SW8070817_HISTORICAL FILE_20160715

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
I HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
01 1 5
YYYYMMDD

Energy Mineral &
Land Resources
ENVIRONMENTAL QUALITY
July 15, 2016
PAT McCRORY
Governor
DONALD R VAN DER VAART
Secretary
TRACY DAVIS
Director
Charles C Poindexter, II, Manger Robert Huth, Manager
Pelican Point CB LLC, Developer HDI Holdings, LLC, Property Owner
7923 Reunion Rd 5929 Market St
Wilmington, NC 28411 Wilmington, NC 28405-3615
Subject Name / Ownership Change and Permit Extension
State Stormwater Management Permit No SW8 070817
Pelican Point
New Hanover County
Dear Mr Poindexter and Mr Huth
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 any updated pages or addendums to the permit will now reference DEMLR as
the Division responsible for issuance of the permit
On August 5, 2009, the Governor signed Session Law 2009-406 This law impacts any development
approval issued by the Division of Energy, Mineral and Land Resources under Article 21 of Chapter 143
of the General Statutes, which is current and valid at any point between January 1, 2008, and December
31, 2010 The law extends the effective period of any stormwater permit that 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 July 15, 2016, the Division of Energy, Mineral and Land Resources (DEMLR) received a complete
request to transfer the ownership of and to change the project name of the state stormwater management
permit for the subject project Photographs of the site provided by Pelican Point CB, LLC date stamped
June 27, 2016 indicate that the project has not yet started construction As indicated on the
Name/Ownership Change form, you have acknowledged receipt of a copy of the permit, which includes
the application and supplement forms 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 The Division is hereby notifying you that the subject project has been
transferred and the project name for the subject permit has been changed on July 15, 2016 and to remind
you that this permit shall be effective until October 12, 2021, which includes the extensions For your
records, please find enclosed a copy of the updated page 2 of the previously issued permit and a copy of
the Name/Ownership Change form accepted on July 6, 2016 Please attach this cover letter and updated
page 2 to your permit originally issued on October 12, 2007 and as modified thereafter
As the identified developer of the project, Pelican Point CB, LLC, shall be the designated permit holder
and responsible for meeting the conditions and limitations specified therein Please be aware that it is the
responsibility of the permit holders, Pelican Point CB, LLC and HDI Holdings, LLC, to notify the
Division of any changes in responsibility for complying with the permit and request an ownership/name
change for the stormwater permit However, please be reminded that if the development agreement
between Pelican Point CB, LLC and HDI Holdings, LLC is dissolved, cancelled or defaults, and the
Division is not notified by Pelican Point CB, LLC to transfer the permit, then the responsibility for permit
compliance reverts back to the property owner, HDI Holdings, LLC The Division must be notified
immediately of any permit ownership changes and submit a completed Name/Ownership form to the
Division within 30 days Otherwise HDI Holdings, LLC will be operating a stormwater treatment facility
State of North Carolina I Environmental Quahty I Energy Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Erne Extension I Wilmington NC 28405
910 796 7215

State Stormwater Permit No S W8 070817
Page 2 of 2
without a valid permit This is a violation of NC General Statue 143-215 1 and may result in appropriate
enforcement action including the assessment of civil penalties of up to $25 000 per day
This permit is subject to the conditions and limitations as specified in the previously issued
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, 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 you have any questions need additional copies of the permit or approved plans, please contact
Christine Hall with DEMLR in the Wilmington Regional Office at [phone]
Sine jly,
' Tracy Davis, P E ,Director
Division of Energy, Mineral and Land Resources
GDS/catch \\\Stormwater\Permits & Projects\2007\070817 EID\2016 07 permit 070817
cc Larry Denning, Marina East, LLC, 1206 Chestnut Dr, Smithfield, NC 27577, Original permittee
Wilmington Regional Office Stormwater File
State of North Carolina I Ennronmental Quality I Energy Mineral and Land Resources
Wiloungton Regional Office 1 127 Cardinal Drive Extension I Wilmington NC 2&405
910 796 7215

State Stormwater Management Systems
Permit No SW8 070817
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Pelican Point CB, LLC and HDI Holdings, LLC
Pelican Point
402 North Lake Park Blvd, Carolina Beach, New Hanover County
FOR THE
construction, operation and maintenance of a sand filter 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 and
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 12, 2021, 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 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 36,520 square feet of
impervious area
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans
5 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system
Page 3 of 9

State Stormwater Management Systems
Permit No SW8 070817
0
The following design criteria have been permitted for the sand filter and must be
provided and maintained at design condition
a Drainage Area, acres 1 15
Onsite, ftz 50,167
Offsite, ft2 0
b Total Impervious Surfaces, ft2 36,520
c Design Storm, inches 1
d Sand Filter Depth, feet 208
e Filter Bottom Elevation, FMSL 140
f Top of Sand Elevation, FMSL 348
q Weir Elevation into Sand Filter, FMSL 348
Bypass Weir Elevation, FMSL
556
Permitted Total Surface Area, ft2
808
Sediment Chamber Surface Area, ft2
404
Sand Filter Surface Area, ft2
404
Permitted Total Storage Volume, W
1,680
Sediment Chamber Volume, W
840
Sand Filter Volume. ft3
840
Drawdown Orifice
h Time to Drawdown, hours
Receiving Stream/River Basin
i Stream Index Number
k Classification of Water Body
II SCHEDULE OF COMPLIANCE
4" fit pipe
72
Carolina Beach Yacht Basin / Cape Fear
18-87-31 2
"S B"
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
It is the responsibility of the permit holders, Pelican Point CB, LLC and HDI
Holdings, LLC, to notify the Division of any changes in responsibility for
complying with the permit and request an ownership/name change for the
stormwater permit However, please be reminded that if the development
agreement between Pelican Point CB, LLC and HDI Holdings, LLC is dissolved,
cancelled or defaults, and the Division is not notified by Pelican Point CB, LLC to
transfer the permit, then the responsibility for permit compliance reverts back to
the property owner, HDI Holdings, LLC The Division must be notified
immediately of any permit ownership changes and submit a completed
Name/Ownership form to the Division within 30 days Otherwise HDI Holdings,
LLC will be operating a stormwater treatment facility without a valid permit This
is a violation of NC General Statue 143-215 1 and may result in appropriate
enforcement action including the assessment of civil penalties of up to $25,000
per day During construction, erosion shall be kept to a minimum and any eroded
areas of the system will be repaired immediately
Page 4 of 9

State Stormwater Management Systems
Permit No SW8 070817
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
Semiannual scheduled inspections (every 6 months)
Sediment removal
Mowing and revegetation of slopes and the vegetated filter
Immediate repair of eroded areas
Maintenance of all slopes in accordance with approved plans and
specifications
Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping
A clear access path to the bypass structure must be available at all times
4 Records of maintenance activities must be kept and made available upon
request to authorized personnel of the Division The records will indicate the
date, activity, name of person performing the work and what actions were taken
5 The facilities shall be constructed as shown on the approved plans This permit
shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data
6 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
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 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
9 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Protect name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the protect
area The protect 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
Page 5 of 9

State Stormwater Management Systems
Permit No SW8 070817
10 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
11 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
12 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
III GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director In the event of a change of ownership, or a name
change, the permittee must submit a completed Name/Ownership Change form
to the Division, signed by the parties involved, and accompanied by the
appropriate documentation as listed on page 2 of the form The approval of this
request will be considered on its merits and may or may not be approved
The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division, in accordance with
North Carolina General Statute 143-215 6A to 143-215 6C
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
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
The permittee grants DEMLR Staff permission to enter the property during
normal business hours for the purpose of inspecting all components of the
permitted stormwater management facility
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
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
Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
Page 6 of 9

State Stormwater Management Systems
Permit No SW8 070817
10 The permittee shall notify the Division in writing of any name, ownership or
mailing address changes within 30 days
Permit transferred and re -issued this the 15th day of July 2016
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 7 of 9

State Stormwater Management Systems
Permit No SW8 070817
Marina East
Stormwater Permit No SW8 070817
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 protect,
(Protect)
for (Protect Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the protect
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 8 of 9

State Stormwater Management Systems
Permit No SW8 070817
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 protect 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 structure is located per the approved plans
7 A Trash Rack is provided on the outlet/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 Required drawdown devices are correctly sized per the approved plans
13 All required design depths are provided
14 All required parts of the system are provided, such as a vegetated shelf,
and a forebay
15 The required system dimensions are provided per the approved plans
cc NCDEQ-DEMLR Regional Office
New Hanover County Building Inspections
Page 9 of 9

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
S 0 9D S
2 Project Name /Y,12'rl n4 i b y"I J
3 Current Permit Holder's Company Na /m��e/Organization Mc^\�
4 Signing Official's Name L n V 4►vNt Title r9✓
5 MailingAddress I —
City 6 r U State _/YC Zip
6 Phone () Z��S �J��3 Fax ( )
II PROPOSED PERMITTEE / OWNER / PROJECT / ADDRESS INFORMATION
This request is for (please check all that apply)
1LYJName change of the owner (Please complete Items 1, 2 and 3 below)
IJ✓ Nam change of project (Please complete Item 5 below)
Change 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)
Proposed permittee's company name/organization
2 Proposed permittee's signing
3 Proposed permittee's title _
4 Mailing
City
Phone
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)
Uv The property owner
❑ Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed)
[Developer (Complete Property Owner Information on page 4)
EGEIV
t , 16
SSW N/O Change Rev24Sept2012 Page 1 of 4 Uttti (Ddd�
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
tilP\ 3 A copy of any recorded deed restrictions, covenants, or easements, if required by the permit
,i))p 4 The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ
> 5 If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee
NIA 6 The $40 00 processing fee If this is an initial transfer from the original permittee the processing
fee is not required Subsequent ownership transfers will require the $40 00 processing fee
IV CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement
❑ Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit I, , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete
Check here if current permittee is transferring the property to a new owner and will not retain
ownership of the permit r
I, L+O!+A7 h`JL.Mrs/MM4✓Ak i41J'y`4�_the current permittee, am submitting this application
for a transf& of own hip for permit # 0 90$f � 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
Signature , KIZAYV � Date S _ /1 • �I��
a Notary Public for the State of
of , do hereby certify that
Layk:N, -betJ thri c, personally appeared before me this the
(� day of 20—LL and acknowledge the due execution of the
g instrument Vbs mhand and official seal, ®�r� (Notary Seal)
�.,_
No Signature �� ��►
AYLOR
NAOi
Mary ubhC North Carolina
�\ anover County
-SIMy Commission Expires
SSW N/O Change Rev24Sept2012 Page 2 luiiy 25 2017

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V PROPOSED PERMITTEE CERTIFICATION (This section must be completed by the
Proposed Permittee for all transfers of ownership)
I, / % o� oU hereby notify the DWQ that I have acquired
through sale, lease or legal transfer, the res onslbility 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
8 past maintenance records from the previous permittee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge I understand that if all required parts
of this application are not completed or if all required supporting Information and attachments listed
above are not Included, this application package will be returned as Incomplete
Signature Date //-1k
I, (,-,Cj 0 �/CZ, 10 YC a Notary Public for the State of
)� County of t4 do hereby certify that
G % personally appeared before me this the
I I day of 20*1 and acknowledge the due execution of the
forggiing instrument Witness d and official seal,
arolina
_DIANA O TAYLOR (totary Seal)
otary Public North C
New Hanover County
toy Commission Expires
July 25 2017
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
ryryryyy sent/ 9 7 on�a
bbr�
SSW N/O Change Rev24Sept2012 Page 3 of 4

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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
Organization
Title within the Organization
Street Address .5 .' Z
City j^jf1kj I
Mailing Address
City _
Phone
Email
State /1_j� Zip
(if different from street address)
State
53A4
Fax
9M
I certify that I own the propertyidentified in this permit transfer document and have given permission
to the Proposed Perm ittee listed in Sections II and V to develop and/or, lease the property A copy
of the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and I will therefore share responsibility for
compliance with the DWQ Stormwater permit As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the property I understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
(NCGS) 143-215 1, and may result in appropriate enforcement action including the assessment of
civil penalties of up to $25,000 per day, pursuant to NCGS 143
Signature of the property owner Date S ID alh
1, C71 n)np, Gi em, , a Notary Public for the State of
/ +1 CCU 11 nQ4 —,County of NP.w do hereby certify that
�obe✓� H4 4i personally appeared before me this the
day of ,t N_ 20 Imo, and acknowledge the due execution of the
forg rig instrument Witness my hand and official seal,
No a Seal
Notary Signature OSARACNtEY
NOTARY PUBLIC
NEW HANOVER COUNTY, NC
[MY
COMMISSION EXPIRES OCTOBER 24, 20a
EGEI W
SSW N/O Change Rev24Sept2012 Page 4 of 4 ��'
9BY�( �4b

a

DEMLR USE ONLY
Date eceive
Fee Paid
Permit Number
-ego
v
Applicable R les
(select all that apply)
❑Coastal SW - 95 ❑ Coastal W - 2008 ❑ Ph II - Post onstruchon
❑ Non -Coastal SW- HQW /ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopted for use as an original
I GENERAL INFORMATION
1 Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc )
2 Location of Project (street address)
City Carolina Beach County New Hanover Zip 28428
3 Directions to project (from nearest major intersection)
Proceed on Highway 421 S into Carolina Beach Turn left onto St Joseph St Go about 35' to what was
previously known as Lee s Ln on the right This will be the new driveway to the site
4 Latitude 34° 02' 16 96" N Longitude 77° 53 37 52" W of the main entrance to the project
II PERMIT INFORMATION
1 a Specify whether project is (check one) ❑New ZModification ❑ Renewal w/ Modificationt
tReneaals with modifications also requires SWU-102 - Renewal Application Form
b If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 070817 , its issue date (if known) , and the status of
construchon ZNot Started ❑Parhally Completed' ❑ Completed' 'provide a designer s certification
2 Specify the type of project (check one)
❑Low Density ZHigh Density ❑Drams to an Offsite Stormwater System ❑Other
3 if this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4 a Additional Project Requirements (check applicable blanks, information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748)
ZCAMA Major ❑Sedimentation/Erosion Control ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit Proposed Impacts
b If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit CAMA Major - Pelican Point - Permit No 20-16 issued 2/8/ 16
Is the project located within 5 miles of a public airport? ®No QYes
If yes, see S L 2012-200 Part VI htt ortal ncdenr org/web/Ir/rules-and-re ulations
BVE
JUL 1 5 2016

III CONTACT INFORMATION
1 a Print Applicant / Signing Official s name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc who owns the pro ect
Applicant/Organization Pelican Point CB LLC
Signing Official & Title Mr Charles C Poindexter, II Manager, Partner
b Contact information for person listed in item 1 a above
Street Address
City Wilmington State NC Zip 28411
Mailing Address (efappltcable)
City
Phone (910 ) 620-4672
Email ccpii@mac com
State
Fax
Zip
c Please check the appropriate box The applicant listed above is
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee' (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser' (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
® Developer (Complete Contact Information, item 2a and 2b below )
2 a Print Property Owner's name and title below, if you are the lessee, purchaser or developer (This is the
person who owns the propert) that the project is located on)
Property Owner/Organization HDI Holdings LLC
Signing Official & Title Mr Robert W I-luth, Manager
b Contact information for person listed in item 2a above
Street Address
City Wilmington _ State NC Zip 28405
Mailing Address (if applicable)
City State
Phone (910 ) 799-6900 Fax
Email bobhuth53@gmail com
Zip
3 a (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project -
Other Contact Person/Organization
Signing Official & Title
b Contact information for person listed in item 3a above
Mailing Address
City State Zip
Phone ( ) Fax ( )
Email
4 Local jurisdiction for building permits Town of Carolina Beach
Point of Contact Mr Richard Lang Phone # (910 ) 458-8238
RECEIVE'
JUL 2 0 2016
ar.

IV PROJECT INFORMATION
1 In the space provided below, briefly summarize how the stormwater runoff will be treated
Stormwater will be routed to a series of catch basms/smart boxes and then into infiltration trenches
2 a If claiming vested rights, identify the supporting documents provided and the date they were approved
❑ Approval of a Site Specific Development Plan or PUDApproval Date
❑ Valid Building Permit Issued Date
❑ Other Date
b If claiming vested nghts, identify the regulation(s) the project has been designed in accordance with
❑ Coastal SW -1995 ❑ Ph iI - Post Construction
3 Stormwater runoff from this project drams to the *Vb tet�nk QL�Q Ce N River basin
4 Total Property Area 0 9847 acres 5 Total Coastal Wetlands Area 0 0037 acres
6 Total Surface Water Area 0 0905 acres
Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area
08905 acres
Total project area shall be calculated to exclude thefollowing the normal pool of impounded structures, the area
between the banks of strearns and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line The resultant project area is used to
calculate overall percent built upon area (BUA) Non -coastal wetlands landward of the NHW (or MHW) line may be
included in the total project area
8 Project percent of impervious area (Total impervious Area / Total Project Area) X 100 = 65 %
9 How many drainage areas does the project have?l (For high density, count I for each proposed engineered
Stormwater BMP For low density and other projects, use I for the whole property area)
10 Complete the following information for each drainage area identified in Project Information item 9 If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below
Basin Information
Drama e Area 1
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Carolina Beach
Yacht Basin
Stream Class
SB
Stream Index Number.
18-87-31 2
Total Drainage Area (so
33964
On -site Drainage Area (so
33964
Off -site Drainage Area (so
0
Proposed Impervious Area** (so
25226
% Impervious Area** (total)
743
Impervious' Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildmgs/Lots (so
9858
On-srte Streets (so
0
On -site Parking (so
14458
On-srte Sidewalks (so
810
Other on -site (so
100
HR
V
Future (so
0
Off -site (so
0
Existing BUA*** (so
0
BY
Total (so
25226
Stream Class and Index Number can be determined at lip &portalncdenr ororeveb/wgfj2s/csu/classjfications
Im�ermous area is defined as the built upon area including but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc
Form SWU-101 Version Oct 31 2013 Page 3 of 6

11 How was the off -site impervious area listed above determined? Provide documentation
projects in Union County Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B 0600
V SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project 1 he latest versions of the forms can be downloaded
from htto / / Dortal ncdenr ore / web / wo / ws/su / bm o-manual
VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR) A complete package includes all of the items listed below A detailed application
instruction sheet and BMP checklists are available from
http / /portal ncdenr org/web/wq/ws/su/statesw/forms docs The complete application package should be
submitted to the appropriate DEMLR Office (The appropriate office maybe found by locating project on the
interactive online map athttp //portal ncdenr org/web/wq/ws/su/maps )
Please indicate that the following required information have been provided by initialing in the space provided
for each item All original documents MUST be signed and initialed in blue ink Download the latest versions
for each submitted application package fromhtW//portalncdenrorg/web/wq/ws/sit/statesw/forms docs
Initials
1 Original and one copy of the Stormwater Management Permit Application Form C
2 Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form (if required as per Part VII below)
3 Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP
4 Permit application processing fee of $505 payable to NCDENR (For an Express review, refer to _rip—&—
httD / /www envhelp org pages/onestopexpress html for information on the Express program
and the associated fees Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting )
5 A detailed narrative (one to two pages) describing the stormwater treatment/management for�u
6 A USGS map identifying the site location If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within ik mile of the site boundary, include the'k
mile radius on the map 1� t
7 Sealed, signed and dated calculations (one copy) \/ Ui
8 Two sets of plans folded to 8 5' x 14" (sealed, signed, & dated), including .7RH_
a Development/Project name
b Engineer and firm
c Location map with named streets and NCSR numbers
d Legend
e North arrow
f Scale
g Revision number and dates
h Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of hdal
waters, and any coastal wetlands landward of the MHW or NHW lines
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters
i Dimensioned property/project boundary with bearings & distances
j Site Layout with all BUA identified and dimensioned
k Existing contours, proposed contours, spot elevations, finished Floor elevations
I Details of roads, drainage features, collection systems, and stormwater control measures
in Wetlands delineated, or a note on the plans that none exist (Must be delineated by a
qualified person Provide documentation of qualificahons and identify the person who
made the determination on the plans C'` Dc
n Existing drainage (including off -site), drainage easements, pipe sizes, runt 6s V G
o Drainage areas delineated (included m the main set of plans, not as a sepa document
p Vegetated buffers (where required) JUL 1 � 2016
BY

9 Copy of any applicable soils report with the associated SHWT elevations (Please identify ,7k/
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs Include an 8 5"x11' copy of the NRCS County Sods map with the
project area clearly delineated For projects with infiltration BMPs, the report should also
include the sod type, expected infiltration rate, and the method of determining the infiltration rate
(Infiltration Devices submitted to WiRO Schedule a site visit for DEMLR to verify the SHWT prior
to submittal [phone] ) n�
10 A copy of the most current property deed Deed book Plat 61 Page No 90-91 ^c�cp —
11 For corporations and luruted liability corporations (LLC) Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H 1003(e)
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned
http / /www secretary state nc us/Corporations/CSearch aspxx
VII DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form The appropriate deed
restrictions and protective covenants forms can be downloaded from http //aortal ncdenr org/web/Ir/state-
stormwater-forms dots Download the latest versions for each submittal
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot
VIII CONSULTANT INFORMATION AND AUTHORIZATION
Applicant Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information)
Consulting Engineer James R Honeycutt, Ir PE
Consulting Firm Honeycutt Engineering Co
Mailing Address
City Wilmington
Phone (910 ) 350-0631
Email masonboro@bellsouth net
State NC Zip 28409
Fax ( 1
IX PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) HDI Holdings, LLC certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) Pelican Point LLC with (print or type name of organization listed in
Contact Information, item la) Charles C Poindexter, It to develop the project as currently proposed A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system
9 9VE' V G
JUL 15 2016
BY_-----

