SW8070817_HISTORICAL FILE_20211005

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 0104Z 11
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
207-1 1005
YYYYMMDD
s

ROY COOPER
Governor
ELiZABETH S BISER
secretary
BRIAN WRENN
Duector
October 5, 2021
NORTH CAROLINA
Environmental Quarry
Pelican Point CB, LLC HDI Holdings, LLC
Ann Charles Poindexter II, Manager Ann Robert Huth, Manager
7923 Reunion Road P O Box 1489
Wilmington, NC 28411 Wrightsville Beach, NC 29480
Subject Permit Renewal
State Stormwater Management Permit No SW8 070817
Pelican Point
New Hanover County
Dear Mr Poindexter and Mr Huth
The Wilmington Regional Office received a complete 8-year Stormwater Management Permit Renewal Application for
the subject project on September 29, 2021 The Division is hereby notifying you that permit SW8 070817 has been
renewed on October 5, 2021 and shall be effective until October 12, 2029 For your records, please find enclosed a
renewed, updated, and re -issued permit and a copy of the renewal application Please keep thus permit on file at all
tunes Please note that the renewed, updated, and re -issued permit does not impose new or different terms, it merely
restates some of the previous terns to provide you with a better understanding of your obligations under the permit
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with the
terms and conditions of this state stormwater permit The plans originally approved on October 12, 2007 and most
recently modified on May 24, 2017, will remain in full force and effect in accordance with the regulations set forth in
Title 15A NCAC 2H 1000
This permit is subject to the conditions and limitations as specified therein Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to establish
an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions,
to transfer the permit, or to renew the permit, will result in future compliance problems
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
ad3udicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH) The written
petition must conform to Chapter 150B of the North Carolina General Statutes and must be filed with the OAH within
thirty (30) days of receipt of this permit You should contact the OAH with all questions regardmg the filing fee (if a
filing fee is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or
via telephone at 919-431-3000, or visit their website at www NCOAH com Unless such demands are made this permit
shall be final and binding
If you have any questions, need additional copies of the permit or approved plans, please contact Ashley Smith in the
Wilmington Regional Office, at [phone] or ashleym smith@ncdem gov
Sincerely,
CRC )aJQ
,� Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures Attachment C — Permitting History
Renewal Application Documents
DES/ams \\\Stoimwater\Permits & Progects\2007\070817 HD\2021 10 permit 070817
cc Mike Broyhill, CSD Engineering 3805 Cherry Avenue Wilmington, NC 28403
NCDEQ-DEMLR Wilmington Regional Office
D_E Q2� North Carolina Department of Environmental Quality I Division of Energy Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington North Carolina 28405
rionn. cwauw.

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 N Lake Park Blvd, Carolina Beach, New Hanover County
FOR THE
construction, operation and maintenance of one (1) Contech Stormfilter in compliance with the
provisions of 15A NCAC 2H 1000 effective January 1, 1995(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
(the "Division" or "DEMLR") and considered an enforceable part of this permit
This permit shall be effective from the date of issuance until October 12, 2029, and shall be subject to
the following specified conditions and limitations
I DESIGN STANDARDS
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 15 of this permit The runoff from all built -upon area within the permitted
drainage area of this project must be directed into the permitted stormwater control measure
The stormwater control has been designed to handle the runoff from 24,364 square feet of
impervious area
3 The maximum built -upon area allowed for the entire project is 24 364 square feet
4 The drainage area will be limited to the amount of built -upon area indicated in Sections 12 and
15 of this permit, and per approved plans The built -upon area available for future
development is limited to 1 000 square feet
Page 1 of 5

State Stormwater Management Systems
Permit No SW8 070817
5 The following design criteria have been provided in the CONTECH Stormfilter and must be
and maintained at the design condition
a
Drainage Area acres
Onsite ft2
Offsite, ft2
056
24,513
0
b
Total Impervious Surfaces ft2
Onsite ft2
Offsite ft2
24 364
24,364
0
c
Design Storm inches
1 0
d
Water Quality Volume, ft3
1,911
e
Adjusted Water Quality Volume, ft3
1,433
f
Permitted Storage Volume ft3
1,477
g
Detention System
Pipe Diameter ft
Pipe Length ft
2
470
h
TSS Removal Efficient %
85%
i
Event Mean Concentration, m /L
70
Cartridge Height
18"
k
Number of Cartridges
11
1
Bottom Elevation FMSL
300
m
Seasonal High Water Table FMSL
278
n
Bypass Weir Elevation FMSL
500
o
Time to Draw Down hours
696
Max Treatment Flow Rate cfs
002
q
Receiving Stream/River Basin
Carolina Beach Yacht Basin
/ Cape Fear
r
Stream Index Number
18-87-31 2
s
Classification of Water Body
SB
II SCHEDULE OF COMPLIANCE
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
During construction erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately If the stormwater system is 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
The permittee shall at all times provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function at design condition The
approved Operation and Maintenance Agreement is incorporated by reference into this permit
and must be followed in its entirety and maintenance must occur at the scheduled intervals
Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEMLR The records will indicate the date, activity, name of person
performing the work and what actions were taken
Page 2 of 5

