SW8070817_HISTORICAL FILE_20170524

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 010 81-1
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 n ri 5 2.4
YYYYMMDD

Energy Mineral &
Land Resources
ENVIRONMENTAL QUALITY
May 24 2017
ROY COOPER
Governor
MICHAEL S REGAN
Secretary
TRACY DAVIS
Director
Charles C Poindexter, 11, Manger Robert Huth, Manager
Pelican Point CB LLC Developer I IDl Holdings, LLC, Property Owner
7923 Reunion Rd 5929 Market St
Wilmington, NC 28411 Wilmington, NC 28405-3615
Subject State Stormwater Management Permit No SW8 070817
Pelican Point
High Density CONPECH Stormfilter Project
New HdnONer Count
Dear Mr Poindexter and Mr Huth
The Wilmington Regional Office received a complete modified State Stormwater Management Permit
Application for Pelican Point on May 22, 2017 Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title
15A NCAC 2H 1000 We are forwarding modified Permit No SW8 070817 dated May 24, 2017, for the
construction, operation and maintenance of the BMP's and built -upon area associated with the subject
project
This permit shall be effective from the date of issuance until October 12, 2021, and shall be 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,
certification of the BMP's procedures for changing ownership, transferring the permit, and renewing the
permit Failure to establish an adequate system for operation and maintenance of the stormwater
management system, to record deed restrictions, to certify the BMP's, to transfer the permit or to renew
the permit, will result m future compliance problems 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
The following modifications are included and covered by this permit
1 A revised site layout resulting in no net increase in the amount of built -upon area
2 The stormwater control measure (SCM) has been re -designed to be a Contech Stormfilter The
overall size of the SCM has not increased
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 I-IDI 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 fhe
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
%iolation 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
Stale of Nonh Carolina I En,nonmental Quallq I Energy Mineral and Land Rtsources
Wilmington RLgional O(net 1127 Cardinal Drive Extension I wdminglon NC 28405
910 796 7215

State Stormxxater Permit No SW8 070817
Page 2 of 2
If any parts, requirements, or limitations contained m this permit arc unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAl1) The written petition must conform to Chapter 150B of the North Carolina General Statutes, and
must be filed with the OAH within thirty (30) days of receipt of this permit You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the ffhng process
at 6714 Mail Service Center, Raleigh NC 27699-6714 or x to telephone at 919-431-3000, or visit their
website at www NCOAH corn Unless such demands are made this permit shall be final and binding
If you have any questions, or need additional information concerning this matter please contact Christine
Hall in the Wilmington Regional Office at [phone]
Sinccrely
Lt
�y Davis Al , Director
Division of Energy Mineral and Land Resources
GDS/cash \\\Stormwater\Permits & Prolects\2007\070817 HD\2017 05 permit 070817
cc Ho«ard Resnik, CSD Engineering
New Hanoxer Countv Building Inspections
Nea Hanoxer County Engineering
Brian Stanberry, Town of Carolina Beach
Din ision of Coastal Management
Wilmington Regional Office Storm"ater File
State of North Carolina I Environmcntal Qualitj I Energy Mmcial and Land Resources
Wiimmgton Regional Office 1127 CardinalOrne Extension I Wilmington NC 28405
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 N Lake Park Blvd, Carolina Beach, New Hanover County
17e]Gi1.lq
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 (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
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
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
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 7

State Stormwater Management Systems
Permit No SW8 070817
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, ft'
Offsite, ft2
056
24,513
0
b
Total Impervious Surfaces, ft2
Onsite ft2
Offsite ft'
24,364
24,364
0
c
Design Storm inches
1 0
d
Water Quality Volume, ft'
1,911
e
Adjusted Water Quality Volume, ft3
1,433
f
Permitted Storage Volume W
1,477
g
Detention System
Pipe Diameter ft
Pipe Length, ft
2
470
h
TSS Removal Efficiency %
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
6 96
p
Max Treatment Flow Rate, cfs
0 02
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
1 No person or entity, Including the permittee, shall alter any component of the approved
stormwater system shown on the approved plans unless and until the Division has
approved of the revised plan
2 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
3 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
4 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
5 Records of maintenance activities must be kept and made available upon request to
authorized personnel of DENR The records will indicate the date, activity, name of
person performing the work and what actions were taken
Page 2 of 7