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days, otherwise I will be operating a stormwater
treatment facility without a valid permit I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-2151 and may result in appropriate enforcement
action including the ass ss of cavil penalties of up to $25,000 per day, pursuant to NCGS 143-215 6
Signature ^I AjY L10EM05 C A&7 &bCDate rO) ,96/0
before me
a stormwater permit
�(:'Ao. a Notary Public for the State of IV County of
do hereby certify that RC)be - HLk,++) personally appeared
I of 0cds) C2 ( and acl owledgeppt�hhe due ex cution of the application for
Witness my hand and official seal, Y lCili)�
USARACKEY
NOTARY PUBUG
NEW HANOVER COUNTY, NC
MY COMMISSION EXPIRES OCTOBER 24, 20L
SEAL
My commission expires 10 ;2 L1 //%
X APPLICANT'S CERTIFICATION
[,(print or type name of person fisted in Contact Information, item 1a) r 4��j Alf'- Vk1d—e LLi
certify that the information included on this permit application form is, to the best oTmy knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H 1000 and any other applicable state stormwater requirements
Signature
_ c� �[ Q� Date_!p—Z-7'IL
V �, a Nofiy� ubhc-fofthe State of (\� C County of
Me,W ACA-n(y e do hereby certify that C%YLv lit�S �Pb , ✓16P )Ae✓ personally appeared
before me this 21Vay of A V -h -e -?t\w , and ac owledge the due execution of the application for
a stormwater permit Witness my hand and official seal, �cA/il�a-
USA RACIM
NOTARYPUBUC
NEW HANOVER COUNTY, NC
MY COMMISSION EXPIRES OCTOBER 24, 2011
SEAL
My commission expires t 3 Gg /I
E Ali G' iC G
JUL 15 2015
BY

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t v'; rvu7vfl.JO*? Vjt1
(k PSFl^r,)i,t)7 391124CI??"10v1f'E
,ail'MI, :'r '°i-L Yi4'f'w •M1

ECEIVE
JUL 15 2015
By
Standards for Relaxing the Two Foot Separation Between
Infiltration Systems and the Seasonal High Water Table
March 7, 2014
Initials Date
Approvals Bradley Bennett, DEMLR Stormwater Program Supervisor J% 3 i !q
Toby Vinson, DEMLR Acting Land Quality Section Chief �z
Effective immediately, NC DENR will consider approving an infiltration system with less than a
24-inch separation from the seasonal high water table if additional investigation and evaluation
show that the water quality design volume will infiltrate and any resulting mounding of the
water table will subside within five days The minimum separation that may be provided under
any circumstances is 6 inches
In order to support these findings, please provide a hydrogeologic evaluation prepared by a
Licensed Geologist, Licensed Soil Scientist, or Professional Engineer This evaluation shall be
based on borings for which the numbers, locations, and depths are sufficient to define the
components of the hydrogeologic evaluation in addition to borings, other techniques may be
used to investigate the subsurface conditions at the site These techniques may include
geophysical well logs, surface geophysical surveys, and tracer studies This evaluation shall be
presented in a report that includes the following components
1 A description of the regional and local geology and hydrogeology,
2 A description, based on field observations of the site, of the site topographic setting,
streams, springs and other groundwater discharge features, drainage features, existing
and abandoned wells, rocky outcrops, and other features that may affect the
movement of the contaminant plume and treated wastewater,
3 Changes in lithology (rock type) underlying the site,
4 Estimated depth to confining layers,
5 The hydraulic conductivity and transmissivity of the affected aquifer(s),
6 Depth to the seasonal high water table,
7 A discussion of the relationship between the affected aquifers of the site to local and
regional geologic and hydrogeologic features,

March 7 2014
Page 2 of 3
Standards for Relaxing the 24 inch Separation Between
Infiltration Systems and the Seasonal High Water Table
8 A discussion of the groundwater flow regime of the site prior to operation of the
proposed facility and post operation of the proposed facility focusing on the
relationship of the system to groundwater receptors, groundwater discharge features,
and groundwater flow media, and
9 A mounding analysis under the proposed infiltration basin to predict the level of the
SHWT five days after the occurrence of the water quality design storm Any mounding
that occurs after the design storm must subside In a period of five days or less
The reasons for this recommendation are
1 A capillary fringe above the SHWT can reduce the depth of unsaturated sod zone to
less than two feet
Typically, a licensed soil scientist will observe redoxomorphic features of the soil as a
surrogate for the location of the seasonal high water table Often, this information
dictates whether a BMP will be designed to Infiltrate stormwater in an infiltration basin
or to retain it In a wet detention pond According to NC State wetland soil scientist Mike
Vepraskas, the capillary fringe often extends six Inches above the redoxomorphic
features In the soil (Note The capillary fringe Iles lust above the water table, where
water can be drawn upward by capillary forces ) In other words, If the SHWT is found 2
feet below the bottom of a proposed infiltration basin, the capillary fringe may reduce
the available unsaturated soil depth to 15 feet
2 Local water table mounding effects can prevent infiltration from occurring in time for
the next storm
The time for water to move through the unsaturated zone is governed by two
parameters (1) the thickness, and (2) the vertical hydraulic conductivity of the
unsaturated zone In the soil beneath an infiltration basin, the water table will
eventually rise under the unsaturated zone, which is caused not only by vertical
percolation of Infiltrating water, but also the lateral movement from the temporary
ground water mound caused by the basin Coastal aquifers often do not have a strong
gradient to flow laterally through the aquifer, resulting in a limited ability for a
groundwater mound to dissipate If there is not an adequate a gradient for a local,
temporary mound to dissipate into the surrounding water table, then an infiltration
basin above the mound may not draw down In less than five days even If the soil under
the infiltration basin is pure sand with a very high unsaturated hydraulic conductivity

March 7 2014
Page 3 of 3
CAPILLARY SHUT
—FRINGE ^
Standards for Relaxing the 24 inch Separation Between
Infiltration Systems and the Seasonal High Water Table
STORMWATER
INFILTRATION BMP
UN�-y1^TU TED OIL/1
�'({fADO> E ZI�Ej `
Separatbn '� 111111 ..IL ___llllll...___ 111111--- i 1`
SEASONAL HIGH WATER TABLE
IN -SITU SOIL
LOCALIZED GROUNDWATER
MOUND
BOTTOM OF AQUIFER
!!N/lJ//l/J/NlJif//JL//JI/J/N/lI/J/L//I!!M//i/J/L/I1 NJlif/7U/�/J�•r!J//!JU/1JJM!///!1//Ar//
Snapshot of groundwater interaction with an infiltration BMP during a drainage event Mounding can
occur locally, which reduces the drainage gradient of water in the BMP
3 No evidence or precedent exists to suggest a smaller water table requirement will
meet infiltration basin function
The complex nature of water table/infiltration basin interactions makes hard-and-fast rules
difficult to apply in all situations Currently, the two -foot separation dictates site design
options for engineers and developers Compared to other states, North Carolina's
separation requirement is rather small —other states and localities require two to five feet
of separation Given the lack of precedent for a smaller separation across the board, it was
suggested by experts and engineers that the two foot distance be maintained
In cases where infiltration may still be achieved in the required time period with a shallower
water table depth than two feet, it is recommended that designers submit a thorough
demonstration of proof that their site will meet the functional goals of an infiltration basin
If you have questions about this technical guidance, please do not hesitate to contact Bradley
Bennett at [phone] or bradley bennett@ncdenr gov or Annette Lucas at [phone]
or annette lucas@ncdenr gov

}
ECS CAROLINAS, LLP Setting the Standard for Service"
Q Geotechnical a Construction Materials a Environmental a Facilities NC Registered Engineenng Frm F 1078
NC Registered Geologists Firm C406
SC Registered Engineering Firm 3239
March 21. 2016
Mr Charles Poindexter
HDI Holdings a�
5929 Market Street EEC E' f V IE
Wilmington, North Carolina 28405
Reference Report of Seasonal High Water Table Estimation and Infiltration st ngL l 5 2016
Pelican Point
Carolina Beach, New Hanover County, North Carolina BY _— ---
ECS Protect No 49 1731
Dear Mr Poindexter
ECS Carolinas, LLP (ECS) recently conducted a seasonal high water table (SHWT) estimation
and infiltration testing within the stormwater best management practice (BMP) area(s) at 402
North Lake Park Boulevard in Carolina Beach, New Hanover County, North Carolina This
letter, with attachments, is the report of our testing
Field Testing
On March 18, 2016, ECS conducted an exploration of the subsurface soil and groundwater
conditions at two requested locations shown on the attached Boring Location Plan (Figure 1)
ECS located the borings by using a site plan provided by Honeycutt Engineering The purpose
of this exploration was to obtain subsurface information of the in situ soils for the stormwater
BMP area(s) ECS explored the subsurface soil and groundwater conditions by advancing one
hand auger boring into the existing ground surface at each of the requested boring locations
ECS visually classified the subsurface soils and obtained representative samples of each soil
type encountered ECS also recorded the SHWT and groundwater elevation observed at the
time of the hand auger borings The attached Infiltration Testing Form provides a summary of
the subsurface conditions encountered at the hand auger boring locations
The SHWT and groundwater elevation was estimated at the boring locations below the existing
grade elevation A summary of the findings areas follows
Location
SHWT
Groundwater
B-1
38 inches
48 inches
B-2
32 inches
48 inches
ECS has conducted two infiltration tests utilizing a compact constant head permeameter near
the hand auger borings in order to estimate the infiltration rate for the subsurface soils
Infiltration tests are typically conducted at two feet above the SHWT or in the most restrictive
soil horizon Tests in clayey conditions are conducted and calculated up to 30 minute intervals
If an exact hydraulic conductivity is necessary for these locations, then ECS recommends
collecting samples by advancing Shelby tubes and performing laboratory permeability testing
ECE
JUL 0 6 2016
ECS Capitol Semces PLLC ECS Cardenas, LLP ECS Central PLLC ECS Ronda, LLC ECS Mid.atlanbo, LLCR Southeast LLC ECS Texas, LLP
vrnnv ecsltmlted com

Report of SHWT Estimation and Infiltration Testing
Pelican Point
Carolina Beach New Hanover County North Carolina
ECS Project No 49 1731
March 21 2016
Field Test Results
Below is a summary of the infiltration test results
Location
Description
Depth
Inches/
hour
B-1
Tan/orange fine to med SAND
14 inches
16 6
B-2
Orange fine to med SAND
12 inches
185
Infiltration rates and SHWT may vary within the proposed site due to changes in elevation and
subsurface conditions
Closure
ECS's analysis of the site has been based on our understanding of the site, the project
information provided to us, and the data obtained during our exploration If the project
information provided to us is changed, please contact us so that our recommendations can be
reviewed and appropriate revisions provided, if necessary The discovery of any site or
subsurface conditions during construction which deviate from the data outlined in this
exploration should be reported to us for our review, analysis and revision of our
recommendations, if necessary The assessment of site environmental conditions for the
presence of pollutants in the soil and groundwater of the site is beyond the scope of this
geotechnical exploration
ECS appreciates the opportunity to provide our services to you on this project If you have any
questions concerning this report or this project, please contact us at [phone]
Respectfully,
ECS CAROLINAS, LLP
K Brooks Wall
Project Manager
bwallin ecslimited corn
910-686-9114
Attachments Figure 1 - Boring Location Plan
Infiltration Testing Form
ASFE Document
W Brandon Fulton, PSC, WS, LSS
Environmental Department Manager
bfulton(o,eeshmited corn
704-525-5152
rJ
CEIVE
UL D 6 2016
BY --

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8 APPROXIMATE BORING LOCATIONS
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E JUL 0 6 2015
Pelican Point
Carolina Beach, New Hanover County,
North Carolina
ECS Project # 49 1731
March 18, 2016
KBW
BY
Figure 1— Boring Location Plan
Provided by Honeycutt
Engineering

Infiltration Testing Form
Pelican Point
Carolina Beach, New Hanover County, North Carolina
ECS Project No 49 1731
March 18, 2016
Location Death USCS
B-1 0-10" SM
10"-48" SP
Sod Description
Brown fine SAND w/ silt
Tan/orange fine to med SAND
Seasonal High Water Table was estimated to be at 38 inches below the
existing grade elevation
Groundwater was encountered at 48 inches below the existing grade
elevation
Test was conducted at 14 inches below existing grade elevation
Infiltration Rate 16 6 inches per hour
Location Depth USCS
B-2 0-12" SM
12"-48" SP
Sod Description
Brown fine SAND w/ silt
Orange fine to med SAND
Seasonal High Water Table was estimated to be at 32 inches below the
existing grade elevation
Groundwater was encountered at 48 inches below the existing grade
elevation
Test was conducted at 12 inches below existing grade elevation
Infiltration Rate 18 5 inches per hour

Geolechnical Engnineeping Report -)
Geotedmical Servl ms Are Performed for
Specific Purposes, Persons, and PpoWU
Geotechmcal engineers structure their services to meet the specific needs of
their clients A geotechnical engineering study conducted for a civil engineer
may not fulfill the needs of a construction contractor or even another civil
engineer Because each geotechnical engineering study is unique, each geo-
technical engineering report is unique, prepared solelyfor the client No one
except you should rely on your geotechnical engineering report without first
conferring with the geotechnical engineer who prepared it And no one not
even you -should apply the report for any purpose or project except the one
originally contemplated
Read the Full Report
Serious problems have occurred because those relying on a geotechnical
engineering report did not read it all Do not rely on an executive summary
Do not read selected elements only
A Geotedmical 6ngineerhig Report Is Based on
A Unique Set of PpoJect•Speclnc Factors
Geotechmcal engineers consider a number of unique, project -specific factors
when establishing the scope of a study Typical factors include the clients
goals, objectives, and risk management preferences, the general nature of the
structure involved, its size, and configuration, the location of the structure
on the site, and other planned or existing site improvements, such as access
roads, parking lots and underground utilities Unless the geotechnical engi
neer who conducted the study specifically indicates otherwise, do not rely on
a geotechnical engineering report that was
• not prepared for you,
• not prepared for your project,
• not prepared for the specific site explored, or
• completed before important project changes were made
Typical changes that can erode the reliability of an existing geotechnicaI
engineering report include those that affect
• the function of the proposed structure, as when its changed from a
parking garage to an office budding, or from alight industrial plant
to a refrigerated warehouse,
• elevation, configuration location, orientation, or weight of the
proposed structure,
• composition of the design team, or
• protect ownership
As a general rule, always inform your geotechnical engineer of protect
changes - even minor ones - and request an assessment of their impact
Geotechmcal engineers cannot accept responsrbdrty or liability for problems
that occur because their reports do not consider developments of which they
were not Informed
Subsurface Comfitlons Can Change
A geotechnical engineering report is based on conditions that existed at the
time the study was pedormed Do not rely on a geotechnical engineering
report whose adequacy may have been affected by the passage of time, by
man-made events, such as construction on or adjacent to the site, or by natu-
ral events, such as floods earthquakes, or groundwater fluctuations Always
contact the geotechnical engineer before applying the report to determine if it
is still reliable Aminor amount of additional testing or analysis could prevent
major problems
Most Geoteclmhul Findings Ape Ppofessional
oplmmns
Site exploration identifies subsurface conditions only at those points where
subsurface tests are conducted or samples are taken Geotechnical engineers
review held and laboratory data and then apply their professional judgment
to render an opinion about subsurface conditions throughout the site Actual
subsurface conditions may differ -sometimes significantly from those indi-
cated inyour report Retaining the geotechmcalengineer who developed your
report to provide construction observation is the most effective method of
managing the risks associated with unanticipated conditions
A Reports Recommemfatlons Ape Not Final
Do not overrely on the construction recommendations included in your re -
pod Those recommendations are not final, because geotechnical engineers
develop them principally from judgment and opinion Geotechnical engineers
can finalize their recommendations only by observing actual

subsurface conditions revealed during construction The geotechncal engi-
neer who developed your report cannot assume responsibility or liability for
the report's recommendations if that engineer does not perform construction
observation
A GeoWulthml EnghtleerNg Report Is Subject to
Misinterpretation
Other design team members' misinterpretation of geotechncal engineer-
ing reports has resulted in costly problems Lower that risk by having your
geotechncal engineer confer with appropriate members of the design team
after submitting the report Also retain your geotechncal engineer to review
pertinent elements of the design tams plans and specifications Contractors
can also misinterpret a geotechncal engineering report Reduce that risk by
having your geotechncal engineer participate in prebid and preconstruction
conferences, and by providing construction observation
Do Not Redraw the Enghmw% logs
Geotechnical engineers prepare final boring and testing logs based upon
their interpretation of field logs and laboratory data To prevent errors or
omissions the logs included in a geotechncal engineering report should
never be redrawn for inclusion in architectural or other design drawings
Only photographic or electronic reproduction is acceptable, but recognize
that separating logs from the report can elevate risk
Give Contmtors a Complete Report and
Some owners and design professionals mistakenly believe they can make
contractors liable for unanticipated subsurface conditions by limiting what
they provide for bid preparation To help prevent costly problems, give con-
tractors the complete geotechmcal engineering report, but preface it with a
clearly written letter of transmittal In that letter, advise contractors that the
report was not prepared for purposes of bid development and that the report's
accuracy is limited, encourage them to confer with the geotechmcal engineer
who prepared the report (a modest fee may be required) and/or to conduct ad-
ddinnal study to obtain the specific types of information they need or prefer
A prebid conference can also be valuable Be sure contractors have sufficient
time to perform additional study Only then might you be in a position to give
contractors the best information available to you, while requiring them to at
least share some of the financial responsibilities stemming from unantici-
pated conditions
Read Responsibility Provisions Closely
Some clients, design professionals, and contractors do not recognize that
geotechmcal engineering is far less exact than other engineering disciplines
This lack of understanding has created unrealistic expectations that have led
to disappointments, claims, and disputes To help reduce the risk of such
outcomes, geotechncal engineers commonly includes variety of explanatory
provisions in their reports Sometimes labeled "limitations many of these
provisions indicate where geotechmcal engineers' responsibilities begin
and end, to help others recognize their own responsibilities and risks Read
these provisions closely Ask questions Your geotechmcal engineer should
respond fully and frankly
GeoenvironmeMal Concerns Are Not Covered
The equipment, techniques and personnel used to perform a geoenviron-
mental study differ significantly from those used to perform a geotechnical
study For that reason, a geotechncal engineering report does not usually re-
late any geoenvironmental findings, conclusions or recommendations, e g ,
about the likelihood of encountering underground storage tanks or regulated
contaminants Unanticipated environmental problems have led to numerous
project (allures If you have not yet obtained your own geoenvironmental in-
formation, ask your geotechncal consultant for risk management guidance
Do not rely on an environmental report prepared for someone else
Obtain Professional Atnu tance To Deal with Mold
Diverse strategies can be applied during budding design, construction, op-
eration, and maintenance to prevent significant amounts of mold from grow-
ing on indoor surfaces To be effective all such strategies should be devised
for the express purpose of mold prevention, integrated into a comprehensive
plan, and executed with diligent oversight by a professional mold prevention
consultant Because lust a small amount of water or moisture an lead to
the development of severe mold infestations, a number of mold prevention
strategies focus on keeping building surfaces dry While groundwater, wa-
ter infiltration and similar issues may have been addressed as part of the
geotechncal engineering study whose findings are conveyed in -this report
the geotechmcal engineer in charge of this project is not a mold prevention
consultant, anon of the swdm perforreed In coenectlon iiM
Me980aedortcar&NOW'14 study were dest$W or cetndr W
for Ilse purpose of nod prevenflon. Proper bopknWn edoe of
Me recomin mmebml8 conveyed In mis report win net of Ifsep
be Naticeet to prevent mombmo mvwbw b1 or on the sWrc-
am b►vo►ved.
Rely on Yam ASFE-Member Geotedmuml
Engineer For AddMoonal Assistance
Membership in ASFERhe Best People on Earth exposes geotechmcal engi-
neers to a wide array of risk management techniques that can be of genuine
benefit for everyone involved with a construction project Confer with your
ASFE-member geotechncal engineer for more information
ASFE
n. Bum Iu.m. an e..0
8811 Colesvi Ile Road/Suite G106, Silver Spring MD 20910
Telephone [phone] Facsimile 301/589-2017
e-mail mfo®asfe org www age org
Copyright2004 by ASFE Inc Duplication reproduction or copying of this document in whole or in bad by any means whatsoever is strictly prohibited except with ASFEs specific
written permission Excerpting quoting or otherwise a trachng wording from this document is permitted only with the express wnuen permission ofASFE and only for purposes
of scholarly research or book review Only members of ASFE may use this document as a complement to or as an element of a geotechmcal engineering report Any other firm
individual or other entity thatso uses this document without being anASFEmember could be committing negligent or intentional misrepresentation
nGER060450M