State Stormwater Management Systems
Permit No SW8 070817
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 Pelican Point CB, LLC and 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 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
No person or entity, including the permittee shall alter any component shown in the approved
plans and specifications Prior to the construction of any modification to the approved plans,
the permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below For changes to
the protect or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification
a Any modification to the approved plans and specifications regardless of size including
the SCM(s), BUA, details, etc
b Redesign or addition to the approved amount of BUA or to the drainage area
c Further development, subdivision, acquisition, lease or sale of any, all or part of the
protect and/or property area as reported in the approved plans and specifications
d Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan
e The construction of any allocated future BUA
f Adding the option to use permeable pavement or #57 stone within the lots as a
permeable surface The request may require a proposed amendment to the deed
restrictions and protective covenants for the subdivision to be submitted and recorded
g The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications
h Other modifications as determined by the Director
The facilities shall be constructed, operated and maintained in accordance with the provisions
of this permit, the approved plans and specifications and the supporting documents attached
to this permit and on file with the Division
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
All stormwater collection and treatment systems must be located in either public rights -of -way,
dedicated common areas or recorded easements The final plats for the protect will be
recorded showing all such rights -of -way, common areas and easements, in accordance with
the approved plans Access to the stormwater facilities for inspection and maintenance shall
be maintained via appropriate recorded easements at all times
Page 3 of 5

State Stormwater Management Systems
Permit No SW8 070817
10 Prior to transfer of the permit, a file review and site inspection will be conducted by Division
personnel to ensure the permit conditions have been met and that the project and the on -site
stormwater system complies with the permit conditions Any items not in compliance must be
repaired, replaced restored, or resolved prior to the transfer Records of maintenance activities
performed to date may be requested
11 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
Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the requirements of the stormwater rules is subject to enforcement
procedures as set forth in NCGS 143 Article 21
The issuance of this permit does not preclude the permittee from complying with and obtaining
any other permits or approvals that are required for this development to take place, as
required by any statutes, rules, regulations, or ordinances, which may be imposed by any
other Local, State or Federal government agency having jurisdiction Any activities undertaken
at this site that cause a water quality violation or undertaken prior to receipt of the necessary
permits or approvals to do so are considered violations of NCGS 143-215 1, and subject to
enforcement procedures pursuant to NCGS 143-215 6
If the facilities fail to perform satisfactorily, the permittee shall take immediate corrective
actions This includes actions required by this Division and the stormwater rules such as the
construction of additional or replacement on -site stormwater systems These additional or
replacement measures shall receive a permit from the Division prior to construction
Permit Transfer This permit is not transferable to any person or entity except after notice to
and approval by the Director The permittee shall submit a completed and signed "Permit
Transfer Application Form" (available on the Division website) accompanied by the required
fee and supporting documentation as listed on the form, to the Division at least 60 days prior
to any one or more of the following events
a The sale or conveyance of the project area in whole or in part, except in the case of an
individual lot sale that is made subject to the recorded deed restrictions and protective
covenants,
b The assignment or conveyance of declarant rights to another individual or entity,
c The sale or conveyance of the common areas to a Homeowner's or Property Owner's
Association subject to the requirements of NCGS 143-214 7(c2),
d Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05 or
NCGS 57D-6-07 and 08,
e Bankruptcy,
f Foreclosure subject to the requirements of Session Law 2013-121,
5 Current Permittee Name or Address Changes The permittee shall submit a completed
'Permit Information Update Application Form" (available on the Division website) to the
Division within 30 days to making any one or more of the following changes
a A name change of the current permittee,
b A name change of the project,
c A mailing address change of the permittee,
6 The permittee is responsible for compliance with all terms and conditions of this permit until
the Division approves the transfer request Neither the sale of the project, in whole or in part,
nor the conveyance of common area to a third party constitutes an approved transfer of the
permit
7 The permittee grants Division Staff permission to enter the property during normal business
hours to inspect all components of the permitted project
Page 4 of 5

State Stormwater Management Systems
Permit No SW8 070817
The permit issued shall continue in force and effect until the permittee files a request with the
Division for a permit modification, transfer, renewal, or rescission, however, these actions do
not stay any permit conditions
9 Approved plans, application documents, supplements, calculations, operation and
maintenance agreement, and specifications for this protect are incorporated by reference and
are enforceable parts of the permit A copy of this permit, application, supplements, operation
and maintenance agreement, and approved plans and specifications shall be maintained on
file by the permittee
10 Unless specified elsewhere, permanent seeding requirements for the on -site stormwater
system must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual
11 The issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit for cause as allowed by the
laws, rules, and regulations contained in Title 15A NCAC 2H 1000 and NCGS 143-215 1 et al
12 A permit renewal request must be submitted at least 180 days prior to the expiration date of
this permit The renewal request must include the appropriate application, documentation and
the processing fee as outlined in Title 15A NCAC 02H 1045(3)
Permit renewed, updated and reissued this the 5th day of October 2021
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
CL1 o r l
Brian Wrenn,erect
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

