Inc;uaed° /,s -]NO
DiJ Numaer
I.i :ei'
.l____
(o) Levi, IC '
o0 Number
(rvj W10:1
h1'r �ena:n
�,(�
(':l Floalinq ❑ies �,1Na
;:vl:^•ridth y
tvf Flcapnq Yes 1
l r�
,,
/
_ �•f Ate Platforms ur: aO Oiu "S NO
mtl
f A Are Boa:d:S incluu<c-, c /ei Dp:o
is "es
veS
Number
CC
(10
y
p1)NUmar:r b
p,ii Lengm 3G'-4.
F!UJnn9 LP es'
Note F+corr`d d/eaS dr? ialepldled rfam dnClme 1lmerlqu/:5
- -
g (1) Number of >bpy pruposeC
.i cnet:l, all the types of services to be plonCe,t
8 _
,� Ful' ser•;ce, induonq uavei W: anScr ral mp.ar cr
(Lit N:,mue; OI 5:1pi CPSung
nfamt9na'+'_e s-r,-ce
DUc1.3(J'. 1oa1. and mann? 5'.8.oue;
Ory s:or"ge. ovmber rl oca!s
1 , 9ba! : ar,:p(s) wmr.cr ;i boa:
V:ner, f:ie3se CeiCnb^cr, C1e3sr Ceicr,be
:rech J:e T"Wose-, :,Vf! at YOna
❑ u! and a^a,:e;s .^`.annel
Cr, wJ:ei Jradyy eg :Gi basil and;or channel
Joen vale•, no ]re^c'ng •eau,fpd
❑V:ne' 'J13a,,e.!Pscr,oe
• iyplca. Coat lenq;n t_I'D /
m pl I me faohty nave tie pilings'
pies f_ Nc
pq If yes number of tie pttingsl
. ::: r:�? 1'.5 :':au:ai pC ill :e ? Sn ,Cn p:wr •t,n.v
I ; "P5 the f1c p:•;,Ve open to ;r.e general cuu:lc'
❑1"e��kC<o
!JVivi v41 LIV1iNl71 VIV, iVl:
Ul r (l a3 1613

v.J� a,.. �va�u v.., v,ar-I I I\VI I•I (kJ Illll\lIVC 'JI VILJVJVOC IU• IJL JVJV I J
Z DOCKING FACILITY/MARINA OPERATIONS 9rhis section not appliwbh
s. Check each of the following sanitary racilifiea that will be included in the proposed project.
0 Office Toilets
❑ Toilets for patrons; Number. _ Location.
0 Showers
❑ Boatholdxtg tank pumpoul; Give type and location.
b. Describe treatment type and disposal location for all sanitary wasrewatar
C. Describe the disposal of solid waste. fish offal and trash.
d. How will overboard discharge of sewage from boars be controlled?
o. (t) Give me location and number ol'No Sewage Discharge' signs pruposea.
(i) Give the location and number of 'Pumpoui Available' signs proposed.
I Describe the special design, it applicable, for containing Industrial type pollutants. such as paint, sandblasting waste and petroleum products.
g. Where unit residue from vessel maintenance be disposed 017
h. Give the number of channel markers and 'No Wake- signs proposed
I. Give the location of fuel -handling laafities. and describe ine safety measures planned to ptotaYl area water ouatity.
I Whet w it be the marina policy on overnight and live -aboard dockageli
it. Describe design measures that promote boat basin aushingl
I If this project is an expansion of an existing manna, what types of services are currently pro.ided7
^ EC— Eill=U
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J ui- C-iZu I of;UCH 1- NUM: -&t, PIHN 1Nb 'JibeJb30be IU: r71'JDJu
m. Is Etta marina/docking facility proposed within a primaryor secondary nursery area?
Yes ❑No
n. Isjihe mannaidocking facility proposed within or adjacent to any Shellfish harvesting area?
Yes ❑No
a. Is the madraldoeking facility proposed within or adjacent to coastal weaands/marsh (CW ), submerged aquatic vegetation (SAV), shell bottom
(SBk or other wetlands (W L)? If any boxes are checked, prowde me number or square feet affected.
❑CW �❑{S''AV ❑SB _
OWL r�vone -
P. Is the proposed marina/docking facility located within or within close proximity to any shellfish leasesv ❑Yes io
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) /V/)? mThis section not applicabr
a. (i) Is the boathouse struclure(s).
❑Commercial ❑PubadGovernment ❑Povate/Community
(1i) Number `
(vl) Length
(,v) Width
Note. Rooted areas am calculated /rom dnplme dimensions
4. GROIN (e.g., wood, sheetpite, etc. it a rock groin, use MP-2, Excavation and Fill) NIA JVThis section not applicabr
a (t) Number _
pQ Length
InQ W1dih
5. BREAKWATER (e.g., wood. sheelpite, etc.)
a Length __
c. Maximum distance beyond NHW. NWL or wetlands
section not applicabr
a Average d,slance (rom NIM. NWL, or wetlands
6. MOORING PILINGS and BUOYS NA VThis section not applicab)
a Is the stmcture(3):
❑Commercial ❑Pubtic/Government ❑PnvalefCommumly
c. Distance to be placed beyond shoreline _
Note' Ths should be measured born marsh edge. d present.
e Are of the swing _
b Number
o. Description of buoy (color, inscription, site, anchor etc I
DCceNI I,ViiLnbfp JTO
) Llr.
Al!f" (Ji 6 Li1'