34"Ziff 4
W 2 1.1, N
Soil Map —New Hanover County, North Carolina
(402 N Lake Park Blvd.)
232820 232M 232 232a50 23M 232870 232880 Z32M 23M 232910
i
Map `.cafe: 1:753 0 uni-WOW A andsape
k N M Ke
0 10 20 40 60
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Y IA Natural Resources Web Soil Survey
a Conservation Service National Cooperative Soil Survey
ECEIVE
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Page 1 of 3
W rWN

MAP LEGEND
Area of Interest (AOI)
Area of interest (AOI)
Soils
Soil Map Unit Polygons
..
Sail Map Unit Lines
D
Soil Map Unit Points
Special
Point Features
(:)
Blowout
Borrow Pit
}(
clay spot
Closed Depress-
Grovel Pit
,.
Gravelly Spot
Lendflll
Lave Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Patel Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodin Spot
Soil Map —New Hanover County, North Carolina
(402 N Lake Park Blvd.)
Spoil Area
Stony Spot
Very Stony Spot
Wet Spa
Other
• Spect.1 Line Features
Water Features
SVeams and Canals
Transportation
a+ Rails
Interstate Highways
US Routes
Major Roads
Lpcci Roads
Background
Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at 1:15,800
Warning: Soil Map may not be valid at this scale.
'.. Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websoilsuNey.nres,usda,gov
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if mare accurate
calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below,
Soil Survey Area New Hanover County, North Carolina
Survey Area Data: Version 16, Sep 29, 2015
Soil map units are labeled (as space allows) for map scales 1:50,000
or larger.
Dates) aerial images were photographed: Data not available.
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps, As a result, some minor shifting
of map unit boundaries may be evident,
t sun Natural Resources Web Soil Survey 6/21/2016
'ate Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —New Hanover County North Caroyna
Map Unit Legend
402 N Lake Park Blvd
New Hanover County North C"Ina(NCI 29)
Map Unit Symbol
Map Unit Name
Acres In AO1
Percent of AO1
Ur
Urban land
18
S56%
W
Wetar
07
44%
.tale for Ara. of Interest
1 8
100 0%
Natural Resources Web Sop Survey 5¢t IY015
Conservrtlrm Service National Cooperative Soil Survey Peg. 3 of 3

9iECS CAROLINAS, LLP 'Setting the Standard for Service"
Geotechmcal a Construction Materials a Environmental a Facilities NO Regisered Engnaenng FWm F 1078
NC Registered Geologists Firm C-406
GC Registered Engineering Firm 3239
July 11, 2016
Mr Charles Poindexter
HDI Holdings
5929 Market Street Wilmington, North Carolina 28405 ECEIVE
Reference Report of Hydrogeologlc Evaluation JUL 15 2016
Pelican Point 8
Carolina Beach, New Hanover County, North Carolina BY-------�
ECS Protect No 49 1731A
Dear Mr Poindexter
ECS Carolinas, LLP (ECS) was requested to observe the seasonal high water table (SHWT)
and to perform infiltration testing at three locations within the stormwater best management
practice (BMP) area(s) at 402 North Lake Park Boulevard in Carolina Beach, New Hanover
County, North Carolina ECS was then requested to provide a Hydrogeologlc Evaluation of the
site in accordance to the North Carolina Department of Environmental Quality (NCDEQ)
standard for relaxing the 24-inch separation between infiltration systems and the SHWT This
letter, with attachments, is the report of our evaluation
Field Testing
On March 18, 2016, ECS conducted an exploration of the subsurface soil and groundwater
conditions at two requested locations, ECS returned to the site on June 30, 2016 to observe an
additional location These locations are shown on the attached Boring Location Plan (Figure 1)
ECS located the borings by using a site plan provided by Honeycutt Engineering The purpose
of this exploration was to obtain subsurface information of the in situ soils for the stormwater
BMP area(s) ECS explored the subsurface soil and groundwater conditions by advancing one
hand auger boring into the existing ground surface at each of the requested boring locations
ECS visually classified the subsurface soils and obtained representative samples of each soil
type encountered ECS also recorded the SHWT and groundwater elevation observed at the
time of the hand auger borings The attached Infiltration Testing Form provides a summary of
the subsurface conditions encountered at the hand auger boring locations
The SHWT and groundwater elevation was estimated at the boring locations below the existing
grade elevation A summary of the findings are as follows
Location
SHWT
Groundwater
B-1
38 inches
48 inches
B-2
32 inches
48 inches
B-3
18 inches
24 inches
ECS has conducted three infiltration tests utilizing a compact constant head permeameter near
the hand auger borings in order to estimate the infiltration rate for the subsurface soils
Infiltration tests are typically conducted at two feet above the SHWT or in the most restrictive
soil horizon Tests in clayey conditions are conducted and calculated up to 30 minute intervals
If an exact hydraulic conductivity is necessary for these locations, then ECS recommends
collecting samples by advancing Shelby tubes and performing laboratory permeability testing
ECS Capitol Services PLLC ECS Carohna% LLP ECS Centel PLLC ECS Flonda LLC ECS Mid -Atlantic. LLC ECS Midwest LLC ECS Southeast, LLC ECS Texas LLP
wane ecsllmited com

Report of Hydrogeologic Evaluation
Pelican Point
Carolina Beach New Hanover County North Carolina
ECS Project No 49 1731A
July 11 2016
Field Test Results
Below is a summary of the infiltration test results
Location
Description
Depth
Inches/
hour
B-1
Tan/oran a fine to med SAND
14 inches
166
B-2
Oran e fine to med SAND
12 inches
185
B-3
Tan/orange fine to med SAND
12 inches
125
Infiltration rates and SHWT may vary within the proposed site due to changes in elevation and
subsurface conditions
Hydrogeologic Evaluation
There are required components listed in the NCDEQ standard for relaxing the 24-inch
separation between infiltration systems and the SHWT In order to evaluate the hydrogeologic
conditions of an area designated for a stormwater BMP, these components are evaluated
Ga� These components for this site are addressed to order below
The site is located in the Coastal Plain Physiographic Province The Coastal Plain is
S�k^� composed of seven terraces, each representing a former level of the Atlantic Ocean
Soils in this area generally consist of sedimentary materials transported from the other
areas by the ocean and rivers These deposits vary in thickness from a thin veneer along
the western edge of the region to more than 2,000 feet near the coast The sedimentary
deposits of the Coastal Plain rest upon consolidated rocks similar to those underlying the
Piedmont and Mountain Physiographic Provinces
a • The site was observed to have a gradual elevation change decreasing to the east by
approximately three feet The site is bordered to the east by the Myrtle Grove Sound
No discharge or drainage features, abandoned wells, or rock outcrops were observed A
bulk head is constructed at the eastern portion of the site along the surface water
3�y • Based on regional geology and observations made in previous geotechnical borings
advanced by ECS, the site consists of surficial deposits of sandy sediment with clay
lenses up to 25 feet in depth The Pee Dee Formation consisting of greenish sandy to
clayey sand can be encountered beneath the surficial deposits The Castle Hayne
Limestone Formation then underlies the Pee Dee formation There can be up to 25 feet
before a confining layer is observed
S The hydraulic conductivity of the surficial sediment was tested and resulted in a range
from 12 5 to 16 6 inches per hour at the test locations
(o The SHWT was observed to range from 18 to 38 inches below the existing grade
elevation at the locations tested

Report of Hydrogeologic Evaluation
Pelican Point
Carolina Beach New Hanover County North Carolina
ECS Project No 49 1731A
July 11 2016
7�g The surficial aquifer of the site consists of sandy conditions where groundwater flows
without confining conditions The site currently (pre -construction) consists of natural
pervious sediment which infiltrates rain events and migrates to the east toward the
Myrtle Grove Sound A proposed infiltration BMP system is to be constructed in order to
contain the runoff of the anticipated impervious areas
p A mounding analysis was generated utilizing the United States Geological Survey
/ (USGS) spread sheet solving the Hantush (1967) equation for groundwater mounding
beneath an infiltration basin The data used for calculating the mounding conditions was
collected from site specific field data, design data, and soil characteristics On the chart,
(R) represents a one inch storm event over a 12 hour period Specific yield (Sy) was
established by referencing the USGS Compilation of Specific Yield for Various Materials
by A I Johnson, 1963 Hydrauloic conductivity (K) was determined in the field and is
referenced in the text above Basin deminsions (X and Y) were provided by Honeycutt
Engineering (the site civil designer) Time (T) is the 5 day period set forth by NCDEQ for
an infiltration basin to function Thickness of saturadated zone HI(0) was derived by
subtracting the depth of the confining layer (approximately 25 feet) from the depth to
groundwater (4 feet) This calculation only uses the data represented at locations B-1
and B-2 The spreadsheet is included with the attachments
3

Report of Hydrogeologic Evaluation
Pelican Point
Carolina Beach New Hanover County North Carolina
ECS Project No 49 1731 A
July 11 2016
Closure
ECS's analysis of the site has been based on our understanding of the site the protect
information provided to us, and the data obtained during our exploration If the protect
information provided to us is changed, please contact us so that our recommendations can be
reviewed and appropriate revisions provided, if necessary The discovery of any site or
subsurface conditions during construction which deviate from the data outlined in this
exploration should be reported to us for our review, analysis and revision of our
recommendations, if necessary The assessment of site environmental conditions for the
presence of pollutants in the soil and groundwater of the site is beyond the scope of this
geotechnical exploration
ECS appreciates the opportunity to provide our services to you on this protect If you have any
questions concerning this report or this protect, please contact us at [phone]
Respectfully,
ECS CAROLINAS, LLP
KBrooks
Protect Manager
bwall�ecslimited comcom
910-686-9114
Attachments Figure 1 - Boring Location Plan
Infiltration Testing Form
USGS Mounding Spreadsheet
ASFE Document
NCDEQ Regulation
Y to W�
John M Stewart, P G
Chief Geologist
istewart1�ecshmited comcom
336-856-7150
4

Infiltration Testing Form
Pelican Point
Carolina Beach, New Hanover County, North Carolina
ECS Project No 49 1731A
March 18 and June 30, 2016
Location Depth USCS
B-1 0-101, SM
10"-48" SIP
Soil Description
Brown fine SAND w/ silt
Tan/orange fine to med SAND
Seasonal High Water Table was estimated to be at 38 inches below the
existing grade elevation
Groundwater was encountered at 48 inches below the existing grade
elevation
Test was conducted at 14 inches below existing grade elevation
Infiltration Rate 16 6 inches per hour
Location Depth USCS
B-2 0-12" SM
12"-48" SIP
Soil Description
Brown fine SAND w/ silt
Orange fine to med SAND
Seasonal High Water Table was estimated to be at 32 inches below the
existing grade elevation
Groundwater was encountered at 48 inches below the existing grade
elevation
Test was conducted at 12 inches below existing grade elevation
Infiltration Rate 18 5 inches per hour
Location Depth USCS
B-3 0-6" SM
6"-18" SP
18"-36" SP
Soil Description
Brown fine SAND w/ silt
Tan/orange fine to med SAND
Gray fine SAND
Seasonal High Water Table was estimated to be at 18 inches below the
existing grade elevation
Groundwater was encountered at 24 inches below the existing grade
elevation
Test was conducted at 12 inches below existing grade elevation
Infiltration Rate 12 5 inches per hour

This aaeMdaeet willnkulete NO hmght vl+grountlwa»nnard bcnva.ha ilormwtler lMikntldn bash Nae lnfarneton ran be fame In the U S Geobaical Survey
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values shown well be Incorrect Use consistent units fa all Inpart values; (for eaampie feet and days]
une consistent units le` feet &days or lnWs&hours) conversion Table
input W. inthyhour, faeti
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sy Specific yield Sy(dlmensioness between 0 and l)
K Horizontal hydraulic conductuvlty, on (feet/day)e 200 4001n thnemn.drammnNng the pro+amat
• 1/2 length of basin(a direction In feet)
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Re -Calculate Now
Groundwater Mounding, in feet
D 014
0012
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—_
D M e0 m as 100 120 140 r
This spreadsheet solving the Hantush (1967) equation for ground water mounding beneath an Infiltration basin
Is made available to the general public as a mnvenrenee for those wishing to replicate values documented in the
USGS Scientific Investigations Report 2010 5102 "Groundwater mounding beneath hypothetical stormwater
mflItrbbon basins' or to calculate values based on user specified site conditions Any changes made to the
spreadsheet (other than values identified as user -specified) after transmission from the USGS could have
unintended, undesirable consequences These consequences could Include, but may not be limited to erroneous
output, numerical Instabilities and violations of underlying assumptions that are Inherent in results presented in
the accompanying USGS published report The USGS assumes no responsibility for the consequences of any
changes made to the spreadsheet If changes are made to the spreadsheet the user Is responsible for
documenting the changes and justifying the results and conclusions

Geolechnical Engineeping Repopt -.
Geotechmcal Services Are Performed for
Specific Purposes, Persons, and Projects
Geotechmcal engineers structure then services to meet the specific needs of
their clients A geolechnical engineering study conducted for a civil engineer
may not fulfill the needs of a construction contractor or even another civil
engineer Because each geotechnical engineering study is unique each geo-
technical engineering report is unique prepared solely for the client No one
except you should rely on your geotechnical engineering report wnhout first
conferring with the geotechnical engineer who prepared it And no one- not
even you should apply the report .or any purpose or project except the one
originally contemplated
Read the Full Report
Serious problems have occurred because those relying on a geotechnical
engineering report did not read it all Do not rely on an executive summary
Do not read selected elements only
A Geotechmcal Engmeering Report Is Based on
A Unique Set of Project -Specific Factors
Geotechmcal engineers consider a number of unique project specific facto) s
when establishing the scope of a study Typical [actors include the clients
goals, objectives and risk management preferences the general nature of the
structure involved its size and configuration the location of the structure
on the site and other planned or existing site improvements such as access
loads parking lots and imrerground utilities Unless the geotechnical engi-
neer who conducted the study specifically indicates otherwise do not rely on
a geotechnical engineering report that was
• not prepared or you
• not prepared .or your project
• not prepared or the specific site explored, or
• completer before important project changes were made
Typical changes that can erode the reliability of an existing geotechnical
engineering report include those that affect
• the function of the proposed structure as when its changed from a
parking garage to an office building or from alight industrial plant
to a refrigerated warehouse
• elevation configuration location orientation, or weight of the
proposed structure
• composition of the resign team or
• protect ownership
As a general rule always inform your geotechnical engineer of project
changes - even minor ones - and request an assessment of their impact
Geotechmcal engineers cannot accept responsibility or liability for problems
that occur because their reports do not consider developments of which they
were not informed
Subsurface Conditions Can Change
A reolechnical engineering report is based on conditions that existed at he
time the study was performed Do not rely on a geotechnical engmeenng
report whose adegwcy may have been affected by the passage of time by
man-made events such as constmchen on or adjacent to the site, or by natu
ral events such as hoods earthquakes or groundwater fluctuations Always
contact the geotechnical engineer before applying the report to deter mine if it
is still reliable A minor amount of additional testing or analysis could prevent
major problems
Most Geotechmcal Findings Are Professional
Opinions
Site exploration identifies subsurface conditions only at those points where
subsurface tests are conducted or samples are taken Geolechnical engineers
review field and laboratory data and then apply their professional judgment
to render an opinion about subsurface conditions throughout the site Actual
subsurface conditions may differ -sometimes significantly from [hose indi-
cated myour report Retaining the geotechmcalengmeerwhodeveloped your
report to provide construction observation is the most effective method of
managing the risks associated with unanticipated conditions
A Reports Recommendations Are Not Final
Do not overrely on the construction recommendations included in your re-
port Those recommendations are not heal because geotechnical engineers
develop them principally from judgment and opinion Geolechmcalengmeers
can finalize their recommendations only by observing actual

subsurface conditions revealed during construction The geotechmcal engi-
neer who developed your report cannot assume responsibility or liability for
the reports recommendations if that engineer does not perform construction
observation
A Geotechmcal Engineering Report Is Subject to
Misinterpretation
Other design team members misinterpretation of geotechnlcal engineer
ing reports has resulted in costly problems Lower that risk by having your
geotechmcal engineer confer with appropriate members of the design team
after submitting the report Also retain your geotechmcal engineer to review
pertinent elements of the design teams plans and specifications Contractors
can also misinterpret a geotechmcal engineering report Reduce that risk by
having your geotechnlcal engineer participate in prebld and preconstruction
conferences, and by providing construction observation
Do Not Redraw the Engmeer's Logs
Geolechnical engineers prepare final boring and testing logs based upon
their Interpretation of field logs and laboratory data To prevent errors or
omissions the logs included in a geotechnlcal engineering report should
never be redrawn for inclusion in architectural or other design drawings
Only photographic or electronic reproduction is acc.plable, but recognize
that separating logs from the report can elevate risk
Give Contractors a Complete Report and
Guidance
Some owners and design professionals mistakenly believe they can make
contractors liable for unanticipated subsurface conditions by limiting what
they provide for bid preparation To help prevent costly problems, give con-
tractors the complete geotechnlcal engineering repod butpreface it with a
clearly written letter of transmittal In [hat letter advise contractors that the
repod was not prepared for purposes of bio development and that the reports
accuracy is limited encourage them to confer with the geotechnical engineer
who prepared the report (a modesl fee may be required) and/or to conduct ad
ditional study to obtain the specific types of information they need or prefer
A prebld conference can also be valuable Be sure contractors have sufficient
time to perform addilional study Only then might you be in a position to give
contractors the best information available to you while requiring them to at
least share some of the financial responsibilities stemming from unantici-
pated conditions
Read Responsibility Provisions Closely
Some clients, design professionals and contractors do not recognize that
geotechmcal engineering is far less exact than other engineering disciphnes
This lack of understanding has created unrealistic expectations that have led
to disappointments claims and disputes To help reduce the risk of such
outcomes geotechmcal engineers commonly include a variety of explanatory
provisions in their reports Sometimes labeled 'limitations many of these
provisions indicate where geotechnlcal engineers responsibilities begin
and end to help others recognize their own responsibilities and risks Read
these provisions closely Ask questions Your geotechmcal engineer should
respond fully and frankly
Geoenvironmental Concerns Are Not Covered
The equipment techniques and personnel used to perform a geoenvlron
mental study outer significantly from those used to perform a geotechnlcal
study For that reason, a geotechnlcal engineering report does not usually re-
late any geoenvironmental findings conclusions, or recommendations e g
about the likelihood of encountering underground storage tanks or regulated
contaminants Unanticipated environmental problems have led to numerous
project failures If you have not yet obtained your own geoenvironmental m-
formation ask your geotechnlcal consultant for risk management guidance
Do not rely on an environmental report prepared for someone else
Obtain Professional Assistance To Deal with Mold
Diverse strategies can be applied during building design, construction op-
-ration, and maintenance to prevent significant amounts of mold from grow
mg on Indoor surfaces To be effective all such strategies should be devised
,or the express purpose of mold prevention Integrated into a comprehensive
plan and executed with diligent oversight by a professional mold prevention
consultant Because lust a small amount of water or moisture can lead to
the development of severe mold Infestations a number of mold prevention
strategies locus on keeping building surfaces dry While groundwater wa-
ter infiltration and similar issues may have been addressed as part of the
geotechmcal engineering study whose findings are conveyed in -this report
the geotechmcal engineer in charge of this project is not a mold prevention
consultant none of the services pertopmed in connection with
the geotechmcal engineer's study were designed or conducted
top the purpose of mold prevention Proper implementation of
the recommendations conveyed in this report will not of itscH
he sufficient to prevent mold trom growing in or on the struc-
ture involved
Rely on Your ASFE-Member Geotechmcal
Engmeer For Additional Assistance
Membership in ASFE/The Best People on Earth exposes geotechnlcal engi
neers to a wide array of risk management techniques that can be of genuine
benefit for everyone involved with a construction project Confer with your
ASFE-member geotechnlcal engineer for more information
ASFE
i1P But PPIP I ee FFPtt
8811 Colesvdle Road/Suite G106 Silver Spring MD 20910
Telephone [phone] Facsimile 301/589-2017
e-mail info@asfe org www asfe org
Copynght 2004 by ASFE Inc Duplication reproduction or copying of this document in whole or in pan by any means whatsoever is strictly prohibited except with A VEs specrbc
written permission Excerpting quoting or otherwise extracting wording from this document Is permitted only with the express written permission of ASFE and only for purposes
of scholarly research or book review Only members ofA51 E may use this document as a complement to or as an element of a geotechmcal engineering report Any other firm
mdrvtdual or other entity that so uses this document without being anASFE member could be committing negligent or intentional (fraudulent) misrepresentation
IIGER06045 OM