Attachment C - Permitting History
Pelican Point
� I Tiu' II i � [.I.YrirE Z�ll�F3 r�
Approval
Permit Action
BIMS
Description of the Changes
Date
Version
10/12/2007
Original
10
Approval
from Marina East, LLC to Pelican Point CB, LLC
7/15/2016
Transfer
I I
and HDI Holdings, LLC
8/12/2016
Modification
1 2
A revised site layout The BMP has been re -designed
and will be an infiltration trench
A revised site layout resulting in no net increase in
the amount of built -upon area The stormwater
5/24/2017
Modification
1 3
control measure (SCM) has been re -designed to be a
Contech Stormfilter The overall size of the SCM
has not increased
10/5/2021
Renewal
20

Operation & Maintenance Agreement
Project Name JPelican Point
Project Location_ 4C#,N Lake Park Blvd Carolina Beach NC
on the Tonowma tsme(si I nis maintenance recora snau oe Keot In a ioa In a
location Any deficient BMP elements noted in the inspection will be corrected, repaired or replaced immediately These
deficiencies can affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s)
The BMP(s) on this project include (check all that apply & c
Bioretention Cell
Quantity
Dry Detention Basin
Quantity
Grassed Swale
Quantity
Green Roof
Quantity
Infiltration Basin
Quantity
Infiltration Trench
Quantity
Level SpreaderNFS
Quantity
Permeable Pavement
Quantity
Proprietary System
Quantity
Rainwater Harvesting
Quantity
Sand Filter
Quantity
Stormwater Wetland
Quantity
Wet Detention Basin
Quantity
Disconnected Impervious Area
Present
User Defined BMP
Present
O&M tables wi
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
Location(s)
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed
for each BMP above and attached O&M tables I agree to notify NCDENR of any problems with the system or prior to any
changes to the system or responsible party
Responsible Party
Title & Organization
Street address
City state zip
Phone number(s)
Email
County of
Pelican Point CB, LLC
Charles Poindexter II Manager
7923 Reunion Road
Wilmington NC 28411
910-620-4672
cc i( mac com
Date
a Notary Public for the State of NUJ 4+) C KA ✓o I ( nG,
do nearby certify that LYy ifs L ,?o, n d e-KkV T�
personally appeared before me this _� day of M and
acknowledge the due execution of the Oper Lions and Ma(ntenan "Agreement
Witness my hand and official seal,
APT, k--�
USA RACIQEY
NOTARY PUBUC I t MAY 10 2W
NEW HANOVER COUNT) NC l 1
MISSION EXPIRES OCTOI ER 24 2012, By
STO z My Commission expires 4/2112017
Version 1 4 Page 1 of 3

e,
,_
TT I
ir
1' a
VP -s
I
, �f J
-

I Propnetary System Maintenance Requirements I
How many devices are
Contech Stormfilters?
Important operation and maintenance procedures
- The drainage area will be carefully managed to reduce the sediment load to the StormFilter
- The sedimentation chamber or forebay will be cleaned out whenever sediment depth exceeds six Inches
The StormFilter system will be Inspected quarterly Records of operation and maintenance will be kept in a
known set location and will be available upon request
Inspection activities shall be performed as follows Any problems that are found shall be repaired immediately
BMP element
Potential problem
How to remedlate the problem
Adjacent pavement (if
applicable)
Trash/debris is present
Remove the trash/debris
Flow diversion structure
Sediment is present on the
pavement surface
Sweep or vacuum the sediment as soon as possible
StormFilter Cartridges
The structure is clogged
Unclog the conveyance and dispose of any sediment offsite
The structure is damaged
Make any necessary repairs or replace if damage is too large for
Outlet device
Clogging has occurred
Clean out the outlet device Dispose of the sediment offsite
The outlet device is damaged
Repair or replace the outlet device
Receiving water
Erosion or other signs of
damage have occurred at the
outlet
Contact the 401 Oversight Unit at 919-733-1786
All other operation and maintenance activities should be in accordance with Contech's StormFilter Inspection and Maintenance
Procedures document Any problems that are found shall be repaired immediately The responsible party shall have received and
understand Contech's StormFilter Inspection and Maintenance Procedures document
MAY 1
BY
STORM-EZ 4/21/2017
Version 14 O&M Manual Page 3 of 3