7. GENERAL
a. Proximity of 5tfuC;U, 2i 5} to adjacent c0arlar. Property lines
/
Note For buov c, noor:ng PI!In g, use atro o/ swing :naoouig leowh
01 vessel
1. Wiljnt 3f aatcr bout/
n (Ij W J; 'Ia'.,gal nat 2;JS hP reUwred nS a rf:SV't Or the
[]fey NC ^N4
�11) h ytl$. [n: lavl Kf.3: f:UP Tl:, l:']:V IaeY •nI!l ne nTrj,l_al?fr!v;:
b. Pro.l.m.11y of Sb11CIlrC(5) to adjacart dock,ng fadf! es
d Water dP9'n at V:I te^.aard e-C Oi ilreC:ule at NLW O: W'L
-,2r Ll' ,v<t,J
8. OTHER
not capolm3h'
a i:ve C:±mpte:e UPS.!•pCan
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Protect Name
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PFoncant Name
AP[JhCdN S:yr;al:
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REVISIONS TRIPP ENGINEERING P.C.
0te Description BY 419 Chestnut Street
..,� a n�• Wilmington, North Carolina 28401
Phone [phone]
Faxes �910-7763 PP P5631
© NC 27
ICENSE N.. C-1427
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DATE 07-10-13
DESIGN PGT
DRAWN EJB
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SUBJECT SITE CURRENT OWNER:
PARID: R07217-W7-003-000
N
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ANAGNOST JOHN KATHLEEN J
w o
4616 SERENITY POINT
"
O6'28'55"E
BOOK 4451, PAGE 0367� 7.81'
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ELEVATION 4.22 (NAVD'88 DATUM)
ELEVATION 6.77 (MLW DATUM)
NAD-83 (2001) N147831.10 E2345157.51
PRELIMINARY: Sheet 2 of 2 Sheets
NOT FOR RECORDATION,CONVEYANCE5, PROPOSED PIER
OR 5ALE5 PURP05E5. I OVERLAY ON
HYDROGRAPaHIC SURVEY
46 16 SERENITY POINT
ADJACENT TO CHANNEL HAVEN SUBDIVISION
EXCLUSIVELY FOR:
COBA Ventures LLC
AS RECORDED BOOK 4451, PAGE 367 OF THE NEW HANOVER COUNTY REGISTRY
MASONBORO TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
?�b SCALE: 1" = 60' NOVEMBER 12-21, 2012
o
ti 1. Revised: 7/12/2013 Proposed Pier
b b ,` , ARNOLD W. CARSON, PLS PC (C-2138)
y 406 NORTH THIRD STREET
INh y ; o P.O. BOX 11401
WILMINGTON, NC 28404
/
,ti ° [phone] [e-mail]
ti "IV
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Point Proposed Pier 130731r 11

PIER PROFILE'
HORZ. 1* - 50'
C17 5CIV
- - - - - - - - - -
4- -4
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- - - - - - - - - -
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+ +
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ANAGNOST To NKATNLEENIL
*16 sERRNM1,C)ENT
BOOK "5J.PAGED367
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I
NOT TO 50ALff
Sheet 1 of 2 Sheets
PROPOSED PIER
ovut-Ay ON
HYDROGRAPHIC SURVEY
of
46 16 5ERENITY POINT
ADJACENT TO CHANNEL HAVEN SUBDIVISION
EXCIXSIVELY FOR:
COBA Vcnt:urc5 LLC
AS RECORDED BOOK "51. PAW 367 OF THE NEW HANOVM CWNTY REGSMY
MASONDORO TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
SCALE I" = 120' NOVEMBER 12-21. 2012
R"s.d: 7/12/2013 Proposed Pl.,
ARNOLD W. CARSON. PLS PC (C-2138)
406 NORTH THIRD STREET
P.O. BOX 1101
MWINGTON. NC 28404
[phone] acarsw0owpis com