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ECS CAROLINAS LLP 'Setting the Standard for Service"
Q Geotechnical a Construction Materials a Environmental a Facilities NC Registered Engineering Firm F 1078
NC Registered Geologists Firm C-406
SC Registered Engineering Firm 3239
ri
GEIVE July 1, 2016
Mr David Thompson UL 15 2016
HDI Holdings
5929 Market Street BY --------
Wilmington, North Carolina 28405
Reference Report of Seasonal High Water Table Estimation and Infiltration Testing
Pelican Point
Carolina Beach, New Hanover County, North Carolina
ECS Protect No 49 1731A
Dear Mr Thompson
ECS Carolinas, LLP (ECS) recently conducted an additional seasonal high water table (SHWT)
estimation and infiltration testing within the stormwater best management practice (BMP)
area(s) at 402 North Lake Park Boulevard in Carolina Beach, New Hanover County, North
Carolina This letter, with attachments, is the report of our testing
Field Testing
On June 30, 2016, ECS conducted an exploration of the subsurface soil and groundwater
conditions at one requested location shown on the attached Boring Location Plan (Figure 1)
ECS was requested to conduct the testing at the survey stake labeled "44" on site The purpose
of this exploration was to obtain subsurface information of the in situ soils for the stormwater
BMP area(s) ECS explored the subsurface soil and groundwater conditions by advancing one
hand auger boring into the existing ground surface at the requested boring location ECS
visually classified the subsurface soils and obtained representative samples of each soil type
encountered ECS also recorded the SHWT and groundwater elevation observed at the time of
the hand auger boring The attached Infiltration Testing Form provides a summary of the
subsurface conditions encountered at the hand auger boring location
The SHWT and groundwater elevation was estimated at the bonng location below the existing
grade elevation A summary of the findings are as follows
Location
SHVYT
Groundwater
B-3
18 inches
1 24 inches
ECS has conducted one infiltration test utilizing a compact constant head permeameter near the
hand auger boring in order to estimate the infiltration rate for the subsurface soils Infiltration
tests are typically conducted at two feet above the SHWT or in the most restrictive soil horizon
Tests in clayey conditions are conducted and calculated up to 30 minute intervals If an exact
hydraulic conductivity is necessary for these locations, then ECS recommends collecting
samples by advancing Shelby tubes and performing laboratory permeability testing
ECS Capitol Semces PL-C ECS Carolinas LLP ECS Central PLLC ECS Flonda LLC ECS MidP2lanbc LLC ECS Midwest, LLC ECS Southeast, LLC ECS Texas LLP
wwwecshmlted com

Report of SHWT Estimation and Infiltration Testing
Pelican Point
Carolina Beach New Hanover County North Carolina
ECS Project No 49 1731A
July 1 2016
Field Test Results
Below is a summary of the infiltration test results
Location
Description
Depth
Inches/
hour
B-3
Tan/orange fine to med SAND
12 inches
125
Infiltration rates and SHWT may vary within the proposed site due to changes in elevation and
subsurface conditions
Closure
ECS's analysis of the site has been based on our understanding of the site, the project
information provided to us, and the data obtained during our exploration If the project
information provided to us is changed, please contact us so that our recommendations can be
reviewed and appropriate revisions provided, if necessary The discovery of any site or
subsurface conditions during construction which deviate from the data outlined in this
exploration should be reported to us for our review, analysis and revision of our
recommendations, if necessary The assessment of site environmental conditions for the
presence of pollutants in the sod and groundwater of the site is beyond the scope of this
geotechmcal exploration
ECS appreciates the opportunity to provide our services to you on this project If you have any
questions concerning this report or this project, please contact us at [phone]
Respectfully,
ECS CAROLINAS, LLP
K Brooks Wall
Project Manager
bwall(a)ecshmited com
910-686-9114
Attachments Figure 1 - Boring Location Plan
Infiltration Testing Form
ASFE Document
W Brandon Fulton, PSC, PWS, LSS
Environmental Department Manager
bfulton0,)ecslimded corn
704-525-5152

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Charles C. Poindexter, II
7923 Reunion Road
Wilmington, NC
910.620.4672
[e-mail]

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Infiltration Testing Form
Pelican Point
Carolina Beach, New Hanover County, North Carolina
ECS Project No 49 1731A
June 30, 2016
Location Depth USCS Sod Description
B-3 0-6" SM Brown fine SAND w/ silt
6"-18" SIP Tan/orange fine to med SAND
18"-36" SP Gray fine SAND
Seasonal High Water Table was estimated to be at 18 inches below the
existing grade elevation
Groundwater was encountered at 24 inches below the existing grade
elevation
Test was conducted at 12 inches below existing grade elevation
Infiltration Rate 12 5 inches per hour

subsurface conditions revealed during construction The geotechnical engi-
neer who developed your report cannot assume responsibility or liability for
the report's recommendations if that engineer does not perform construction
observation
A Geotechnical Engineering Report Is Subject to
Misinterpretation
Other design team members' misinterpretation of geotechnical engineer-
ing reports has resulted in costly problems Lower that risk by having your
geotechnical engineer confer with appropriate members of the design team
after submitting the report Also retain your geotechnical engineer to review
pertinent elements of the design team's plans and specifications Contractors
can also misinterpret a geotechnical engineering report Reduce that risk by
having your geotechnical engineer participate in prebid and preconstmction
conferences, and by providing construction observation
Do Not Redraw the Engineer's Logs
Geotechnical engineers prepare final boring and testing logs based upon
their Interpretation of field logs and laboratory data To prevent errors or
omissions, the logs Included in a geotechnical engineering report should
never be redrawn for Inclusion in architectural or other design drawings
Only photographic or electronic reproduction is acceptable, but recognize
that separating logs from the report can elevate risk
Give Contractors a Complete Report and
Guidance
Some owners and design professionals mistakenly believe they can make
contractors liable for unanticipated subsurface conditions by limiting what
they provide for bid preparation To help prevent costly problems, give con-
tractors the complete geotechnical engineering report, butpreface It with a
clearly written letter of transmittal In that letter, advise contractors that the
report was not prepared for purposes of bid development and that the report's
accuracy is limited, encourage them to confer with the geotechnical engineer
who prepared the report (a modest fee may be required) and/or to conductad-
ditional study to obtain the specific types of information they need or prefer
A prebld conference can also be valuable Be sure contractors have sufficient
time to perform additional study Only then might you be in a position to give
contractors the best information available to you, while requiring them to at
least share some of the financial responsibilities stemming from unantici-
pated conditions
Read Responsibility Provisions Closely
Some clients, design professionals, and contractors do not recognize that
geotechnical engineering is far less exact than other engineering disciplines
This lack of understanding has created unrealistic expectations that have led
to disappointments claims, and disputes To help reduce the risk of such
outcomes, geotechnical engineers commonly Include a variety of explanatory
provisions in their reports Sometimes labeled 'limitations' many of these
provisions indicate where geotechnical engineers' responsibilities begin
and end, to help others recognize their own responsibilities and risks Read
these provisions closely Ask questions Your geotechnical engineer should
respond fully and frankly
Geoenvironmental Concerns Are Not Covered
The equipment techniques, and personnel used to perform a geoenviron-
mental study differ significantly from those used to perform a geotechnical
study For that reason, a geotechnical engineering report does not usually re-
late any geoenvironmental findings, conclusions, or recommendations, e g ,
about the likelihood of encountering underground storage tanks or regulated
contaminants Unanticipated environmental problems have led to numerous
project/allures If you have not yet obtained your own geoenvironmental in-
formation, ask your geotechnical consultant for risk management guidance
Do not rely on an environmental report prepared for someone else
Obtain Professional Assistance To Deal with Mold
Diverse strategies can be applied during building design, construction, op-
eration, and maintenance to prevent significant amounts of mold from grow-
ing on indoor surfaces To be effective, all such strategies should be devised
for the express purpose of mold prevention, Integrated Into a comprehensive
plan, and executed with diligent oversight by a professional mold prevention
consultant Because just a small amount of water or moisture can lead to
the development of severe mold Infestations, a number of mold prevention
strategies focus on keeping building surfaces dry While groundwater, wa-
ter Infiltration, and similar Issues may have been addressed as part of the
geotechnical engineering study whose findings are conveyed in -this report,
the geotechnical engineer in charge of this project is not a mold prevention
consultant, mime of Me swrvkw performed fn cmmmctlon with
dmgeetedmW engmew's OW wane designed or cmMucted
for Um pm m of mold prevenam mww hmilfflnemmin of
din rscmmnemfaOOns conveyed In tlds report wfff wt of &W
fie snedt to prevot madd Ovm vwnft m or DD /fie sbvlc
an mvailved
Rely on Your ASFE-Member Geotechnical
Engineer For Additional Assistance
Membership in ASFE/Fhe Best People on Earth exposes geotechnical engi-
neers to a wide array of risk management techniques that can be of genuine
benefit for everyone involved with a construction project Confer with your
ASFE-member geotechnical engineer for more information
ASFE
To. Bul People on Earle
8811 Colesville Road/Suite G106, Silver Spring MD 20910
Telephone [phone] Facsimile 301/589-2017
e-mail info@asfe org www asfe org
Copyright 2004 byASFE Inc Duplication reproduction or copying of this document in whole or pad byanymeans whatsoever is stilly prohibited except with ASFB specific
written permission Excerpting quoting or otherwise extracting wording from this document is permitted only with the express written permission ofASFE and only for purposes
of scholarly research or book review Only members o(ASFEmay use this document as a complement to or as an element of a geotechnical engineering report Any other firm
individual or other entilythat so uses this document without being arWSFEmember could be committing negligent or intentional lWaudulem) misrepresentation
IIGER06045 OM

Corporations Division
Page 1 of 1
North Carolina
Elaine F Marshall DEPARTMENT OF THE
Secretary SECRETARY of STATE
PO Box 29622 Raleigh NC 27626-0622 [phone]
Click Here To
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal Pelican Point CB LLC
Limited Liability Company Information
Sosld
Status
Annual Report Status
Citizenship
Date Formed
Fiscal Month
State of Incorporation
Registered Agent
Corporate Addresses
1530809
Current -Active
Current
Domestic
7/14/2016
January
NC
Poindexter Charles C II
Reg Office 7923 Reunion Road
Wilmington NC 28411
Reg Mailing 7923 Reunion Road
Wilmington NC 28411
Company Officials
All LLCs are managed by their managers pursuant to N C G S 57D-3 20
Account
Login
Register
https//www sosnc gov/Search/profcorp/12278138 7/15/2016

l
a
NORTH CAROLINA
Department of the Secretary of State
To all whom these presents shall come, Greetings:
I, Elaine F Marshall, Secretary of State of the State of North Carolina, do hereby certify
the following and hereto attached to be a true copy of
ARTICLES OF ORGANIZATION
OF
PELICAN POINT CB, LLC
the original of which was filed in this office on the 14th day of July 2016
IN WITNESS WHEREOF, I ve �eltteu�to� zQee y
hand and affixed my official Ckl at the Ctt
Raleigh, this 14th day of July, 016
Scan to verify online
Certification# C201618000192 1 Reference# C201618000192 1 Page 1 of Secretary of State
Verify this certificate online at http //www sosnc gov/venfication

1
SOSID 1530809
Date Filed 7/14/2016 5 55 00 PM
Elaine F Marshall
North Carolina Secretary of State
C2016 180 00192
State of North Carolina
Department of the Secretary of State
L1lmted Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57D-2-20 of the General Statutes of North Caroline, the ondemped does hereby submit these
Articles of Organization for the purpose of forming a hinted liability company
The nam of the WTuW habtlt(y company as. Pelican Point CB, LLC
(Sm It® ]Of ilk foaructime for appropriate enity deswaixm)
The name and address of each person executing dim articles of orgamzabon is as follows (State
whether each person is executing these articles of organization in the capacity of a member, organizer
or bath Note Ibis documentmust be signed by aD persoin 1bUt)
Charles C. Poindexter, II Member, Organizer
7623 Reunbn Road
Wilmington, NC 28411
3 The name of the to tial registered agent is
Charles C Poindexter, II
4 The street address and county of the initial registered egad office of the hutted habihty company is
Number and Sbne< 7923 Reunion Road
oily Wlimington Stated Zv Code 28411 County. New Hanover
5 The if different from the street address, of the urinal registered agent office is
Number and Street
City State 1& Zrp Code County
6 Principal office information (Select either a or b )
a. ❑ The hmited lability company has a principal office
The principal office telephone number
The street addr= and county of the principal office of the handed Liability company is
Number and Sheet
City State Zip Code County
CORPORATIONS DIVISION P O Box 29622 RAIEIGR. NC 27626-0622
(Revised January 2014) 1 (Pori" fill)
Certification# C201618000192-1 Reference# C201618000192-Page 2 of

The alma address, if diffeteat from the street address, of the principal office of the company is
Number and Street
City State Zap Code County
b OThe limited Lability company does not have a principal office
Any other provisions wbich the lmttted lability company elects to include (e g , the purpose of the eatity)
are attached
Privacy
(Optional) Please provide a business e-mail tjon
The S=aary of State's Office will e-mail the business toinatically at the address provided above at no
cost when a document is filed The e-mail provided will not be viewable on the website For more
information on why this service is offered, please see the matnicdons for this document ,
Theae articles will be effective upon film& unless a future date is specified.
This is the lath day of July 2018
ORGANIZER
Charles C Poindexter,11 Member Manager
Type or Print Name and Tide
The below space to be used if more than one orprazer or member is listed in Item #2 above
Type and t Nam and Title
Sigtiature
Print7* and Name and i
ignature
TypeNam and Tide
Type and Print Nam and Tide
NOTES
1 Filing fee is $125 This document must be filed with the Secretary of State
CORPORATIONS DIVISION P 0 Box 29622 RALEIGH, NC 27626-0622
(RevisedJammy 2014) 2 (Fain L-01)
Certification# C201618000192-1 Reference# C201618000192- Page 3 of 3

Hall, Christine
From Charles Poindexter <ccpu@mac com>
Sent Thursday, July 14, 2016 10 36 AM
To Hall, Christine
Cc Weaver, Cameron
Subject Re ECS Project # 1731-A Pelican Point Additional SHWT
Hey Christine, as you know, I have been out of town with my Church Camp I received a rejection from
Secretary of State due to a name conflict I have resubmitted and should have the corrected documents
tomorrow? It will be Pelican Point CB, LLC instead of just Pelican Point, LLC
When I did the name search, it approved that name, but when the actual filling went in they discovered there
was a Pelican Point, INC and therefore, the law says that name is out of use until 9-2020 as it was
administratively dissolved in 2015 So, I have re -filed and will get you the Articles of Incorporation, etc over to
you the moment they come in Then all I should have to do is bring them to your office with the corrected
application page with that name on it Will that work for you?
With kind regards,
Charles C Poindexter, H
910 620 4672
ccpu(a�mac com
On Jul 14, 2016, at 8 48 AM, Hall, Christine <Christme Hall a ncdenr gov> wrote
Thank you Charles I picked up the packages today to process the transfer but ran into a snag It doesn't
look like Pelican Point, LLC is registered yet with the Secretary of State Without Pelican Point, LLC being
registered, I cannot transfer the permit to both Pelican Point, LLC and HDI Holdings, LLC Can you please
advise on its status? One option that allows this process to move forward (but may or may not meet
your needs) would be to revise the forms & signatures to list just the new property owner as the
responsible party
Please let me know what you find out Thanks)
Christine
Christine Hall
Environmental Engineer
Division of Energy Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct

Hall, Christine
From
Hall Christine
Sent
Thursday, July 14, 2016 8 48 AM
To
Charles Poindexter
Cc
Weaver, Cameron
Subject
RE ECS Project # 1731-A Pelican Point Additional SHWT
Thank you Charles I picked up the packages today to process the transfer but ran into a snag It doesn't look like
Pelican Point, LLC is registered yet with the Secretary of State Without Pelican Point, LLC being registered, I cannot
transfer the permit to both Pelican Point, LLC and HDI Holdings, LLC Can you please advise on its status? One option
that allows this process to move forward (but may or may not meet your needs) would be to revise the forms &
signatures to list lust the new property owner as the responsible party
Please let me know what you find out Thanks)
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
chnstine hall@ncdenr gov
127 Cardinal Drive Ext
Wilmington NC 28405
�Nothmg Compares�
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From Charles Poindexter [mailto ccpii@mac com]
Sent Monday, July 11, 2016 3 45 PM
To Hall, Christine <Christine Hall@ncdenr gov>
Subject Fwd ECS Project # 1731-A Pelican Point Additional SHWT
Here you go l
With kind regards,
Charles C Poindexter, II
Begin forwarded message
From SWard1 <TA SWard@ecshrmted com>
Date July 11, 2016 at 2 35 38 PM EDT
To "'ccpll@mac com... <ccpll@mac com>

It
rj
Cc BWall <BWall@ecslimited corn>, JStewartl <JStewart1@ecshmrted com>
Subject ECS Project # 1731-A Pelican Point Additional SHWT
Attached is the final report for ECS Project # 1731-A for Pelican Point Additional SHWT
Please contact Brooks Wall with any questions or concerns
Thank you
SAMANTHA WARD
Environmental Administrative Assistant
ECS Carolinas LLC 6714 Netherlands Drive Wilmington NC 28405
T 910 686 9114 D 910 726 3023 C 910 580 6384 F 910 686 9666 w ecslimited com
Confidenhallpmpnetarymessage/attachments Delete message/attachments if not intended recipient
2

Hey Christine
July 6, 2016
Thanks for your time today and for working with me through this process As we
discussed earlier today, I have enclosed and or accounted for the following
Here are 2 copies of the revised plans
Here is the ECS original soils report from March of this year
Here are the Calculations (minimum required Calcs included, but this is a whole new
set)
ECS is addressing items 1-8 on the Standards for Relaxing separation from 24 back
to 6 He will have that amended report to me either tomorrow or Friday morning at
the latest
My PE, Jim Honeycutt, is addressing #9 (he is the only one that can)
Thanks again for your help and I look forward to hearing from you
With kind regards,
Charles C Poindexter, Il
910 620 4672
ccpu@mac corn
r
CEIVE
UL 0 6 2016
BY —

Hall, Christine
From Charles Poindexter <ccpu@mac com>
Sent Monday, June 06, 2016 1105 AM
To Hall, Christine
Subject Charles P - Transfer / Modification
Hey Christine
I sent you an email last week, but you were out My question is regarding the Stormwater Permit for Pelican
Point What I am trying to figure out is that when I come in on June 28, is it possible for me to get that permit
transferred and modified at that time Bottom line I am trying to figure out is when I could actually have a valid
State Stormwater Permit in hand
As always, thanks for all your helps
With kind regards,
Charles C Poindexter, H
910 620 4672
ccP11 C�,mac com

Hall, Christine
From Hall, Christine
Sent Monday, June 06, 2016 3 01 PM
To Charles Poindexter
Cc Weaver, Cameron, Brian Stanberry (brian stanberry@carolmabeach org)
Subject RE Charles P - Help''??
Charles,
Now I'm confused What program issued this "shell" permit by the Town? Are these pilings in the water or on
land? Assuming you are coming to the State for stormwater permitting, all stormwater approvals should be through the
State If you wish to have the Town approve the stormwater permit, my previous e-mails provided guidance on how to
go that route
Back to your question about permitting through the State
The transfer form was received by this office However, it was not logged in yet because that would have put it into the
regular program, which has a longer timeline for review We knew you were interested in going Express, so the transfer
request has been held aside for acceptance on the June 281h submittal date along with the modification (Permits can
only have one action at a time and logging the transfer into the regular program would have likely caused problems for
accepting the modification through Express )
Items necessary to process the transfer
• The ONLY reason we are allowing this transfer in Express is the fact that it has been stated that the site has not
yet been developed I didn't see attached with the transfer form a recent dated photo demonstrating that the
site remains undeveloped This is key for allowing the transfer to take place under the Express timeframes This
dated photo will need to be provided at the submittal meeting on June 28"
• Please ensure that all pertinent required items listed in Section III on page 2 of the transfer form have been
provided
Items necessary to process the modification
• The application form (SWU-101)
• Section VI of this application form lists the items that must be provided as part of the submittal package
• 15A NCAC 02H 1003 also covers items that are required as part of the submittal package (specifically,
subsections a and g)
• A $4,000 check for the Express high density fee
• The express stormwater program requires that BOTH the owner and engineer be present at the submittal
meeting This helps when discussing the project
All of these items will need to be provided at the submittal meeting on June 28t' At this meeting we will review the
package and ensure everything is complete If items are missing, the package will be returned and a new submittal date
will be needed If the package is complete, the project will be accepted and logged in At that point, I have 10 business
days for the first review After the first review, if additional information is needed, an e-mail will be sent requesting the
items and giving you 5 days to respond Once the information is received back in the office, I am to look at it within a
few business days The program allows for 2 rounds of requesting additional information with the goal is getting the
permit issued in 30 calendar days
I hope this helps explain the process more
Christine
Christine (Nelson) Hall