t
"r l � r 1 1 �
r
.
y.
1
i.
it
r F
1] '
'I
i
rr � f c r f
{' r
a
1 r '1
_ 1 r r r t
_. _ _ � _ �
I r
�
.i—
! �
"! ,� r
Ire r
I—
r
— — —'
L r r '' i .r
.,
' ''
''L 1 r
_ _ _ to � � '- '
+ .1
r! _
— _ — _ — , 1 J i'
r r
�
.. _r r t'
__ _ _ _ _
_ _
__ 1{ . f � ( i V i r
r r '
_ _ _
__
_ _
'
_
^ .- �
!r
,
_
r
;
1
, r
r e
S t r
d ° P ' '.,CAL 1 it r r �! 1 !a+
., hE 1�'
:C i }��' 'k .i
�_i _ bA ' ' p � _I r1lr 1
. � r .
�

Perma Number JW� /tea �7
(to be provided by DWQ)
Drainage Area Number
Infiltration Trench Operation and Maintenance Agreement
I will keep a maintenance record on this BMP This maintenance record will be kept in a
log in a known set location Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP
Important maintenance procedures
- The drainage area of the infiltration trench will be carefully managed to reduce
the sediment load to the sand filter
- The water level in the monitonng wells will be recorded once a month and after
every storm event greater than 10 inches (or 15 inches if in a Coastal County)
The infiltration trench will be inspected once a quarter and within 24 hours after every
storm event greater than 10 inches (or 15 inches if in a Coastal County) Records of
operation and maintenance will be kept in a known set location and will be available
upon request
Inspection activities shall be performed as follows Any problems that are found shall
be repaired immediately
BMP element-
Potential problem
How I will remediate the problem
The entire BMP
Trash/debris is present
Remove the trash/debris
The grass filter strip or
Areas of bare soil and/or
Regrade the soil if necessary to
other pretreatment area
erosive gullies have formed
remove the gully, and then plant a
ground cover and water until it is
established Provide lime and a
one -tune fertilizer application
Sediment has accumulated to
Search for the source of the
a depth of greater than six
sediment and remedy the problem if
inches
possible Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP
The flow diversion
The structure is clogged
Unclog the conveyance and dispose
structure (if applicable)
of any sediment off -site
The structure is damaged
Make any necessary repairs or
replace if damage is too large for
repair
EC
AUG 0 2 2016
BY
V--QIVAA1_T-4`4-, -- Tin hnR AA -Do 1 Po i ofi

BMP element
Potential problem
How I will remediate the problem
The trench
Water is pondmg on the
Remove the accumulated sediment
surface for more than 24
from the infiltration system and
hours after a storm
dispose in a location that will not
impact a stream or the BMP
The depth in the trench is
Remove the accumulated sediment
reduced to 75% of the original
from the infiltration system and
design depth
dispose in a location that will not
impact a stream or the BMP
Grass or other plants are
Remove the plants, preferably by
growing on the surface of the
hand If pesticide is used, wipe it on
trench
the plants rather than spraying
The observation well(s)
The water table is within one
Contact the DWQ Stormwater Unit
foot of the bottom of the
immediately at 919-733-5083
system for a period of three
consecutive months
The outflow pipe is clogged
Provide additional erosion
protection such as reinforced turf
matting or rrprap if needed to
prevent future erosion problems
The outflow pipe is damaged
Repair or replace the pipe
The emergency overflow
Erosion or other signs of
The emergency overflow berm will
berm
damage have occurred at the
be repaired or replaced if beyond
outlet
repair
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet
733-1786
ECEI V E
AUG 0 2 2016
BY
1 0- 1 of i

Permit Number
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above I agree to notify DWQ of any
problems with the system or pnor to any changes to the system or responsible party
Project name Pelican Point SW8 070817
BMP drainage area number
Print name Charles C Poindexter,11
Title Manager
Address 7923 Reunion Road Wilmington, NC 28411
Phom
Signa
Date
Note The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president
I, �1SA iJ " A_ \ \TVs a Notary Public for the State of
County of do hereby certify that
Chi iii�lSZi ��, personally appeared before me this
day of and acknowledge the due execution of the
forgoing infiltration trench maintenance requirements Witness my hand and official
seal,
'
J
�1
J
1
SEAL
My commission expires \ % - � —1<�
ECEIVE
AUG 0 2 20t6
RY
o. -- 2 nr'I

DEMLR USE ONLY -
Date cei d
Fee Paid
Permit Number
of I
10 i
SW D 0
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H 1045(3), the current permit holder shall renew their high density permit 180 days
poor to its expiration Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60 (c) This application form is for permit renewals only
A PROJECT INFORMATION
1 State Stormwater Permit Number SW8 070817
2 Project name Pelican Point
3 Project street address
402 N Lake Park Blvd
City Carolina Beach County New Hanover ZIP 28428
4 What if any, changes have been made to the project as permitted) None
If the project has changed from the original approved plans, please complete SWU-101 for a Ma/or
Modification or Minor Modification Application form available at httos //deg nc oov/about/dmsions/energv-
mineral-land-resources/energy-mineral-la nd-rules/stormwater-pros ra m/post-construction
B PERMITTEE INFORMATION
If changes to the permittee orproject name have been made, please complete either the Permit Update form
or the Permit Transfer form available at httos //deg nc gov/about/dwisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction State Stormwater Permits do not
automatically transfer with the sale of the property
1 Current Permit Holders Company Name/Organization HDI Holdings, LLC
2 Signing Officials Name Robert Huth
3 Signing Official's Title Manager
4 Mailing Address PO 1489
City Wrightsville Beach State NC ZIP 28480
5 Street Address 1430 Commonwealth Dr Suite 301
City Wilmington State NC ZIP 28403
6 Phone 9( 10 ) 5896999 Email bobhuth53@gmail corn
SEP 2 9 2021
BY
Stormwater Permit Renewal Form Page 1 of 3 May 11 2018

C SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORIM Only applications packages that
include all required items listed below will be accepted and reviewed
Initial each item below to indicate that the required information is provided in the application package
MRB 1 A permit application processing fee of $505 00 payable to NCDEQ
MRB 2 One original signed hard copy and one electronic copy of this completed form The signing official
named on this application to represent the current permittee must meet one of the following
a Corporation — a principle executive officer of at least the level of vice-president
b Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G S 57D "North Carolina Limited Liability Company Act
c Public Entity — a principal executive officer ranking official or other duly authorized employee
d Partnership or limited partnership — the general partner
e Sole proprietor, or
f Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity
on file 3 One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR including deed restrictions protective covenants
condominium/planned community declaration and easements If the project has been built include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded If
the project has not been built include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date
MRB 4 O&M Agreements, Please select one
0 I have a copy of the current recorded O&M Agreement for all SCMs and 1 will continue to
keep this on file with the permit or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me I agree to keep this on file with the permit
N/A 5 Designer Certifications Please select one
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed or
The project has not yet been built
N/A 6 [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed sealed and dated letter from a licensed professional stating that the SCMs have been
inspected and that they have been built and maintained in accordance with the permit
MRB 7 [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC)
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation which supports the titles and positions held by the persons listed in
Section C 2 per 15A NCAC 2H 1043(3)(b)
https //www sosnc gov/online services/search/by title/ Business Registration
ttC�tlCp �' eL::'�I
SEP 2 9 2021
BY
Stormwater Permit Renewal Application Form Page 2 of 3 May 11 2018

D PERMITTEE'S CERTIFICATION
I Robert Huth the person legally responsible for the permit certify that I have
a copy of the Permit and O&M Agreement on sde (or I will obtain a copy and it will be kept on site) that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M A t andppproved plans I agree to notify DEMLR of any problems with the SCMs
or built upon area a ubmtt the pfoper forms to modify or transfer the permit pnor to any changes to the
protect SCMs, or wn hip �p(�j in ,anon provided on this permit renewal application is to the best of my
knowledge corr ct an mp e t
Signature Date —
NOTA IZATION
I OC'I L, aGl
Nov-4 C r ra l l ng County of NUO
that kcberi H (-4k
this the 3 day of s�2(�eth�Qi
execution of the to official seal
LORI L BAILEY
NOTARY PUBLIC
(Notary Seal) NEW HANOVER COUNTY
STATE OF NORTH CAROLINA
Notary Signature
My commission expires Cq
a Notary Public for the State of
do hereby certify
personally appeared before me
20 21 and acknowledge the due
za Iwo
SEP 19 1011
BY
Stormwater Permit Renewal Application Form Page 3 of 3 May 11 2018

r- DEMLR USE ONLY I I "
Date Received
Fee Paid
Permit Number
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H 1045(3), the current permit holder shall renew their high density permit 180 days
poor to its expiration Renewed permits are valid for a period of 8 years per Session Law 2011-398 (S8 781)
Section 60 (c) This application form is for permit renewals only
A PROJECT INFORMATION
1 State Stormwater Permit Number SW8 070817
2 Project name Pelican Point
3 Project street address 402 N Lake Park Blvd
City Carolina Beach County
4 What if any, changes have been made to the project as permitted?
New Hanover ZIP 28428
None
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at https //deo nc aov/about/diwsions/energy-
minera I-land-resources/ene rgv-mineral-la nd-rules/stormwater-program/post-construction
B PERMITTEE INFORMATION
If changes to the permiffee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at https //deg no gov/about/divisions/enemy-mineral-land-
resources/energy-mineral—land-rules/stormwater-prQ�Lram/post-construction State Stormwater Permits do not
automatically
property
1 Current Permit Holders Company Name/Organization Pelican Point CB, LLC
2 Signing Officials Name Charles Poindexter II
3 Signing Official s Title Manager
4 Mailinq Address 7923 Reunion Road
City Wilmington State NC ZIP 28411
5 Street Address (same as above)
City State
6 Phone 9( 10 ) 6204672 Email ccpn@mac com
ZIP
SEP 2 9 2021
By
Stormwater Permit Renewal Form Page 1 of 3 May 11 2018

C SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2 USMP, Non -Coastal HQW/ORW) Only applications packages that
include all required items listed below will be accepted and reviewed
Initial each item below to indicate that the required information is provided in the application package
MRB 1 A permit application processing fee of $505 00 payable to NCDEQ
MRB 2 One original signed hard copy and one electronic copy of this completed form The signing official
named on this application to represent the current permittee must meet one of the following
a Corporation — a principle executive officer of at least the level of vice-president,
b Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G S 57D "North Carolina Limited Liability Company Act,"
c Public Entity — a principal executive officer, ranking official, or other duly authorized employee
d Partnership or limited partnership — the general partner,
e Sole proprietor or
f Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity
on file 3 One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including deed restrictions, protective covenants
condominium/planned community declaration and easements If the project has been built include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded If
the project has not been built include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date
MRB 4 O&M Agreements Please select one
X❑ I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit, or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me I agree to keep this on file with the permit
N/A 5 Designer Certifications Please select one
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division, or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed or
X❑ The project has not yet been built
N/A 6 [IF APPLICABLE] If the project has been built one original hard copy and one electronic copy of a
signed sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit
MRB 7 [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC)
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State
or other official documentation which supports the titles and positions held by the persons listed in
Section C 2 per 15A NCAC 2H 1043(3)(b)
Stormwater Permit Renewal Application Form Page 2 of 3 May 11 2018

D PERMITTEE'S CERTIFICATION
I Charles Poindexter, II the person legally responsible for the permit certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site) that I am
responsible for the performance of the maintenance procedures and the site has been and will be maintained
according to the O&M Agreement and approved plans I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
protect SCMs or ownership All information provided on this permit renewal application is to the best of my
knowledge correct and complete
Signature _ �' yC�/� Date !!�F
NOTARIZATION
I Lor I L �t 11 Q,
(UdrA WIUI ni S County of N2l
that Chor in 'Po m d e,y,+Lr L
this the I q 4A day of 5?,Q4 2M her
execution of the to officiz
;NNEW
RI L. BAILEY
OTARY PUBLIC
(Notary Seal) ANOVER COUNTYF NORTH CAROLINANotary Signature
My commission expires
a Notary Public for the State of
do hereby certify
personally appeared before me
20 `�I , and acknowledge the due
seal,
Stormwater Permit Renewal Application Form Page 3 of 3 May 11 2018

Permit Numbel- G{/o
(to be provided by DWQ)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM pf wA7F,q
MAA Ci :wNTECKSTORMFILTER SUPPLEMENT
NCDENR ENGINEERED SOLUTIONS o
This form must be filled out on line, printed and submitted with all of the required Information
Make sure to also fill out and submit the Required Items Checklist (Section 111) and the 08M Aqreement
Project name
Pelican Point
Contact name
Howard Resnik
Phone number
910-791-4441
Date
May 8, 2017
Drainage area number
1
Site Characteristics
Drainage area (AD)
Impervious area
% Impervious (IA)
Design rainfall depth (RD)
Peak Flow Calculations
1 yr 24 hr runoff depth
1 yr, 24 hr intensity
Pre development 1 yr, 24 hr runoff
Post development 1 yr 24 hr runoff
Pre/Post 1 yr, 24 hr peak control
Storage Volume
Design volume (WOV)
Adjusted water quality volume (WOVAd)
Volume contained before filter
Runoff Coefficient (Rv)
Mass loading calculations
Mean Annual Rainfall P
Agency required TSS% removal
Percent Runoff Capture (% capture)
Event Mean Concentration of Pollutant, EMC
Filter System
Cartridge height
Specific Flow Rate q
SHWT elevation
Bottom of the Storm Filter vault elevation
Clearance (d$,.,,,,)
Time to drain the StormFilter (t)
Time to drain the Stom llter (t)
SUMMARY
Maximum Treatment Flow Rate, cis
Number of Cartridges
Additional Information
Does volume in excess of the design volume bypass the filter?
Is an off line flow splitting device used?
If draining to SA waters Does volume in excess of the design volume flow
evenly distributed through a vegetated filter?
What is the length of the vegetated filter?
Does the design use a level spreader to evenly distribute flow?
Is the BMP located at least 30ff from surface waters (50ft 9 SA waters)?
Are the vegetated side slopes equal to or less than 31
Is the BMP located in a recorded drainage easement with a recorded access
easement to a public Right of Way (ROW)?
2451300ftz OK
24,364 00 ftz
99 4% %
100 in
383
In
016
in/hr
000
fit"/sec
201
ft3/sec
201
ft3/sec
1,91100 ft3
1,43325fit" OK
1 477 00 fit"
0 94 (undless)
5700 in
85 00%
an nn%
F F ,� S�' 6 �A —i
MAY 10 200
BY-------
70 00
mg/I
(Suggestion Use 60 for residential 70 for Commercial 100
for Industrial)
1800
in
012
gpm/if
2 78 fit amsl
3 00 fit amsl
022
696 hours
'IllselficieLt dramage time or the discharge
rate from the system
must be conbo t the post-0evelopment rate is no greater
0 29 days
man Me pre-0evelopment rate
ear 24 hour rain event
002
p CvrG�S��
revc� tAQ-
5
S
11 00
NHS
C-N
y
YorN
OK
y
YorN
OK
n
YorN
E
N/A
ft
YorN
y
Y or N
OK
y
Y or N
OK
y
Y or N
OK
Fonn SW401 StomiFdter Rev 1 2012Aug Parts I and 11 Project Design Summary Page 1 of 1