Environmental Engineer
Division of Energy Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine hall@ncdenr gov
127 Cardinal Drive Ext
Wilmington, NC 28405
-/'Nothmg Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From Charles Poindexter [mailto ccpii@mac com]
Sent Tuesday, May 31, 2016 129 PM
To Hall, Christine <Christine Hall@ncdenr gov>
Cc Scott, Georgette <georgette scott@ncdenr gov>, Weaver, Cameron <cameron weaver@ncdenr gov>, Brian
Stanberry (brian stan berry@caroh na beach org) <brian stanberry@carolinabeach org>
Subject Re Charles P - Help' P?
IIey Christine
We are DEFfNTI I ELY wanting to transfer AND modify the existing State Stormwater Permit I have already
delivered the transfer paperwork to your office to your and or Linda Lewis' attention
What else do we need to do PRIOR to this meeting?
Can we submit our drawings for review prior to that date so we could actually get our permit that day?
I know I may seem confused, but that's because I am - HAH I am trying to figure out when I will be able to
actually have my permit so I can go to work
FYI, I did get a "shell" permit from the town today to be able to put some test pilings in which I am planning on
doing later this week or early next, but I need to know when I will get my actual permit
Thank you so much for your help' I
With kind regards,
Charles C Poindexter, H
910 620 4672
ccpunmac com

Hall, Christine
From Hall, Christine
Sent Tuesday, May 17, 2016 9 55 AM
To 'Charles Poindexter
Cc Scott, Georgette, Weaver, Cameron, Brian Stanberry
(brian stanberry@carolinabeach org)
Subject RE Charles P - Help"M
Charles,
The two options for permitting this site are
1 Permit through state stormwater Transfer the permit to the current responsible party then modify the
permit with the Division Since this site has not developed yet, both of these actions can happen at the
same time in Express Please note that the transfer is only being allowed in Express because the site was not
developed yet
2 Permit through Carolina Beach You can work with the permittee to have them request this original state
stormwater permit be rescinded This opens the door for allowing you to apply for a new permit with the
Town of Carolina Beach
You need to decide which path works best for you - permitting through the Carolina Beach or through the State
Stormwater permitting program under the original permit for this site This is a decision you need to coordinate with
your consultant to make now
The meeting scheduled on June 28"' is a submittal meeting where it is expected that everything necessary to submit a
modification to the state stormwater permit is brought to the meeting for review (including the transfer paperwork —
otherwise it will wait in line for review through the Regular program) This is the starting point for Option 1 above
The choice is yours Please let us know what you decide so we can adjust our schedule accordingly
Thanks,
Christine
Christine (Nelson) Hall
Environmental Engineer
Division of Energy Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine hall@ncdenr gov
127 Cardinal Drive Ext
Wilmington NC 28405
"Nothing Compares —
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties

'From Charles Poindexter [madto ccpu@mac corn]
Sent Tuesday, May 17, 2016 9 17 AM
To Hall, Christine <Christine Hall@ncdenr gov>
Subject CharlesP- Helpll??
Hey Christine
I was able to track down who I needed to transfer the Stormwater Permit for our Carolina Beach project I have
executed that paperwork and left it at the front desk last week with your and Linda Lewis' attention on it -
wasn't sure where it should go9
What I really need your help with is next steps
I am on the list for June 28 at 10 00am, but I don t want to wait until then to choose my course of action - that
meeting is to approve my action, correct?
So the question is, how do I modify the existing permit and by doing so, does that mean that I will already have
an "approved" permit?
Last, since this is a State Stormwater Permit, albeit under the older rules, there is no longer any chance that we
would have a Carolina Beach permit instead, correct?
As you can see, I am thoroughly confused Can you please help me?
With kind regards,
Charles C Poindexter, II
910 620 4672
ccpu(r'Imac corn

Lewis,Linda
From
Lewis,Linda
Sent
Wednesday, May 11, 2016 1148 AM
To
Adam Nicholas
Subject
FW Jon Vincent permit
Adam
A few more tidbits of information The parcel appears to be empty, at least per NHC tax records
The property was owned by Tri-Coast Properties from 2005 - 2011 1 believe the reason we issued a
permit in 2007 may have been in anticipation of a sale to Marina East LLC, which must have fallen
through, because Tri-Coast sold the property to Park Sterling Bank in July 2011 It was purchased
from the Bank by HDI in 2013, who remains the current owner (Robert Huth, Manager) We've
already contacted Mr Huth to either take over the permit, or apply for a new permit through the Town
of Carolina Beach
Linda
From Lewis,Linda
Sent Wednesday, May 11, 2016 1108 AM
To 'Adam Nicholas' <anicholas@jtvmgt com>
Subject RE Jon Vincent permit
Marina East LLC, Larry Denning Unfortunately, it appears that the LLC was administratively
dissolved in 2010 for failing to file an annual report and has not been reinstated I do not know if the
property remains undeveloped or if the new owner applied for a new permit through the Town of
Carolina Beach
Did Mr Vincent happen to purchase this property, or do you know who purchased the property?
Linda
From Adam Nicholas [mailto anicholas@ltvmgt com]
Sent Wednesday, May 11, 2016 10 52 AM
To Lewis,Lmda <linda lewis@ncdenr gov>
Subject Jon Vincent permit
Linda,
Hope your week is going well Permit Number SW8 070817 is a permit at Carolina Beach This was a project
Jon was indirectly involved in and I do not think his name was on the permit Can you check who's name this
permit is in? Thanks
Adam Nicholas
Commercial Realtors
Jon T Vincent CPA PC
1015 Ashe,, Drive Suite 202
Wilmington NC 28405

'` orporations Division
Page 1 of 1
Click Here To
North Carolina
Elaine F Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh NC 2762"622 (919P07-2000 Account
Login
Register
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre Populated Annual Report form
Corporate Names
Legal HDI Holdings LLC
Limited Liability Company Information
Sosld 0849936
Status Current -Active
Annual Report Status Current
Citizenship Domestic
Date Formed 6/7/2006
Fiscal Month December
State of Incorporation NC
Registered Agent Huth Robert W
Corporate Addresses
Mailing
5929 Market Street
Wilmington NC 28405
3615
Principal Office
5929 Market Street
Wilmington NC 28405
3615
Reg Office
5929 Market Street
Wilmington NC 28405
3615
Reg Mailing
5929 Market Street
Wilmington NC 28405
3615
Company Officials
All LLCs are managed by their managers pursuant to N C G S 57D-3-20
Manager Robert W Huth
5929 Market St
Wilmington NC 28405-3615
https //www sosnc gov/Search/profcorp/7987150 5/11/2016

LIMITED LIABILITY COMPANY ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY HDI Holdings, LLC
SECRETARY OF STATE ID NUMBER 0849936 STATE OF FORMATION NC
REPORT FOR THE YEAR 2016
F9 Y N 1 [ q : I_� ;7 XH F91 � :7 � .l I:iel �: L F91; l Y•li 7IJ:U [•]:I
1 NAME OF REGISTERED AGENT Huth RobertW
2 SIGNATURE OF THE NEW REGISTERED AGENT
3 REGISTERED OFFICE STREET ADDRESS & COUNTY
5929 Market Street
Filing OFce Use Only
E Filed Annual Report
0849936
CA201608901839
3/29/2016 11 49
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4 REGISTERED OFFICE MAILING ADDRESS
5929 Market Street
Wilmington, NC 28405-3615 New Hanover County Wilmington, NC 28405-3615
SECTION B PRINCIPAL OFFICE INFORMATION
1 DESCRIPTION OF NATURE OF BUSINESS Real Estate
2 PRINCIPAL OFFICE PHONE NUMBER [phone] 3 PRINCIPAL OFFICE EMAIL Privacy Redaction
4 PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5 PRINCIPAL OFFICE MAILING ADDRESS
5929 Market Street 5929 Market Street
Wilmington, NC 28405-3615 Wilmington, NC 28405-3615
SECTION C COMPANY OFFICIALS (Enter additional Company Officials in Section E )
NAME Robert W Huth
NAME
TITLE Manager TITLE
ADDRESS ADDRESS
5929 Market St
Wilmington, NC 28405-3615
NAME
TITLE
ADDRESS
SECTION D CERTIFICATION OF ANNUAL REPORT Section D must be completed In its entirety by a person/business entity
Robert W Huth
SIGNATURE
Form must be signed by a Company Official listed under Section C of this form
Robert W
Print or Type Name of Company Of iical
3/29/2016
DATE
Print or Type The Tdie of the Company Offioal
This Annual Report has been fled electronically
MAIL TO Secretary of State Corporations Division Post Office Bon 29525 Raleigh NC 27626-0525

Corporations Division
Page 1 of 1
Click Here To
North Carolina
Elaine F Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh NC 2762"622 [phone] Account
Login
Register
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal Manna East LLC
Limited Liability Company Information
Scald 0801410
Status Admin Dissolved
Annual Report Status Not Applicable
Citizenship Domestic
Date Formed 9/7/2005
Fiscal Month December
State of Incorporation NC
Registered Agent Denning Larry
Corporate Addresses
Reg Office
1206 Chestnut Drive
Smithfield NC 27577
Reg Mailing
1206 Chestnut Drive
Smithfield NC 27577
Mailing
3811 Peachtree Ave Ste 200
Wilmington NC 27411
Principal Office
3811 Peachtree Ave Ste 200
Wilmington NC 27411
Company Officials
All LLCs are managed by their managers pursuant to N C G S 57D-3-20
Member/Manager Larry Denning
1206 Chestnut Drive
Smithfield NC 27577
https //www sosnc gov/Search/profcorp/7819011 5/11/2016

NOTICE TO REGISTERED AGENT
Under N C G S Section 55D-30(b) it is the duty of the registered agent to forward this certificate to the business entity at the last known
address
Marina East, LLC (0801410)
1206 Chestnut Drive
Smithfield, NC 27577
State of North Carolina
Department of The Secretary of State
CERTIFICATE OF DISSOLUTION
I, Elaine F Marshall, Secretary of State, as mandated by law, do hereby certify that
Marina East, LLC
has been administratively dissolved pursuant to the procedure set forth in N C G S Section 57C-6-03
for failure to file an annual report effective as of the date set forth hereunder
A Limited Liability Company administratively dissolved under N C G S Section 57C-6-03 may apply
to the Secretary of State for reinstatement by complying with the procedure set forth in the N C G S
Section 57C-6-03
This the 25th day of August, 2010
Elaine F Marshall
Secretary of State
Documentld C201023721498

New Hanover County Page 1 of 1
PARID R08818-006-019-000
HDI HOLDINGS LLC 402 LAKE PARK BLV N
Sales
Sale Date Sale Price Grantee
07-FEB-13 $523 000 HDI HOLDINGS LLC
01-JUL-11 $550 000 PARK STERLING BANK
05-AUG-05 $0
TRI COAST PROPERTIES
LLC
17-FEB-05 $1 750,000
TRI COAST PROPERTIES
LLC
20-DEC-04 $0
HARWARD GEORGE G
FAMILY TRUST
06-DEC-02 $0
HARWARD GEORGE
GRAHAM
28-JAN-46 $0
HARWARD GRAHAM G JR
LILLIAN
Grantor
Book Page
Kale
Y
PARK STERLING BANK
5710 0801 482563
TRI COAST PROPERTIES
5572 1708 463553
LLC
HARWARD GEORGE G
4885 1572 358851
FAMILY TRUST
HARWARD GEORGE G
4677 0847 358850
FAMILY TRUST
HARWARD GEORGE
4611 0525 358849
GRAHAM
HARWARD LILLIAN M
9912 0602 358852
COTTLE VANCE MARGIE 0376 0089 358848
Sale Details z or �
Sale Date
01-JUL-11
Sale Key
463553
Sale Price
$550 000 00
Grantee
PARK STERLING BANK
Grantor
TRI COAST PROPERTIES LLC
Sale Source
-
Book
5572
Page
1708
Sale Type
IMPROVED
Sale Validity
U-Unqualified
Sale Flag
STEB
E
Instrument #
Instrument Type
Trustee's Deed
Adl Reason
Adl Price
Adl Amount
Link
Click Here to view the deed for this parcel
http //etax nhcgov com/pt/Datalets/PnntDatalet aspx?pm=R08818-006-019-000&gsp=SA 5/11/2016

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North Carolina Department of Environmental Quality
Request for Express Permit Review
FILL-IN all the information below and CHECK the Permit(s) you are
Permit Coordinator along with a completed DETAILED narrative, sr
ap ckage of the project location Please include this form in the app
For DEO Use ONLY
Renewer C
Submit
Time
Confirm
for express review Call and Email the completed form to the
• Asheville Region -Alison Davidson 828-296-4698,alison davidson@ncdenr gov
• Fayetteville or Raleigh Region -David lee 919-7914203, david lee@ncdenr gov
• Mooresville or Winston Salem -Marcia Allocco 704-235-2107, marcia allocco@ncdenr gov
• Washington Region -Lyn Hardison 252-948-3842 or Ivn hardison®ncdenr gov
• Wilmington Region -Cameron Weaver 910-796-7303 or cameron weaver@ncdenr -gov
NOTE Project application received after 12 noon will be stamped in the following work day
Project Name PELICAN POINT County NEW HANOVER
Applicant CHARLES POINDEXTER Company HDI HOLDINGS„ LLC
Address 5929 MARKET STREET City WILMINGTON, State NC Zip 28405 _
Phone [phone], Fax _ _ _ Email cc n@mac com
Physical Location 402 NORTH LAKE PARK BLVD CAROLINA BEACH
Project Drains into WHITE OAK RIVER BASIN waters - Water classification SB (DWR Surface Water
Classifications Map)
Provided Existing Permits
related to this Protect
SW010%17
SW _
SW _
NPDES _
NPDES _
WQ _
WQ _
E&S _
E&S _
Other CAMA MAJOR
USACE
Project Located in R River Basin Is project draining to class ORW waters? N, within'/2 mile and draining to class SA waters N or within 1 mile and
draining to class HQW waters? N
Engineer/Consultant JAMES R HONEYCUTT, JR Company HONEYCUTT ENGINEERING CO
Address 610 HIDDEN VALLEY RD City WILMINGTON, State NC Zip 28409 _
Phone [phone], Fax _ _ _, Email MASON BORO @ BELLSOUTH NET
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE IMMY U 3 2M
$ #_JOBS
SECTION ONE REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER
SECTION TWO CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination _ If of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization - ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac ❑ Bkhd & Bt Rmp ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density Curb & Gutter _ # Curb Outlet Swales ❑ Off site [SW _ (Provide permit #))
❑ High Density Detention Pond _ # Treatment Systems ® High Density Infiltration 1 #Treatment Systems
❑ High Density Bio Retention _ # Treatment S stems ❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density Other _ # Treatment Systems MOD ❑ Major ❑ MinorEl Exclusion SW (Provide permit #) eVIST6A
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed (CK It & Amt (for DEO use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ❑ No Buffer Impacts ❑ No ❑ YES —acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No Isolated wetland on Property ❑ Yes ❑ No
US ACOE Approval of Delineation completed ❑ Yes ❑ No 404 Application in Process w/ US ACOE ❑ Yes ❑ No Permit
Received from US ACOE ❑ Yes ❑ No
fur DEQ uu, on])
Fee Split for multiple permits (Check # ) Total Fee Amount S
SUBMITTAL DATES
Fee
SUBMITTAL DATES
I Fee
CAMA
$
Variance (❑ Mal, ❑ Min)
$
SW (❑ HD, ❑ LID, ElGen)
$
401
$
LDS
$
Stream Deter,_
$
NCDEQ EXPRESS March 2016

NARRATIVE ON PELICAN POINT
402 N LAKE PARK BLVD
CAROLINA BEACH, NORTH CAROLINA
STORMWATER MANAGEMENT PLAN
The site located at 402 Lake Park Blvd is approximately 985 acres
(42,893 square feet) with 3942 square feet below the mean high water line
8429 square feet of the site are in the AEC The project will consist of a
four story building with 36 units on piles with associated parking The
project has a small swimming pool adjacent to the AEC
The site has one drainage basin Runoff from the roof will be routed
directly into infiltration trenches on each side of the building Runoff from
the remainder of the site will be routed via surface grading to catch basins
and then into a series of smart boxes The smart boxes then direct the
water into a network of infiltration trenches All trenches are interconnected
and are separated from the seasonal high water table by 24 inches
Infiltration rates vary on the site from 16 6 to 18 5 inches per hour
Overflow from one smart box drains to the next smart box and then into the
infiltration system
The stormwater system has been designed to infiltrate the first 1-1/2" of
runoff from impervious surfaces The system has also been designed to
pass the 10 year and 50 year storms with a non -erosive velocity
The site contains coastal wetlands of which about 100 square feet will be
affected by the pipe discharging from the site A major CAMA permit for
the site has been approved with conditions

Weaver, Cameron
From
Sent
To
Subject
Attachments
Here you go Cameron
i,mrAxemvr,
ioccnw unc
With kind regards,
Charles C Poindexter, II
910 620 4672
ccpn@mac coin
Charles Poindexter <ccpn@mac com>
Tuesday, May 03, 2016 8 55 AM
Weaver, Cameron
Re Charles P - FORM for Express
PastedGraphic-1 tiff
NEW CONSTRUCTION
FOR
PELICAN POINT CONDOMINIUMS
402 NORTH LAKE PARK BOULEVARD
CAROLINA BEACH NC
WELLS CONSTRUCTION CORPORATION
711 ST JOSFPH S STRFTT
CAROLDJABEACH NC 29428
llRANAG INDA
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1

On May 2, 2016, at 1 19 PM, Weaver, Cameron <cameron weaver@ncdein gov> wrote
Hi Charles
Per form instructions, I need two more pieces of info —an overall site plan sheet PDF and a vicinity map
showing project location in Carolina Beach I will get this in the review queue as quickly as I can after
receiving this info
Cameron
Cameron Weaver
Environmental Assistance Coordinator -Wilmington Regional Office
NCDEQ-Division of Environmental Assistance and Customer Service
127 Cardinal Drive Ext
Wilmington, NC 28405
910-796-7303
NCDEQ NEW WEBSITE http//deqncgov/
DEACS NEW WEBSITE http //deq nc Rov/about/divisions/environmental-assistance-customer-service
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
From Charles Poindexter [mailto ccpn@mac com]
Sent Monday, May 02, 2016 12 11 PM
To Weaver, Cameron <cameron weaver@ncdenr eov>
Subject Fwd Charles P - FORM for Express
Hey Cameron can you schedule me as soon as you see an opening9 Thanks We are actually
pretty simple as far as what we need
With kind regards,
Charles C Poindexter, II
Begin forwarded message
From Jim Honeycutt <masonboro@bellsouth net>
Date May 2, 2016 at 11 20 40 AM EDT
To 'Charles Poindexter' <ccpii@mac com>
Subject RE Charles P - FORM for Express
Call me when you get this
Jim Honeycutt
From Charles Poindexter [mailto ccou@mac com]
Sent Monday, May 02, 2016 9 26 AM
To Honeycutt Jim
Subject Charles P - FORM for Express

Weaver, Cameron
From
Charles Poindexter <ccpn@mac com>
Sent
Tuesday, May 03, 2016 8 56 AM
To
Weaver Cameron
Sub)ect
Charles P - Site Plan
Here is second file
n rR 'r � � �, Q � 1 II $✓ I t
Ilit l
At
r y j �
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a-
With kind regards,
Charles C Poindexter, II
910 620 4672
ccpn@mac coin
1

Weaver, Cameron
From Weaver, Cameron
Sent Monday May 02 2016 120 PM
To Charles Poindexter
Subject RE Charles P - FORM for Express
Hi Charles
Per form instructions, I need two more pieces of info —an overall site plan sheet PDF and a vicinity map showing project
location in Carolina Beach I will get this in the review queue as quickly as I can arter receiving this info
Cameron
Cameron Weaver
Environmental Assistance Coordinator -Wilmington Regional Office
NCDEQ-Division of Environmental Assistance and Customer Service
127 Cardinal Drive Ext
Wilmington, INC 28405
910-796-7303
NCDEQ NEW WEBSITE http//deqncgov/
DEACS NEW WEBSITE http //deq nc gov/about/divisions/environmental-assistance-customer-service
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
From Charles Poindexter [mailto ccpu@mac com]
Sent Monday, May 02, 2016 12 11 PM
To Weaver, Cameron <cameron weaver@ncdenr gov>
Subject Fwd Charles P - FORM for Express
Hey Cameron can you schedule me as soon as you see an opening? Thanks We are actually pretty simple as far
as what we need
With kind regards,
Charles C Poindexter, II
Begin forwarded message
From Jim Honeycutt <masonboro@bellsouth net>
Date May 2, 2016 at 11 20 40 AM EDT
To 'Charles Poindexter' <ccpu@mac com>
Subject RE Charles P -FORM for Express
Call me when you get this
1

Jim Honeycutt
�L
From Charles Poindexter [mailto ccpu()mac cam]
Sent Monday, May 02, 2016 9 26 AM
To Honeycutt Jim
Subject Charles P - FORM for Express
Hey man
Here is the DENR form I have filled out what I can Can you please fill your company info out
and whatever else I might have missed, save it to your desktop and email back to me9
I would lice to get this in before noon THANKS
No virus found in this message
Checked by AVG - www ave cons
Version 2016 0 7596 / Virus Database 4563/12149 - Release Date 05/02/16
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Hall, Christine
From
Hall, Christine
Sent
Wednesday, April 27, 2016 3 46 PM
To
Charles Poindexter
Cc
Brian Stanberry (brian stanberry@carolinabeach org), Weaver, Cameron
Subject
RE Charles P - HDI Holdings, LLC CB Stormwater
Charles,
Thanks for the phone call and e-mail I confirmed that the Town of Carolina Beach has been delegated the authority to
issue stormwater permits That being said, I dug into this a bit further and found a state stormwater permit that may
have already been issued for this site The address listed on your CAMA application is 402 N Lake Park Blvd I found
that the permit for Marina East, SW8 070817, lists the addresses covered under that permit as 400, 400-A, and 402 N
Lake Park Blvd In trying to compare the plans between these two sites, the site areas do look very similar but I can't be
sure if the entire project area approved under SW8 070817 is the property you are interested in or not
Since this site may or may not already have an existing state stormwater permit, you might need to do a bit more
digging to figure out what the next step is Our files are considered public record and available for review, I would
suggest you or your designer conduct a file review to take a look at this one to see how it impacts your site If this site
truly is already permitted under SW8 070817, the options include
Transfer the permit to the current responsible party then modify the permit with the Division This may
or may not vest the site to an older set of rules (please refer to 15A NCAC 02H 1005(h)) Also, permits
that need to be transferred cannot be processed in Express unless it is demonstrate through recent,
dated photos that the site remains undeveloped
If the site and impervious area has not yet been constructed, you can also work with the permittee to
have them request this original permit be rescinded This opens the door for allowing you to apply for a
new permit This new permit would likely be issued by the Town of Carolina Beach
There are likely other scenarios that could be available and will ultimately depend on if this site is truly already
permitted by the State If you do end up coming to the state for permitting, the Name/Ownership Change form to
transfer the permit and the application form to modify the permit are available on the following website
httos //dea nc eov/about/divisions/enerev-mineral-land-resources/ener¢v-mineral-land-permits/stormwater-
permits/forms
Also, I don't believe I actually answered your question about starting site work As long as there is no impervious area
constructed, other improvements can be made to the site
I'm sorry for the long e-mail Please let me know if you have any other questions If you'd like to schedule a file review,
please contact Cameron
Christine
Christine (Nelson) Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
chrishne hall@ncdenr gov
127 Cardinal Drive Ext
Wilmington NC 28405

Kra—i' Nothmg Compares.—.._
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From Charles Poindexter [mailto ccpii@mac com]
Sent Wednesday, April 27, 2016 3 03 PM
To Hall, Christine <Christine Hall@ncdenr gov>
Subject Charles P - HDI Holdings, LLC CB Stormwater
Hey Christine
Thanks for your help on the phone
I received a letter written on February 3 of this year addressed to Bob Huth, HDI Holdings (my development
partner / land owner) and in that letter it referenced you and so I wanted to get back to you to make sure I am
proceeding correctly
As we just discussed on the phone, the purpose of that letter was to get an idea of our timing, etc
I am still waiting on my final Stormwater Plans I should have them this week So, with that in mind, I would
like to go ahead and submit an express review application in order to get this on the fastest track possible Can
you please tell me who, how, when and where??
Thanks for your help
With kind regards,
Charles C Poindexter, II
910 620 4672
ccpu(a niac com

LIMITED LIABILITY COMPANY ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY HDI Holdings LLC
SECRETARY OF STATE ID NUMBER 0849936 STATE OF FORMATION NC
REPORT FOR THE YEAR 2016
SECTION A REGISTERED AGENT $ INFORMATION
1 NAME OF REGISTERED AGENT Huth Robert W
2 SIGNATURE OF THE NEW REGISTERED AGENT
3 REGISTERED OFFICE STREET ADDRESS & COUNTY
Fling Office Use Only
E Filed Annual Report
0849936
CA201608901839
32920161149
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4 REGISTERED OFFICE MAILING ADDRESS
5929 Market Street 5929 Market Street
Wilmington NC 28405-3615 New Hanover County Wilmington, NC 28405-3615
SECTION B
1 DESCRIPTION OF NATURE OF BUSINESS Real Estate
2 PRINCIPAL OFFICE PHONE NUMBER [phone] 3 PRINCIPAL OFFICE EMAIL Privacy Redaction
4 PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5 PRINCIPAL OFFICE MAILING ADDRESS
5929 Market Street 5929 Market Street
Wilminpton, NC 28405-3615
Wllminoton, NC 28405-3615
SECTION C COMPANY OFFICIAL$ (Enter additional Company Officials in Section E )
NAME Robert W Huth
TITLE Manager
ADDRESS
5929 Market St
Wilmington, NC 28405-3615
NAME
TITLE
ADDRESS
NAME
TITLE
ADDRESS
SECTION D CERTIFICATION OF ANNUAL REPORT Section D must be completed in its entirely by a person/business entity
Robert W Huth
3/29/2016
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of this form
Robert W Huth Manager
Print or Type Name of Company Official Print or Type The Title of the Company Official
This Annual Report has been filed electronically
MAIL TO Secretary of State Corporations Division Post Office Box 29525 Raleigh NC 27626 0525

Permit Class
NEW
Permit Number
20-16
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission ECEIVE
Permit FEB 1 12016
for
X Major Development in an Area of EnvironWital_Concarn
pursuant to NCGS I I3A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to HDI Holdings, LLC, c/o Robert W Huth, 5929 Market St, Wilmington NC 28405
Authorizing development in New Hanover County at adl to Myrtle Grove Sound, 402 N Lake
Park Blvd, Carolina Beach , as requested in the permittee's application dated 10/21/15. mcl. attached
workplan drawings (1), C2 dated 10/26/15
This permit issued on February 8, 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
oe suoject to nnes imprisonment or civil action, or may cause the permit to be null and void
Dockm2 Facility
I) This permit authorizes only the docks, piers, and other structures and uses located in or over the
water that are expressly and specifically set forth in the permit application No other structure,
whether floating or stationary, shall become a permanent part of this docking facility without permit
modification No non -water dependent uses of structures shall be conducted on, in or over Public
Crust wateis without permit modification
2) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
docking facility Any sewage discharge at the docking tacihty shall be considered a violation of this
permit for which the permittee is responsible This prohibition shall be applied and enforced
throughout the entire existence of the permitted structure
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date
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
hereunder requires further Division approval
All work must cease when the permit expires on
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
Signed by the authority of the Secretary of DEQ and the
Chairman of the Coastal Resources Commission
yf
Brw on1C Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted
Signature of Perm ittee

HDI Holdings, LLC
ADDITIONAL CONDITIONS
Permit No 20-16
Page 2 of 4
3) 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
permittedlactrvity without having it transferred to a third party
4) The permittee shall installiand 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
5) This permit authorizes only transient boat slips
6) Any portion of the permitted access pier and docking facilities built over coastal wetlands shall not
exceed six feet in width and shall be elevated a minimum of three feet over the wetland substrate as
measured from the bottom of the decking
7) The authorized structures and associated activity shall not exceed the established Carolina Beach pier head
line and federal channel setback
8) Should either adjacent property be sold prior to the initiation of construction of the docking facility, the
permittee shall be required to obtain a signed riparian corridor waiver from the new property owner prior
to the placement of any structures within the 15 foot riparian corridor
9) The authorized covered platform/gazebo shall not be enclosed Any material used on the sides shall not
obstruct view and shall be permeable to air and water Screen or wire on the sides along with benches and
knee walls are permitted Lattice is specifically excluded from being used under this authorization
10) The roof of the covered platform/gazebo shall not be designed for second story use
11) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work
12) The authorized structure and associated activity shall not cause an unacceptable interference with
navigation
U S Army Corps of Engineers Conditions
25) 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 stiucture 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

HDI Holdings, LLC
Permit No 20-16
Page 3 of 4
ADDITIONAL CONDITIONS
26) In order to further protect the endangered West Indian Manatee, Tnchechus manatus, the applicant must
implement the U S Fish & Wildlife Service's Manatee Guidelines, and strictly adhere to all
requirements within The guidelines can be found at
httn //www fws gov/nc-es/mammal/manatee guidelines pddf
Bulkhead
13) The alignment of the authorized bulkhead/riprap shall be staked by a representative of the Division of
Coastal Management within a maximum of 30 days prior to the start of construction Failure to initiate
construction within 30 days, or erosion of the shoreline by adverse weather conditions, shall require the
alignment to be restaked by DCM within a maximum of 30 days prior to the new expected start of
construction
14) The bulkhead shall be constructed prior to any backfillmg activities
15) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the structure
16) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal sheet piles or other
suitable materials approved by department personnel No excavation is permitted except for that which
may be required for the construction of the bulkhead wall, riprap, deadmen cables, etc
17) The fill material shall be clean and free of any pollutants except in trace quantities
18) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead
19) No backfill material is to be placed within 30 feet of the normal high water line, except that which will be
used to backfill the area behind the permitted bulkhead
20) All fill material to be placed below normal water high level shall be confined behind the permitted
bulkhead
Excavation
21) In order to protect juvenile shrimp and finfish populations, no excavation or filling shall be permitted
between April 1 and September 30 of any year without the prior approval of the Division of Coastal
Management, in consultation with the appropriate resource agencies
22) Excavation shall not exceed -5' feet below the mean low water In no case shall the depth of excavation
exceed the depth of connecting waters
23) No excavation shall take place at any time in any Coastal Wetlands or surrounding waters outside of the
alignment of the fill area indicated on the workplan drawing(s)
24) The temporary placement or double handling of excavated or fill materials within waters or vegetated
wetlands is not authorized

HDI Holdings, LLC
ADDITIONAL CONDITIONS
Spoil Disposal
Permit No 20-16
Page 4 of 4
25) The disposal area areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within 30 working days of project completion
26) The spoil disposal area shall be inspected and approved by a representative of the Division of Coastal
Management prior to the commencement of any dredging activities
27) No spoil material is to be placed within 30 feet of the normal high water line, except that which will be
used to backfill the area behind the permitted bulkhead
Upland Development
28) Any development or land disturbing activity that is considered non -water dependent is not authorized
within 30 feet of the normal high water line unless specifically exempted by Coastal Resource
Commission (CRC) regulations in place at the time of such development The concrete walkway and
swimming pool shall be located more than 30' from the normal high water line at the time of construction
29) The wooden decking within 30 feet of the normal high water line shall be limited to no more than 200
square feet in area, and shall be slatted and elevated
30) The wooden walkway within 30 feet of the normal high water line shall be limited to no more than 6' in
width, and shall be slatted and elevated
General
31) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation
NOTE This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required
NOTE The U S Army Corps of Engineers assigned the proposed project Action ID No SAW-2015-
02426
NOTE The N C Division of Water Resources assigned the proposed project DWR Project No DWR-
15-1203
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 permrttee is further advised that many non -water
dependent activities are not authorized within 30 feet of the normal high water level
NOTE An application processing fee of $400 was received by DCM for this project This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources

PAT MCCRORY
co�.Rt.
DONALD R VAN DER VAART
Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
February 3, 2016
Robert W Huth
HDI Holdings LLC
5929 Market Street
Wilmington, NC 28405
Subject Request for State Stormwater Management Permit Application
Pelican Point
New Hanover County
Dear Mr Huth
Secrebry
TRACY DAVIS
Director
On November 9, 2015, the Wilnungton Regional Office received notification that the subject proposed project has
triggered a review for the applicability of the stormwater rules under one of the following
1 The project will contain more than 10,000 square feet of new built -upon area,
2 The project is part of a larger common plan of development,
3 The project requires approval of a Sediment and Erosion Control Plan, or,
4 The project requires a CAMA Major Permit.
The North Carolina Administrative Code requires any project that proposes more than 10,000 square feet of new
built -upon area, or is part of a larger common plan of development, or that must receive Sedimentation and Erosion
Control Plan approval for the disturbance of more than 1 acre, or that must receive a CAMA Major permit, to apply for
and receive a Stormwater Management Permit from the Division of Energy, Mineral and Land Resources Please
understand that the NPDES 010000 Federal Construction Stormwater Permit that is issued with the Erosion Control
Plan approval letter is NOT the same as a Coastal Stormwater Management Permit Any construction on the subject
site, prior to receipt of the required Coastal Stormwater permit, will constitute a violation of 15A NCAC 2H 1000 and
may result in appropriate enforcement action by this Office
Therefore, please submit either a Stormwater Permit Application Package including 2 sets of plans, completed
application form, fee, and supporting documentation, or a written response regarding the status of this project and the
expected submittal date, to this Office no later than April 9, 2016 Failure to respond to this request may result in the
initiation of enforcement action, and construction may experience a subsequent delay If the project is located within
the jurisdiction of any local government holding an NPDES post -construction stormwater permit issued by the
Division of Energy, Mineral and Land Resources, please contact that unit of local government for information on
submitting the stormwater application to them
If you have any questions, please call Chnstine Hall at (910)-796.7335
Sincerely,
?m Tracy D P E , Director ��
Division of Energy, Mineral and Land Resources
GDS/cash G 1W01SharedlStormwaterlPermits & Projects1StormSubs\doc 2016 stomrsub_NH_Pelican Point
cc New Hanover County Building Inspections
Division of Coastal anagement
Wilmington Regional Office Stormwater File
State of North Carolina I Eavtonmatd Quality I Easrgy Mwaal and Laud Revouroas
127 Cardinal Drive Etmmoa I Wilmington, NC 28405
910 796 7215 T 1 910 350 2004 F I h9pl/ rtal dam >al b/Ir/

Book 61 Page 91
�16ui� L
TAMMY THEUSCH
BEASLEY New Hanover County
Register of Deeds
Register of Deeds >
216 NORTH SECOND STREET f WILMINGTION, NORTH CAROLINA 28401 1 hI
Telephone [phone] • Fax [phone]
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State of North Carolina, County of NEW HANOVER
Filed For Registration 11/24/2015 10 36 43 AM
Book PLAT 61 Page 90-91
2 PGS $21 00
Real Property $21 00
Recorder CAROL HUGHLEY
Document No 2015035873
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This certification sheet is a vital part of your recorded document Pleasa retain with original document and submit
when re-recording r
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10 36 43 AM
TAMMY THEUSCH BEASLEY
BY CAHOLHUGHLEY REGISTER OF DEEDS
DEPUTY

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Environmental
Quality
November 9. 2015
MEMORANDUM
TO Georgette Scott
Stormwater Section
DEMLR - WiRO
PAT MCCRORY
Governor
DONALD R VAN DER VAART
S"Wary
ECEUVE
NOV 0 9 2M
BY
FROM Heather Coats, Assistant Major Permits Coordinator
NCDEQ — Division of Coastal Management
127 Cardinal Drive Ext , Wilmington, NC 28405 heathercoats(a)ncdenr -gov
Fax [phone] (=our Oret 4-16-33)
SUBJECT CAMA / Dredge & Fill Application Review
Applicant HDI Holdings, LLC c% Robert W. Huth (Pelican Pt Condominium)
Project Location 402 N Lake Park Blvd, adjacent to the Carolina Beach Yacht Basin and Myrtle
Grove Sound, in Carolina Beach, New Hanover County
Proposed Project to develop a new 36-unit condominium complex with associated amenities, new
shoreline stabilization, new boat basin and transient docks
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 December 3, 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 h
REPLY This agency has no objection to the project as proposed
This agency has no comment on the proposed project
This agency approves of the project only if the recommended changes
are incorporated See attached
This agency objects to the project for reasons described in the attached
comments
SIGNED., CSc DATE I l
�Nothmg Compares��
State of North Carolina I Environmental Quality
1601 Mail Service Center I Raleigh North Carolina 27699-1601
919 707 8600

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME HDI Holdings, LLC c/o Robert W Huth
PROJECT NAME Pelican Point Condominiums _
LOCATION OF PROJECT SITE 402 North Lake Park Blvd, located on Pleasure Island, adjacent to the Carolina Beach
Yacht Basin/Myrtle Grove Sound, in Carolina Beach, New Hanover Cc
Photo Index - 2006 21-7377, 6, S T 2000 21-257, 7, S-T 1995 21239, R-S, 18
State Plane Coordinates X 2335566 Y 106679
Latitude 34102'16 57"N Longitude 77153'33 03"W
INVESTIGATION TYPE CAMA/ D & F
INVESTIGATIVE PROCEDURE Dates of Site Visit — 8/5/2015
Was Applicant Present — No
PROCESSING PROCEDURE Application Received-10/26/2015 (Completed)
Office - Wilmington
SITE DESCRIPTION
(A) Local Land Use Plan — Town of Carolina Beach
Land Classification From LUP Developed (highground), Conservation (open water)
(B) AEC(s) Involved EW/ES/PT/CW
Water Dependent Yes
(D) Intended Use Private/Commercial
(E) Wastewater Treatment Existing - Municipal sewer
(F) Type of Structures
Existing — Dilapidated timber bulkhead
Planned 36 unit condominium complex, new bulkhead, transient docks
(G) Estimated Annual Rate of Erosion 1' per year
Source — On -site observation
HABITAT DESCRIPTION [AREA]
DREDGED I) LLED QTHER
(A) Vegetated Wetlands (coastal wetlands)
100 sq ft
(B) Non Vegetated Wetlands (Open water)
1,500 sq ft
384 sq ft
772 sq ft
Incorporated)
(C) Other High ground disturbance
1,800 sq ft
38,900 sq ft
(D) Total Area Disturbed 43,456 sq ft (0 99 acres)
(E) Primary Nursery Area No
(F) Water Classification SB# Open No
PROJECT SUMMARY The applicant proposes to develop a new 36 unit condominium complex with associated amenities,
new shoreline stabilization, new boat basin and transient docks within Myrtle Grove Sound

HDI Holdings, LLC (Pelican Point) c/o Robert W Huth
Page 2
The project is located at 402 N Lake Park Blvd , adjacent to the Carolina Beach Yacht Basin/Myrtle Grove Sound, in the Town
of Carolina Beach, New Hanover Co To locate the project site from the Wilmington Regional Office (WiRO), travel from
Wilmington to Carolina Beach south on College Road (NC Hwy 421) for approximately 12 miles south Continue over Snows
Cut Bridge on N Lake Park Blvd for approximately 12 miles south until you reach the comer of Saint Joseph's Street and N
Lake Park Blvd Turn left onto Saint Joseph's Street and the project site will be immediately on the nght, just before Lees Lane
The applicant currently maintains the approximately 0 98 acre tract, which is currently undeveloped with elevations ranging from
3' to 10' above normal high water (NHW) The project site is bordered by unimproved Lees Lane and Inland Harbour
condominiums to the north The project site is also bordered by a residential property to the south A failed timber bulkhead
and small concrete rubble exists along the approximately 145' of angled shoreline along the Carolina Beach Yacht Basin It
appears that failure to maintain the bulkhead has allowed upland vegetation and coastal wetlands to volunteer on the landward
side of the most northern end of the timber bulkhead, consisting primarily of Smooth Cordgrass (Spartrna altemrflora) The
shoreline along Lees Lane is stabilized by vegetation consisting of Salt Meadow Grass (Spartina patens) and Smooth Cordgrass
(Spahna alternrflora) in an area approximately 20' in width Vegetation associated with the high ground portion of project consists
primarily of wild grasses, Wax Myrtle, Live Oak and Magnolia trees
The Town of Carolina Beach Land Use Plan classifies adjacent waters as Conservation, and the adjacent high ground portion
of the project area as Developed The waters of the Carolina Beach Yacht Basin are classified SB# by the Division of Water
Resources They are NOT designated as a Primary Nursery Area by the N C Division of Marne Fisheries and they are CLOSED
to the harvest of shellfish
PROPOSED PROJECT
The applicant proposes to develop a new 36 unit condominium complex with associated amenities, new shoreline stabilization,
new boat basin and transient docks within Myrtle Grove Sound The application states that the existing failing timber bulkhead
would be removed and a new approximately 91 linear foot (LF) bulkhead would be constructed, which would straighten the
alignment along the shoreline This would result in locating a portion of the new bulkhead (32 LF) ranging from approximately
2' to 12' waterward of mean high water (MHW) and the remaining 48 LF would be constructed above MHW Once constructed,
the applicant also proposes to excavate the area waterward of the new bulkhead in an area of approximately 75' in length by
20' in width to a final project depth of -5 @ mean low water (MLW) for a boat basin, which would result in the removal of
approximately 211 cubic yards (CY) of shallow bottom and upland matenal The application states the material would be
mechanically removed and placed onto the highground of the project area outside of the 30' Coastal Shoreline buffer and
stabilized by silt fencing The application also states that once de -watered, the material would be utilized on -site
A new access pier, measuring approximately 20' m length by 6' in width would extend from the most northern end of the property
off the new bulkhead into Myrtle Grove Sound The pier would then terminate onto a partially covered fixed platform, measuring
approximately 32' in length and would range from approximately 5' to 10' in width An access ramp would lead from the southern
side most landward end of the access pier onto a floating dock, measuring approximately 65' in length by 6' in width, which
would run parallel to the new bulkhead The application states that the structures would be designated as transient slips use
only The applicant also proposes a 6' in width elevated walkway along the landward side of the new bulkhead, which would tie
into the access pier to the docking facility and the uncovered decking associated with the following proposed upland
development
The applicant proposes to develop a new 36 unit condominium complex with associated amenities A new four story building
approximately 150' in length by 65' in width by approximately 55' in height would be constructed with associated parking area
on the western end of the property The applicant also proposes improvement of Lees Lane Right -of -Way by paving an area of
approximately 270' in length by 25' in width to accommodate the new condominium and also the existing Inland Harbor
Condominium located to the north of Lees Lane and the new development The applicant also proposes to provide amenities
on the eastern end of the new building, which includes a pool area and uncovered wooden decking (See Sheet C2 and Project
Narrative)