Permit No
(to be provided by DWQ)
III,REQUIRED ITEMS CHECKLIST
r�
Please indicate the page or plan sheet numbers where the supporting documentation can be found An incomplete submittal
package will result In a request for additional information This will delay final review and approval of the project Initial
in the space provided to indicate the following design requirements have been met If the applicant has designated an agent, the
agent may initial below If a requirement has not been met, attach justification
Initials Page/ Plan
Sheet No
EG t 1 Plans (1° = 50' or larger) of the entire site with labeled drainage area boundaries
System dimensions (length, width, and depth) for the filter chamber,
Maintenance access,
Flow splitting device,
Proposed drainage easement and public right of way (ROW),
Design at ultimate build out,
Off site drainage (if applicable), and
Boundaries of drainage easement
�G 2 2 Plan details (1' = 30' or larger) for StormFilter showing
System dimensions (length, width, and depth),
Maintenance access,
Flow splitting device,
Vegetative filter strip dimensions and slope (if SA waters),
Proposed drainage easement and public right of way (ROW),
Design at ultimate build out,
Off site drainage (if applicable), and
Boundaries of drainage easement
�c 2 3 Section view of the StormFilter Vault (1/4" =1'0" or larger) showing
Depth(s) of the vault containing StormFilter cartridges,
- Number of cartridges,
Cartridges specifications,
- SHWT elevation, and
- Outlet pipe
M/s Iv 4 4 A soils report that is based upon an actual field investigation and soil borings The results of the soils
report must be verified in the field by DWQ, by completing & submitting the sails investigation request
form County soil maps are not an acceptable source of soils information
0 64ccs 5 Supporting calculations (including drainage calculations)
M!5— oom 6 Signed and notarized operation and maintenance (0&M) agreement
AP3 AK 7 A copy of the deed restrictions (if required)
MAY 10 2017
BY
Form SW401 Sand Filter Rev 5 2009Sept17 Part III Page i of 1

Permit No o Wyt 07o,11 I
(to be provided by D WQ)
DWR
NC ENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM ,
401 CERTIFICATION APPLICATION FORM
INFILTRATION TRENCH SUPPLEMENT
This form must be filled out printed and submitted
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information
I PROJECT INFORMATION
Project name Pelican Point
Contact person James R Honeycutt Jr PE
Phone number M 350-0631
Date 6/26/2016
Drainage area number 1
11 DESIGN INFORMATION
',:"
Site Characteristics
Drainage area
33 964 00
fe
Impervious area
25 226 00
ft
Percent impervious
74 3%
%
Design rainfall depth
1 00
in
Peak Flow Calculations
1 yr 24 hr rainfall depth
383
in
1 yr, 24-hr intensity
016
in/hr
Pre -development 1 yr 24-hr discharge
004
ft3/sec
Post development 1 yr, 24 hr discharge
009
ft3/sec
Pre/Post1 yr 24 fir peak flow control
005
ft3/sec
Storage Volume Non SA Waters
Minimum volume required
203300
ft3
Volume provided
4 082 00
ft3 OK for non -SR waters
Storage Volume SA Waters
15 runoff volume
ft3
Pre -development 1 yr, 24 hr runoff volume
ft3
Post -development 1 yr 24-hr runoff volume
It,
Minimum volume required
It,
Volume provided
ft3
Soils Report Summary
Sod type
Infiltration rate
SHWT elevation
Trench Design Parameters
Drawdown time
Perforated pipe diameter
Perforated pipe length
Number of laterals
Stone type (f used)
Stone void rabo
Stone is free of fines?
SAND
1250 inflir
278 fmsl
004
days OK
600
in
1 065 80
It
4
No 57
04
Y
(Y or N) OK
ECE® UY
AUG 12 2016
BY --� ---
Form SW401 Infltnation Trench Rev 4 Parts I & 11 Design Summary Page 1 of 2

Permit No
(to be Provided by DWQ)
Trench Elevabons
Bottom elevation
350 fmsl Raise basin bottom Must be at least 2 ft above SHWT
Storageloverflowelevabon
475 fmsl
Top elevation
475 fmsl
Trench Dimensions
Length gong dimension)
1 06580 ft
Width (short dimension)
7 66 N5 ft
Height (depth)
125 ft OK
Additional Information
Maximum volume to each inlet into the trench)
039
ac in
OK
Length of vegetative filter for overflow
000
It
Filter is too short, must be > 30 ft
Number of observation wells
3
OK
Distance to structure
000
ft
Too close to structure, must be minimum of 15 ft downgradient
Distance from surface waters
3000
ft
OK for non SA waters
Distance from water supplywell(s)
>100
ft
OK
Separation from impervious soil layer
It
Depth of naturally occunng soil above SHWT
266
ft
OK
Bottom covered with 4 in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Trench wrapped with geotextile fabncv
Y
(Y or N)
OK
Pretreatment dewce provided
catch basin
GENE
IN
AUG 12 2016
Form SW401 Infiltration Trench Rev 4 Parts I & 11 Design Summary Page 2 of 2

Permit No
(to be provided by DWQ)
III REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found An incomplete submittal package Vail
result in a request for additional information This will delay final review and approval of the project Initial in the space provided to
indicate the following design requirements have been met If the applicant has designated an agent the agent may initial below If a
requirement has not been met, attach justification
r9�
Pagel Plan
Sheet No
Gi-C3
G3
Plans (1" - 50' or larger) of the entire site showing
Design at ultimate budd-out
- OH -site drainage (d applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Trench dimensions,
Pretreatment system,
High flow bypass system
Maintenance access,
Proposed drainage easement and public nght of way (ROW)
Overflow device and
Boundaries of drainage easement
2 Partial plan (1" = 30' or larger) and details for the infiltration trench showing
Bypass structure,
Maintenance access,
Basin bottom dimensions,
Basin cross-sechon with benchmark for sediment cleanout
- Flow distribution detail for inflow,
Vegetated filter, and
- Pretreatment device
3 Section view of the infiltration trench (1' = 20' or larger) showing
- Pretreatment and treatment areas and
- Inlet and outlet structures
4 A table of elevations areas incremental volumes & accumulated volumes to verify the volume provided
5 A soils report that is based upon an actual field investigation soil bonngs and infiltrabon tests The
results of the soils report must be venfied in the field by DINO by completing & submitting the soils
investigation request form County soil maps are not an acceptable source of soils Information
2
G 3 9 6 A construction sequence that shows how the infiflation basin will be protected from sediment until the
entire drainage area is stabilized
P.'" t 3 7 The supporting calculations
8 A copy of the signed and notarized operation and maintenance (0&M) agreement
9 A copy of the deed restriction (if required)
FcFI E
JUL 15 2016 d
BY
Form SW401-Infiltration Trench Rev 4 Part III Required Items Checklist Page 1 of 1

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
In accordance with Title 15 NCAC 2H 1000 and S L 2006-246, the Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
built -upon area consistent with the design criteria used to size the stormwater control facility
I, Charles Poindexter II , acknowledge, affirm and agree by my signature below, that I
will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot within
the project known as PELICAN POINT
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number_SW8 070817 , as issued by the Division of Energy,
Mineral and Land Resources under the Stormwater Management Regulations
2 The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit
3 These covenants are to run with the land and be binding on all persons and parties claiming
under them
4 The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Energy, Mineral and Land Resources
5 Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Energy, Mineral and Land Resources
6 The maximum allowable built -upon area per lot is 24,364. square feet
*Note If the BUA per lot vanes, please substitute the following statement for the one above and
provide a complete listing of the proposed BUA for each lot
The maximum built -upon area per lot, in square feet, is as listed below
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools
7 All runoff from the built -upon areas on the lot must drain into the permitted system This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system Lots that will naturally
drain into the system are not required to provide these additional measures
8 The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Energy, Mineral and Land Resources
and receive a permit prior to construction
`9 The project and each lot will maintain a 30** foot wide vegetated buffer between all impervious
areas and surface waters
**50 foot for projects located in the 20 coastal counties
MAY 10 Z017
BY
Form DRPC-1 Rev 2 05Nov2009 Page t of 2

High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
a Notary Public in the
appeared
before me this the (,C'm day of 20_A]_, and acknowledge
the cAe execution of the foregoing instrument Witn ss my hand and official seal,
ig ature
My Commission expires
SEAL
USA RACKLEY
NOTARY PUBLIC
NEW HANOVER COUNTY, NC
MY COMMISSION EXPIRES OCTOBER 24, 20-
MAY 10 ZOU
BY
Form DRPC-1 Rev 2 05Nov2009 Page 2 of 2