HDI Holdings, LLC (Pelican Point) c/o Robert W Huth
Page 3
10 ANTICIPATED IMPACTS
The proposed excavation for the proposed boat basin would impact approximately 1,500 sq ft of shallow bottom and highground
area on the landward side of the failed timber bulkhead The proposed excavation would incorporate 100 sq ft of Coastal
Wetlands that primarily consist of Smooth Cordgrass (Spartrna altemiflora) and Salt Meadow Hay (Spartina patens), which
appears to have colonized on the landward side of the existing failed timber bulkhead due to the lack of maintenance This
would also result in the removal of approximately 211 CY of material, which would be placed on the highground area on the
project site, in an area of approximately 1,500 sq ft
The proposed new bulkhead would incorporate approximately 384 sq ft of Estuarine Waters and Public Trust Area in the area
landward of the dilapidated wooden bulkhead The remaining proposed bulkhead would be located landward of MHW The
bulkhead would disturb approximately 1,800 sq ft of highground for the associated backfll and tie -back anchor system
The proposed structures would incorporate approximately 772 sq ft , partially of newly created Estuarine Waters and Public
Trust Area As proposed in the application, the proposed docking structures would accommodate three (3) transient vessels
The proposed pier and dock would not exceed the Town of Carolina Beach historical pier head line nor the setback from the
USACE AIWW The proposed structures would encroach into the adjacent ripanan corridor setback requirement to the north
and south, however, the applicant has received waivers from the adjacent property owners for the encroachment of these
proposed structures
The proposed upland development for the 36-unit condominium, associated parking areas and Lees Lane improvements would
disturb approximately 38,900 sq ft (0 893 acres) of highground, of which approximately 20 3% would be covered by built upon
area within the 75' Coastal Shoreline AEC It appears the only structures that would encroach into the 30' Coastal Shoreline
buffer would be the uncovered decking associated with the pool area, which does not exceed 200 sq ft and the 6' in width
wooden access walkways
There would be increased turbidity levels during project activity, however, if timed to avoid periods of peak biological activity,
no long term adverse impacts are anticipated
Submitted by Robb Mairs Date 11/06/2015 Office Wilmington

PROGRESS DRAWING _ r
FOR REVIEW ONLY
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CAROLINA BEACH NC
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Narrative for CAMA Application
Pelican Point is a small -space living project proposed for the vacant property located at
402 N Lake Park Blvd in Carolina Beach, North Carolina 28428 The project will consist of 36
condo units located in one building The building will be four levels on pilings (nine units on
each level)
Pelican Point offers two condo unit sizes There are 28 units that are approx 500 square
feet with an 8' x 28' outdoor deck and water views There are 8 waterfront units that are approx
650 square feet with an 8' x 24' deck Each level will consist of seven smaller units and two
larger units All condo units will be one bedroom and one bathroom
The building will be equipped with a commercial elevator and fire sprinkler system
throughout Residents will also be able to enjoy a water front pool area and 65' day dock with a
pier leading to a gazebo over the water
The construction consists of removing the dilapidated bulk head and replacing with a new
bulkhead that straightens the shoreline Once the new bulkhead is constructed, excavation will
be done to accommodate a transient floating day dock that will be used by Pelican Point
residents only The gazebo will also be for Pelican Point residents only
The existing wetlands on the lot appear to be from lack of maintenance of the bulkhead
It also appears the coastal wetlands have volunteered in the area near the old bulkhead are not
significant This project will have approximately 20 3% of development in the AEC
tlEGE-lVED
,-)CM b�lILMINGTON, NC
OCT 2 01 2015

IBM M"
Eny'a" ri' L IG ��° `r'Ij (�� 3 / (i t [. 'I rip II,, ;A �r `* �' a-° [ p r
(b 3i{s t.li u,4b.3 Val,�1@1..2F.:9LrKi it 101 E)i6N,
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1 Primary Apphcant/Landowner Information
Business Name
HUI Ho)cktnqS, UQ.
Project Name (if applicable)
11� o►vr�
Applicant 1 First Name
'RQbevk
MI
N .
Last Name
HL41,-)
Applicant 2 First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed
Mailing Address
6q,)Q M4(e+ `wee+
PO Box
GL
City
V-QMlY)
State
NC.
ZIP
2SL105
Country
USA
Phone No
q10 -P9 1a900ext
F No
Street Address (ifdiffemnt from above)
n1a-
City
State
—
ZIP
--
Email
2 Agent/Contractor Information
Business Name
Agent/ Contractor 1 First Name /
0"i ou ies
MI
C .
Last Name
'I o►)-dex }eR'
Agent/ Contractor 2 First Name
MI
Last Name
Mailing Address
"70123 Reunion Zoad
PO Box i
—
City
Vv)le-41n qtD
State
ZIP
Nl� ►
Phone No/ 1
`11 Q &20
' UI Z ext
Phone o 2
ext
FAX No
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
CZD6@.MQC.WM
HE--(11--1VFD
<Form continues on back> DM W LMINGTtjd .y Fi
OCT 2 6 2015 OCC 26 N15
241 F01, a �a i-$Nti 4RCOAST .n.ww net

Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
3'`Pro�ectLacahon z�� ,+1 w> r ,-'�w �'>° - i. s"`��� .x , "�,a
.-Ft 9- Yi `e`�fx.
County (can be multiple)
Street Address
State Rd #
New 1AWNU,
►in
N - to-uL Patc. Wvd
Subdivision Na
City
State
Zip
N Ft rm�Ae
Q,,��
(Av0l1vlou kiial
Nr-
A142-g
Phone No
Lot No (s) (if many attach additional page with list)
ext
a In which NC river basin is the project located?
b Name of body of water nearest to proposed project
ye
A 1WW
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 ❑
AUnknown Iv` Ole- e� Scxwd
e Is proposed work within city limits or planning junsdiction?
f If applicable list the planning jurisdiction or city limit the proposed
)(Yes ❑No
work falls within
Tovutn o-F C0.yol�hc�L
u x 134' Site DescripUar;- a
13 x s
a Total length of shoreline on the tract (ft)
b Size of entire tract (sq ft )
i'q S"
LA 2, $q3
c Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
lot list)
NWL (normal water level) y ,
)(NHW or ❑NWL — t 6
(If many sizes please attach additional page with a
J
e Vegetation on tract
crises, uaS�,N we�tu+naL�, oak iv'ec
f Man made features and uses now on tract
cl► 00da-ted b'AY-V r 6
g Identify and describe the existing land uses adiacent to the proposed project site
Y'es1 deY+k0o
h How does local government zone the tract?
i Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate if applicable)
NAYes
❑No ❑NA
j Is the proposed activity part of an urban waterfront redevelopment proposal? Oyes JXNo
k Hasa professional archaeological assessment been done for the tract, If yes attach a copy []Yes No ❑NA
If yes by whom?
I Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes WNo ❑NA
National Register listed or eligible property?
<Form continues on next page>
RECEIVED
CUM WILMINGTON NO
OCT 2 6 2015
252-808-2808 1 888-4RCOAST www nccnastalmanagement net

Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m (i) Are there wetlands on the site?
Was []No
(it) Are there coastal wetlands on the site?
Ayes ❑No
list) If yes to either (i) or (it) above has a delineation been conducted?
LYIYes ❑No
(Attach documentation if available)
1�
in Describe existing wastewater treatment facilities
o Describe existing drinking water supply source
pulb I I C
SDI L�� Nb�l
p Describe existing storm water management or treatment systems
�1a
Jr Activities and Impacts,
endM' "ti..e t,a�- a � ,x` �„ ;'�: r'• M'�`�„. °'s� ""` _+6f z� �, "e � _icy %� s��,a ��,ti ; � w 4
a Will the project be for commercial public or private use? Commercial ❑Publm/Govemment
Private/Community
b Give a brief description of purpose use and daily operations of the project when complete
t'2SlG�t�+jU�� �} IiECI�-P�I�IL,�t� USA
c Describe the proposed construction methodology types of construction equipment to be used uring construction the number of each type
of equipment and where it isto be stored — Tely)pcvc"N C-YtzVS k)f rxt-11CA 1✓J,j�4
V � r-s C1J ns Yuc�-he�vl ' t t yip TYu etGs i?�l t Ve) li U ciC� (not- �tarrrl eA� s l
(XcuysS G, 5 l`1wUAtd ltM LJ Jq< j"P S ✓rod cm Stye.)
— \CGI� C'tiil.1/t C,QY�S 1YuG""[1 •" 1 (lt?Y(rE '; 1 � L'n 'N,,? i
d List all development activities you propose
- (.aVrtd.lr)� � FI
-5 / I I I o � 3lo WV)Ctc)�-, 1 M l ar)Ct (J a"j (ACr_Ll- � i I.r
e Are the proposed activities maintenance of an existing project new work or both
w Wafer
f What is the approximate total disturbed land area resulting from the proposed project? ❑Sq Ft or XAcres
g Will the proposed project encroach on any public easement public accessway or other area Oyes KNo ❑NA
that the public has established use of?
h Describe location and type of existing and proposed discharges to waters of the state
tN"+C r -lows cartr'ep1+1V -tv wct rc.k
IN) I 1 (XI acf #zo -it ca¢r) u6I Yl f (Anct +} 'e t'-) Sig} CAI ( rI oLk) T t 1 YLl 1IP
I Will wastewater or stormwater be discharged into a wetlands es ❑No ❑NA
If yes will this discharged water be of the same salinity as the receiving water []Yes ; Jko ❑NA
I Is there any mitigation proposed? ❑Yes ❑No A
If yes attach a mitigation proposal
DCM WILMINGTON, NO
<Form continues on back>
0U T L 6 2015
`51
tv
252-808-2808 i-888-4RCOAST www ncooastalmareagement net

Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6 Additional Information
In addition to this completed application form (MP 1) the following items below if applicable must be submitted in order for the application
package to be complete Items (a) — (1) are always applicable to any major development application Please consult the application
instruction booklet on how to property 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 i �I
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 certifled marl 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 TS1l7u x3 Mav (na 6n-1ev P—Y,ISeS r L LC- Phone No ( c 1 7 ` j 10 i �I
Address lJ%fr} t.li )-� -'lf,`,6 11'l
Name Phone No
Address
Name r', s `,' {� ' �"� 1. ' Phone No (<..i \j ill
(
Address
g A list of previous state or federal permits issued for work on the project tract Include permit numbers permittee and issuing dates
h Signed consultant or agent authorization form if applicable
i Welland delineation if necessary
I 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) rf 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
1 7 Certification and Permission to Enter on Land I
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
r
Date /0 Z� l Iy:i Print Name t I1
Signature
Please indicate application attachments pertaining to your proposed project
LaDCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
QDCM MP-3 Upland Development
DCM MP-4 Structures Information RECEIVED
L)C M WILIVIINGTON NC
OF 262015
�h 2< _; rEi ' r'>2a li i�: io' �i , b^- ,— ) ,••a i -

,
Form D lw MP-2
(Except for bridges and culverts)
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
Descnbe below the purpose of proposed excavation and/or fill activities All values should be given in feet
Access
Other
Channel
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
(excluding
(NLW or
Breakwater
shoreline
NWL)
stabilization
Length
/
Width
7 o I
Avg Existing
1 1
2
1--AV-NA
-NA '�`�"''�
NA'�)';,
Depth
V -
ts--`k`v;''f.
Final Project
f
- =—NA47.-'
Depth
_
1 EXCAVATION
- ..,,� , , " ,
U, ,� ,
„v , " , ,
9 �4 - 1, a
a u ❑This sec8on'not appHeablet
e
, �
,,,�
q�t �ivltl
�NWL
�^.;at•. fiEit,G ,.,
P
a Amount of material to be excavated from below NHW or in
b Type of material to be excavated
cubic yards
^'
N
Z 11 CV
Ju
SaAdw
b�„bM
�J(ST' V
c (i) Does the area to be excavated include coastal wetlands/marsh d High -ground excavation in cubic yards
(CW) submerged aquatic vegetation (SAV) shell bottom (SB) �' C or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
[�W =)DO ❑SAV ❑SB
❑WL _ ❑None
(n) Describe the purpose of the excavation in these areas
2 D1SP0§AC0F„ EXCAVATED MAT, J31AC �`��7 ; ,, r rM, ;'' =,�` 1,1, �1,17 p7hts section ino't,appJtcable51
�s „
a Location of disposal area b Dimensions of disposal area
On s 1-Ee.. > 30' -6yo NNW Lod' X 2.5'
c (i) Do you claim title to disposal area? d (i) Will a d osal area be available for future maintenance?
Xes ❑No ❑NA ❑Yes %No ❑NA
(u) If no attach a letter granting permission from the owner pp If yes where?
(i) Does the disposal area include any coastal wetlands/marsh
(CW) submerged aquatic vegetation (SAV) shell bottom (SB)
or other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑CW ❑SAV ❑SB
❑WL %None
(ii) Describe the purpose of disposal in these areas
(i) Does the di posal include any area in the water?
❑Yes di
❑NA
(ii) If yes how much water area is affected9
RECEiVrED
IDCM bNILMINGTON NC
0C1 2 S 2015
252-808-2808 1-888.4RCOAST www nccoastalmanaaement net revised 1226/06

Form DCM MP-2 (Excavation and Fib, Page 2 of 2)
13 SHORELINE,STABILIZAT,ION ❑This section nol°applicable
(If development is a wood groin use MP-4 - Structures)
a Type of shoreline stabilization b Length
[Bulkhead ❑Rlprap ❑Breakwater/Sill ❑Other
c Average distance waterward of NHW or NWL
—1571.L two } Z'{iI Nt lily icon l7ftj'717 .U�
✓Py ur �, 7Xf W II hk ratted¢. tfi rn1�4t2
e Type of stabilization material
t
°1� - ltirviC,' IY�tl ✓, 1/1V)-4 tSk2
g Number of square feCeettof�fill to be placed below water level
11
Bulkhead backfill r -rv!�i Riprap
Breakwater/Sill_ Other_
I Source of fill material
Width 121,
Maximum distance waterward of NHW or NWL
(i) Has there been shoreline erosion during preceding 12
months?
DYes ❑No ❑NA
(n) If yes state amount of erosion and source of erosion amount
information
t in
Type of fill material rt-Y ICn/)
(' I C'r 1+n CCAV-)fk
4 QTHER FILL ACTIVITIES - ❑This section not applicable
(Excluding Shoreline Stabilization)
a (I) Will fill material be brought to the site? [Yes [:]No ❑NA b (i) Will fill material be placed in coastal wetlands/marsh (CW)
„�....e.,.va � 1.,.,,e.,m�ri— rcn\n ter,<u hMtr� ism
IT yes
(u) Amount of material to be placed in the water
(nI) Dimensions of fill area J f='� ' X1'221-1� '
(Iv) Purpose of fill
- I In, VYW t:_ I n`I" G I I v)C-&i- 4, Vt
1tc1GtL� �Jt II �ir CIL1G� .;l!}
��/grrC.� i.Ur�u yU(1G�tZ -jZlf rA'�!�
How will excavated or fill material be kept on site and erosion t
controlled?
(� v CGlCs1V� )V
(i) Will navigational aids be required as a result of the protect? c
❑Yes ONO ❑NA
(u) If yes explain what type and how they will be implemented
Date -
1 i Can
Protect Name
other wetlands (WL)? If any boxes are checked provide the
number of square feet affected
❑cW ❑SAv ❑SB
❑WL gone
(n) Describe the purpose of the fill in these areas
What type of construction equipment will be used (e g dragline
backhoe or hydraulic dredge)?
b ft (—OT
(I) Will wetlands be grossed In transporting equipment to protect
site? ❑Yes No❑NA
pp If yes explain steps that will be taken to avoid or minimize
environmental impacts
Appli
cant
Name '
Applicant �
Signature a=. C 1=1 V E
GCM WILMINGTON, NC
0 C T 2 6 2015
252-808-2808 1-888.4RCOAST wuvvv nccoastalmanagement net revised 12,26106

Form ®CM BAP-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
I GENERAL UPLAND DEVELOPMENT I
a Type and number of buildings facilities units or structures
proposed
nniV C
c Density (give the number of residential units and the units per
acre)
If the proposed project will disturb more than one acre of land the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land disturbing
activity begins
(i) If applicable has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ❑❑Rio ❑NA
(n) If yes list the date submitted
g Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built upon surfaces such as
pavement building rooftops or to be used for vehicular driveways
or parking
C). -�) `4
i Give the percentage of the entire tract to be covered by impervious
and/or built upon surfaces such as pavement building rooftops
or to be used for vehicular driveways or parking
I Describe proposed method of sewage disposal
P�ar1`kc' -4(' Ir ro
Describe location and type of proposed discharges to waters of the
state (e g surface runoff sanitary wastewater industrial/
commercial effluent 'Wash down and residential discharges)
1-
I I,/) M, (O ((LPV-> E7 i Si i f 1' t'
run nPf
b Number of lots or parcels
I—
Size of area to be graded flied or disturbed including roads
ditches etc
8G
List the materials (such as marl paver stone asphalt or concrete)
to be used for impervious surfaces
Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification
(i) Has a site development plan been submitted to the Division of
Water Quality for review'?
❑Yes dNo ❑NA
ydk I I it Ail ne
(u) If yes list the date submitted ` v
V-1t G' �
k Have the facilities described in Item (i) received state or local
approval?
NLYes ONO ❑NA
If yes attach appropriate documentation
J
in Does the proposed project include an innovative stormwater
design?
Xyes ONO DNA
)f yes attach appropriate documentation
1
RECEIVED
DCM WILMINGTON, NC
252-808-28082 "88-4RCOAST www nccoastalmanagement_net revised 12126/88

Forma DCM MP-3 (Upland Development, Page 2 of 2)
m Describe proposed drinking water supply source (e g well
community public system etc)
?ubl)c SyckYyA
n (i) Will water be impounded? []Yes XNo ❑NA
(u) If yes how many acres?
o When was the lot(s) platted and recorded? p If proposed development is a subdivision will additional utilities be
/%%�� �OO��v/y da O �_ �_/ 3 installed fo this upland development?
p`-*' / ❑Yes ❑NA
41=6 eblp?-oo6 -oao Zo L615
s
RECEIVED
DCM WILMAGTON, NC
OCT 2 6 2015
252-808-2808 1-888-4111COAST w nccoastalmanagement.net revised 12/26106

Form ®CM Blip-4
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit Form DCM MP-1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
'V — 0—n —Vs '"
A JDOCKING FACIL'ITY%MARINA5CHARA'CTERISTICS's R` _ e �' r 5 ' OThrs section not applicable
`�{
N= , 0 P 5,. r„
ail ..zS. �; ✓�'�i:1 us.'•_�4�e'>a e�--�R.F;z ... �: k.� s°'-�
a (i) Is the docking facility/marina b (i) Will the facility be open to the general public?
❑Commercial ❑Public/Government Private/Community ❑Yes (%No
c (i) Dock(s) and/or pier(s)
d (i) Are Finger Piers included? ❑Yes XNo
(it)Number -L
If yes
�
(u) Length �
(it) Number _
' l
(iv) Width W1
(tit) Length
,,��tt''
(v) Floating ❑Yes lo
(iv) Width _
(v) Floating ❑Yes ❑No
e (i) Are Platforms included? Yes ❑No
f (i) Are Boatlifts included? []Yes 0
If yes
If yes /
(it) Number
(it) Number
'^`
(iii) Length —f
(tit) Length
(iv) Width
(iv) Width _
(v) Floating rOves ❑No
Note Roofed areas are calculated from dnpline dimensions
g (i) Number of slips proposed
h Check all the types of services to be provided
t
❑ Full service including travel lift and/or rail repair or
(it) Number of slips existing
maintenance service
❑ Dockage fuel and marine supplies
O'Dockage ( wet slips ) only number of slips
`" ,
J `-a`/,$)�)% O)`�`y
❑ Dry storage number of boats
J
❑ Boat ramp(s) number of boat ramps
❑ Other please describe
i Check the proposed type of siting
❑ Land cut and access channel
Open water dredging for basin and/or channel
L_jOpen water no dredgmg required
❑Other please describe
k Typical boat length �I /
m (i) Will the facility have tie pilings?
[]Yes X� o
(u) If yes number of tie pilings?
I Describe the typical boats to be served (e g open runabout
charter boats sail boats mixed types)
—MN-yJd tws
I (i) Will the fac II ity be open to the general public?
[]YesNo
RECEIVED
)Cr WILMiNGTON NC
OCT 2 6 2015
252 808-280e 1-888.4RCOAST www nccoastalmanayement net revised 12/27/06

Forth DCM IMP-4 (Structures, Page 2 of 4)
I" `�ThtssectiWnotapplicabe/MANRACKlNFACILITY TIONS
t? �PDd,a .a -A,f%'"
a Check each of the following sanitary facilities that will be included in the proposed project
❑ Office Toilets
❑ Toilets for patrons Number _ Location
❑ Showers
❑ Boatholding tank pumpout Give type and location N
b Describe treatment type and disposal location for all sanitary wastewater , ,
c Descnbe the disposal of solid waste fish offal and trash N I rA
d How will overboard discharge of sewage from boats be controlled?
e (i) Give the location and number of No Sewage Discharge signs proposed
(u) Give the location and number of Pumpout Available signs proposed ) 7
/ V
f Describe the special design if applicable for containinVinjustnal type pollutants such as paint sandblasting waste and petroleum products
g Where will residue from vessel maintenance be disposed of?
h Give the number of channel markers and No Wake signs proposed YV
IA
i Give the location of fuel -handling facilities and describe the safety measures planned to protect area water quality
I What will be the manna policy on ovemight and live aboard dockage?
k Describe design measures that promote boat basin flushing? 1�
I If this project is an expansion of an existing manna what types of services are currently provide
d
?
DCM WILMINGTON, NG
OCT 2 6 2015
252-808-2808 1-888-4RCOAST www nccoastatmanagement net revised 12127/06

Form DCM MP'-4 (Structures, Page 3 of 4)
m Is the manna/docking facility proposed within a primary or secondary nursery area?
[]Yes *0
n Is the manna/docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes XNo
o Is the marina/docking facility proposed within or adjacent to coastal wetlands/marsh (CW) submerged aquatic vegetation (SAV) shell bottom
(SB) or other wetlands (WL)? If any boxes are checked provide the number of square feet affected
❑CW ❑SAV ❑SB _
❑WL XNone
p Is the proposed marina/docking facility located wwthin or within close proximity to any shellfish leases? []Yes XNo
If yes give the name and address of the leaseholder(s) and give the proximity to the lease
m re s , a� Seh i ai A ILA a s y J. t _{ p _✓ tt,� /� - Z .. �=..,vr 1 2
3 BO�ITHOUSE,(me7udtng�covered lifts')" = �r-x� �� This section not a phcable#
�$<r 2r T,"`$''�`'=r �P, +d 's s=
a (i) Is the boathouse structure(s)
❑Commercial ❑Public/Government ❑Private/Community
(u) Number _
(ui) Length
Irv) Width
Note Roofed areas are calculated from dnpline dimensions
7 ..i . A ai x rf S3 E[J in .f b izy; �S 1a tl ya." b Y ¢' YR�w yO zu �,�T
Y4. GROIN (e g i' wood, sheefptle etc *Ilia rock groin" use MR2, Excavation and,Flll } TT - y s e Tbis sschon not app6cahte
Y1f VYy R"HY P 1"' SW i�� 2
a (i) Number
(i) Length
(ni) Width
e s w _a id.,i"-ti_ v t =, <� Sw^ yrk �+-_ _; r3' e'er oph w
<5� 8RE.4KWAFER`(e g `wood s(reetpde', etc ),fib 3i •, '„� > r" �w � r iy� ;� �,��:�s �)afi Thts seohon not app6cable,�,
a Length b Average distance from NHW NWL or wetlands
c Maximum distance beyond NHW NWL or wetlands
e. �.yyu,i -�i s = s t n �.=P"r.,' „e sa a>'"a�+ " ���
S1 MOORfNG"PILINGS and BUOYS h _„ a" s 3G` v Thrs secUon'not app6ca'ti/e
'�dS x4 e:-^i"a=. =xb '_ 'sir : Y is.: cost aid ,s _ +r=y~.
a Is the structure(s) b Number
[]Commercial ❑Public/Government ❑Private/Community
c Distance to be placed beyond shoreline
Note, This should be measured from marsh edge if present
e Are of the swing
d Description of buoy (color inscription size anchor etc )
f E r(CEivED
DCM WILMINGTON NC
OCT 2 6 2015
252 808-2806 1-888-4RCOAST www nccoastalmanaaement net revised 12127/06

Form DCM MP-4 (Structures, Page 4 of 4)
a Proximity of structure(s) to adjacent dpadan property lines
O�IS'
Note Forbuoy or mooring piling use arc of swing including length
ofvessel
c Width of water body
Nr
e (1) Will navigational alds be required as a result of the project?
❑Yes %No ❑NA
pp If yes explain what type and how they roll be Implemented
b Proximity of structure(s) to adjacent docking facilities
l 'JO 1
d Water depth at waterward end of structure at NLW or NWL
1.51
a Give complete description
G oa&o IN i I1 b- Cd +ham e)d Qh 41-C WOLI kLV V
Ode ✓w�
-1 u e k'Vi ninj
NO
IJClU1 WILMINMON, NC
NOV 0 3 2015
252 808 2808 1-888.411COA5T www nccoasYalmananament tiet
leveeea ia111

ttl I Inl III II lu II'Illal� I II III FOR NEW HFEBVER CO 24Y50NPMGISTRATION REGISTER F DEEDS
2013004576 ull Nu II BK 5710 PG 801-B04 FEE $26 00
NC REV STAMP $1,046 00
MOM � RIIO K6
NORTH CAROLINA
SPECIAL WARRANTY DEED
Excise Tax S 1 04 6 VO v <3 k} "-J Recording Time, Book and Page
NORTH CAROLINA Return to
NEW HANOVER COUNTY Hugh M Currin, Jr.
Shipman & Wright, LLP
Tax Map No ROBSI"06-019-000 910-762- 1 Identifier No See "Exhibit A"
Mail after recording to HDI Holdings, LLC, 5929 Market Street, Wilmington, North Carolina 28405
This instrument was prepared by Lincoln Den:, PLLC, 6000 Fairview Road, Suite 655, Charlotte NC
28210 THE PREPARER DRAFTED THE DEED IN THIS TRANSACTION BUT NO TITLE
SEARCH WAS REQUESTED AND NO TITLE SEARCH HAS BEEN PERFORMED THE
PREPARER EXPRESSES NO OPINION ON TITLE TO THE PROPERTY OR THE ACCURACY
OR COMPLETENESS OF THE LEGAL DESCRIPTION
VV THIS DEED made this I SA' day of� 2 013 by and between
GRANTOR
Park Sterling Bank
W'L Mr-T:Tl ]
1043 East Morehead, Suite 201
Charlotte, North Carolina 28204
GRANTEE
HDI Holdings, LLC
Mailine Address
5929 Market Street
Wilmington, North Carolina 29405
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors,
and assigns, and shall include singular, plural, mascuhne, feminine or neuter as required by context

WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of
which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto the
Grantee in fee simple, all that certain lot or parcel of land situated in the City of Carolina Beach, New
Hanover County, North Carolina, and more particularly described as follows
The real property commonly known as 402 North Lake Park Blvd, Carolina Beach, NC 28428
and as more particularly described in Exhibit A, which is attached to and incorporated In this
Special Warranty Deed.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple
And the Grantor covenants with the Grantee, and its heirs, successors, and assigns, that Grantor has
done nothing to impair such title as Grantor received, and that Grantor will warrant and defend the title
against the lawful claims of all persons clatnung by, under or through Grantor, except for the
exceptions hereinafter stated
Title to the properly bereinabove described is hereby conveyed subject to all valid and subsisting
restrictions, reservations, covenants, conditions, rights of ways and easements properly of
record, If any, and current year ad valorem taxes and for subsequent years, and existing liens, in
addition to all local, county, state and federal laws and regulations relative to zoning, occupancy,
subdivision, usage, construction and development of the described property
IN WITNESS WHEREOF, the Grantor has caused this Deed to be executed by its duly authorized
officers and its seal to be hereunto affixed, the day and year first above written
P k terling Bankn
(sEAL)
Jam Ashcroft, Senior Vice President
NORTH CAROLINA MECKLENBURG COUNTY
1, certify that the following person personally appeared before me this day, each acknowledging to me
that he voluntarily signed the foregoing document for the purpose stated therein and in the capacity
indicated James M Ashcroft, Senior Vice President of Park Sterling Bank Witness my hand and
official stamp or seal, this the day ofhgoly
i
My Commission Expires 'ta1' rL4
Nory ubhc
LSHARON K CARNSRO Print Notary Nerve 514P-0o 1 K G<}�NESNOM catoun.
0:E'Pime a�cemtsr i, 2015

EXRIBIT"A"
8111W ALL TEAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING IN THETOWN OF
CAROLINA BEACH, NEW HANOVER COUNTY, NORTH CAROLINA AND BEU40 BOUND ON THE
NORTH BY I = LANE A 2F PRIVATE EASNMENT FOR INGRESS AND MGM AS KWXRRRM
IN DEED DOOK 376 AT PAGE ft RRCOOED IN NEW HANOVER COUNTY REGISTRY, BEING
BOUND ON THE EMT BY MYRTLE GROVE SOUND. BOUND ON THE SOUTH BY (NOW OR
FORMERLY) MICHABL L EDITIT, SR. AS RECORDED IN SAID REGMTRY INDEED BOOK BS61 AT
PAGE 316 AND (VOW OR PORMRI Y) HOLIDAY DELTA, INC. M RECORDED IN SAID REMMY
IN DEED BOOK SM AT FAGS nt BOUND ON THE WEST BY NORTH LAKE PARK BOULEVARD,
A PUKIC RIGHT OF WAY OF VARYING WIDTH AND BEING MORE PARTICULARLY DiSCRiBRD
AS FOLLONB:
COMMENCING AT AN F.IOSTING DW PIM OK THE EMTBRN RIGHT OF WAY LINE OPSAIIT
JOSEPH STREET, A 60' PUBLIC RIGHT OF WAY, SAID EXISTING IRON POPE BRING THE
NORTHWFBT CORNER OF (NOW OR FORMERLY) DO.AND HARBOUR HOMEOWNBRS
ASSOCIATION AS RECORDED IN THE NEW HANOVER COUNTY REGISTRY IN DEED BOOK 41"
ATPAG1647 THENCE WITH THE BASTONRIGHT OFWAY LINE OFSAINT JOSEPHSTREET
SOUTH 01 DEGREES 39 MINUTES IS SECONDS WWr 91." FEET TO THE POINT OF
IITERBECTION OF THE XASTBRN RICHT OF WAY LINE OF SAINT JOWN STREET AND NORTH
LAKE PARK BOULEVARD WITH TIE NORTH LIMB OF LEU LANE, A 2F ZASEMBNT FOR
INGRESS, SGRESS AND REGRESS AS RXCORDRD IN SAID RRGEFTRY DN DIED ROOK 376 AT
PAGE" THENCE CONTINUING WITH SAD EASTERN RIGHT OF WAY LINE SOUTH 01
OBOR90 39 MINUTES 19 BBCONDS WEST 2100 FEET TO AN RXIBTUM ICON FWK, TIS POINT
OF BEGINNING. THENCE LEAVING SAID EASTERN RIGHT OF WAY I = AND RUNNING WITH
THE SOUTHERN LINE OF SAID LEES LANE SOUTH W TIMBRES 36 MI tn'ES 94 SECONDS EAST
364A9 FEET TO A NEW IRON PIPE SET THENCE COIRINUDNG WITH SAID SOUTHERN LIKE
SOUTH M DEGREES 36 MOMMES 84 SECONDS EMT 4030 FEET TO A POINT IN MYRTLE GROVE
SOUND. THRICB CONTINUING IN MYRTLE GROVESOMWID 30UTH 19 DECRM J4 MINI M36
SECONDS WEST SW7 FBET TO A POW, SAD POIR' DBIIG THE COMMON CORKER WITH
(NOW OR PORMSW.Y) NWHAIL L BRITT, SR. M RECORDED IN SAID REGISTRY IN DEED
BOOK IE61 AT FAGS 38L THX NCE W11111THE COMMON LINE WITH SAID (NOW OR FORMERLY)
MICHAM L EMT, SR. NORTH SI DEORM 36IIDI M Sr UCOND8 WEST 40.92 FEET TO A
PJL NAH, BUT IN TOP OF WWMO BUUaMAD. 1111I(CE CONTINUING WITH SAID COMMON
PROPERTY LINE NORTR N DEGREES 36 MINUTZS 64 SECONDS WEST 231AI PEST TO AN
MUTING IXON MP$ SAID EpUSTBNG DION PIPE BEI/GTIM COMMON NORTHERN CORNER OF
SAID (NOW OR FORMERLY) MICHAEL L BR1TT. SL AND (NOW OR FORMERLY) HOLIDAY
DELTA, INC. AS RECORDED IN SAID REGISTRY IN DRED BOOK 37M AT PAGE 221.
THENCE WITH THE COMMON PROPERTY LINE WITH SAW (NOW OR FORMERLY) HOLIDAY
DELTA, INC. NORTH $11 DEGREES 36 MINUTES 54 SECONDS WEST 124.76 FEET TO AN EXISTING
MON PIPE ON THE EASTERN RICER' OF WAY Lem OF NORTH LAUDS PARK BOULEVARD.
THENCE LIAVMGBAID COMMON PROPERTY LINE AND RUNNING WITH TUC EASTERN RIGHT
OF WAY LINE OF NORTH LAKE PARK BOULEVARD, A PUBLIC RIGHT OF OF
WIDTH, NORTH01 DEGREES 46 MM UM 7 SECOND$ EAST WX SBTF=TOWAY THE POINT OF VARYING
BEGINNING CONTAIINING 3&M 4. SQUARR PMST AND BEING THE SAME PROPERTY
CONVEY® BY DEED RECORDED IN SAD REGISTRY D7 DEED BOOK 376 AT PADS 89.
TOGETHER WIM 2F RIGHT OF WAY OR EASPMFOVER LEES LANE A8 DESCRIRSD
HEREONABDVE AND BEING MORE PARTICULARLY DEBCR®MD Do INSURUMMNT RECORDED 94
DEED BOOK 376 AT PAGE R RECORDED IN THE NEW HANOVER COUNTY RMG[STRY FOR
INGRM, ECRMSS AND REGRESS BETWSRN NORTH LAK Z PARK BOULEVARD AND MYRTLE
GROVESOUND

/_iiNTV:
E
TAMMY THEUSCH BEASLEY
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
f11f91flfflfffff1f111fl1111(ifH1ff11flflifYlRHfflfffffff11f11Rfff1111flfflflfff111ffifffff flffflfyf llf if fffif Rifff f Mff
Filed For Registration
Book
Document No
NC REAL ESTATE EXCISE TAX
Recorder
0210712013 04 24 50 PM
RE 6710 Page 801-804
2013004576
4 PGS $26 00
$1,046 00
HUGHLEY, CAROL
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT
*2013004576*
2013004576

O I I \
EL E AE
\�. f7 nn B4sF-sr�pD E7"ATI
ELEVATION
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WA7ERWARD UM1TS
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ELEV. 0.43E o
i
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0
D.B. 5710, PG. 801
PROGRESS DRAWING
FOR REVIEW ONLY
IMPERVIOUS
AREA
AREA
WITHIN
WITHIN
AEC
AEC
(SQ.FT.)
(SQ.FT.) %
8,429 1,710 20.3
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/ \
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BAS� FLOOD AC
\ �rSE1BACKRIAN b \
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I ,! ` \
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- I =_ /� FOLK ' �`�' rl MEAN LOW WATER
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1
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I
1
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6' X 65' DAY CK i "'1011
l 1 �\ \ryAWO9A MEAN HIGH WATER
C r / 3 X 16 ly` I"., B�CH p/
8� 'Y4Nry ELEV. = 0.43E l RAMP gp
'.' _ MEAN HIGH WATER UNE
r \ 20 EZ _ /
` \ B COASTAL !1J\(Pik.. IJ NEW BULKHEAD a' SETEIAOK
I 0 r i~ ` `• ` i ` 0.6E wlw uLKfAO . �' F OP _� 2 N E�� , EXIST. ���/A'E
_ \' POSSIBLE Fl/TUR£
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I g\ I OOD ZONE' - HAS£ FLOOD ELEVATION = 13• i5 RIPARIAN ,�..... 0 j 5" O MEAN HIGH WATER LINE EIP FOUND
. f , a S€TBA
.5-- ! I -E FLOOD 1 j �CP �¢: ' REMOV D S 0173'O6' W. 028E
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I ^ 20' . 1 I _ I c0 1 RIPARIAN \
V'LINE
WCOASTi}L�WE7IANOS l /� `ryE? A/ly/Ir S
D LIMITS
20' BOAT BASIN `HE_
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I MEAN H/CH WATER I l \.
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LIN EC
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DISPOSAL \
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\ I S OI 23'06" W, 0.22E
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m g 70f OF SLOPf i
W 15" RCP-- � \
1 3 MEAN HIGH WArs • I I \.
CATCH �s SETBACK
UN£
I � BASIN
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50
30
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20
110
15
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10
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0.78E MIDI
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I
1 1
1
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30
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ROOF TOP ELEV. 55.47
60.38
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II
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II
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BO OTTIZO MEMBERLOWEST
ELEV.
FINISH
16.33
ELEV. 7.5 AT P/L
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--------- - - PV
T._-----6-5---------
-- GRADE NEW
[-- - TOP
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.0
----------------
EXI
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DREDGE LIMITS (-5.0)
1+00 2+00 3+00 4+00
FT-
tI SECTION THRU SITE
H0Fl SCALE 1' a 100'
VERT. SCALE: 1' 2U'
rIDCT O nro rl 7V 17
NEW
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--
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--
—
--
--
—
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UNE
20.00 10.00 0 10.00
0+40
EXISTING
(!Uc-noN AT CENTER OF BULKHEAD
C HORZ. SCALE: 1- - 10-
VERT. SCALE 1' = 5'
10
-5
20.00
30
20
10
0
-10
5+00
15
1 1
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1
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41
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L;I
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I
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—
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END OF 1i \
PROPOSED m
PAVEMENT
10
h a �I
O
N/F
h
\ DON F. I / J. G N and h ^ wife BETTY J. REESON
D.B. 5496, PG. 1792
� I
EXIST. OPEN /� \
PAVEMENT
N h
20' ro
I 2 I
IY 20.4' 24' 20.4'
w
TIE NEW PAVEMENT `
TO EXIST. z
m 114'
aN �
>Q
18"OAK
N
o� w
v1 w
2 N I
a MB- I D67RXT THIS SIDE OF LINE
D ON INFO FROM TOWN PERSONNEL I. _
F� — fJ HB DISTRICT THIS 516E OF LINE
...�
' I [WISED ON INFO FROM TOWN PERSONNEL
x r7
_ w EIP FOUND
S 01-23'06' W, 0.20'
w I .I�j I / FROM PROPERTY LINE
Z 'V
INLAND 'HARBOUR CONDOMINIUMS I I
PHASE 1 I 10' X 10' DUMPSTER PAD
M.B. 6, PG. 185 w I WITH FENCE
a
�
IL
�I
OAK 12 OAK w
w
SLR 16 OANIF
5 m I RWH PROPERTIES, LLC
-
D.B. 5097, PG. 1670
1 w EAU LT
w
w
w
FLOOD ZONE AE I ^u- ^I A/C -
B4SE FZDOD ELEVATION = 14.
_ m -I FLD00 ZONE AE' - 0 I 6
E345F FLOOD ELEVATION
U77LI7Y POLE-
w/AREA LIGHT
EXIS77NG Zp_� ELEy,11�N
N 14,
BUItaNC E FL-OVE qE 1I y \ D ��ATroA/
g 7 T3
- k— �- --30'-SETBACK a ----- ------ --- - ------------ ----�
>v)
w--
I
dI -
N
I. NU s 6
24
10' STREETYARD
0V '37-E N 01-46'37-E 80.02E
5' SIDEWALK
\ UI7LITY POLE
w/AREA LIGHT
- - ONCRETE CURB & GOTTER —7
EXIST. WATER VALVE EXIST. FIRE HYDRANT -�
ASPHALT PAVEMENT NORTH LAKE PARK BLVD
SL JOSEPH'S STRF,F — —
so'PUBLICR/W GRAPHIC SCALD �c�
an
1 " = 20'
/
DRAWN BY:
WJR
JOB NUMBER:
15023
HONEYCUTT ENGINEERING
FIRM NO. F- 0449
610 HIDDEN VALLEY ROAD
WILMINGTON, NC 28409
910-350-0631
;.
PELICAN POINT
C A M A SITE PLAN
402 N LAKE PARK BLVD.
CAROLINA BEACH, NC
REVISIONS
CHECKED BY:
J.R. HONEYCUTT
SCALE:
AS NOTED
DWG. NO.
C2
DATE:
10/26/15