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
7 The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data
8 Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications,
and other supporting documentation Any deviations from the approved plans and
specifications must be noted on the Certification A modification may be required for
those deviations
9 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
10 The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below
a Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc
b Redesign or addition to the approved amount of built -upon area or to the
drainage area
c Further development, subdivision, acquisition, lease or sale of any, all or part of
the 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
e The construction of any future BUA listed on the application
11 Prior to transfer of the permit, the stormwater facilities will be inspected by Division
personnel The project and the stormwater facility must be in substantial compliance
with all permit conditions Any items not in substantial compliance must be repaired,
replaced or restored to design condition prior to the transfer Records of maintenance
activities performed to date will be required
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 070817
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
Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the stormwater rules, is subject to enforcement
action as set forth in NCGS 143, Article 21
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
3 In the event that the facilities fail to perform satisfactorily 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
Additional or replacement stormwater management systems shall receive a permit
from the Division prior to construction
4 This permit is not transferable to any person or entity except after notice to and
approval by the Director The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division of Energy, Mineral and Land Resources at least 60
days prior to any one or more of the following events
a An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made subject
to the recorded deed restrictions,
b The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256,
c Bankruptcy,
d Foreclosure, subject to the requirements of Session Law 2013-121,
e Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e)
and NCGS 57D-6-07,
f A name change of the current permittee,
g A name change of the project,
h A mailing address change of the permittee,
5 The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request Neither the sale of the project, in whole
or in part, nor the conveyance of common area to a third party constitutes an approved
transfer of the stormwater permit
6 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
7 The permit issued shall continue in force and effect until modified, revoked, terminated
or renewed The permit may be modified, revoked and reissued or terminated for
cause The filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition
8 Approved plans, calculations, supplement forms, operation and maintenance
agreements and specifications for this project are incorporated by reference and are
enforceable parts of the permit A copy of the approved plans and specifications shall
be maintained on file by the Permittee at all times
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 070817
Unless specified elsewhere, permanent seeding requirements for the stormwater
controls must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
10 The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules and regulations contained in Session Law 2008-211, Title
15A NCAC 2H 1000 and NCGS 143-215 1 et al
11 The permittee shall submit a permit renewal application request 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
Permit modified and reissued this the 24'h day of May 2017
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 070817
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 070817
Pelican Point
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 project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 070817
Certification Requirements
The drainage area to the system contains approximately the permitted acreage
2 The drainage area to the system contains no more than the permitted amount
of built -upon area
3 All the built -upon area associated with the project is graded such that the runoff
drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The bypass structure weir elevation is per the approved plan
6 The bypass structure is located per the approved plans
7 All slopes are grassed with permanent vegetation
8 Vegetated slopes are no steeper than 3 1
9 The inlets are located per the approved plans and do not cause short-circuiting
of the system
10 The permitted amounts of surface area and/or volume have been provided
11 All required design depths are provided
12 All required parts of the system are provided
13 The required system dimensions are provided per the approved plans
cc NCDEQ-DEMLR Wilmington Regional Office
New Hanover County Building Inspections
Page 7of7

pf3_r M ,< F3a +'�'DEMLR USE ONLY- ar
Date Received
Fee Paid
Permit Number
s-/o -
00 , oo
O O
Applicable Rules XCoastal SW -
9 5 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ 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 farm may be photocopted far 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)
MAY 10 2011
City Carolina Beach County BY Zip
3 Directions to project (from nearest major intersection)
4 Latitude 31 0 Oa ' 1 7 " N Longitude 77 ° Si ' 37 " W of the main entrance to the project
II PERMIT INFORMATION
1 a Specify whether project is (check one) ❑New ❑Modification ❑ Renewal w/ Modificationt
+Renewals 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)8-12-16 and the status of
construction ®Not Started ❑Partially Completed* ❑ Completed* *provide a designer s certification
2 Specify the type of project (check one)
❑Low Density ®High 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)
®CAMA 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 Permit It 20-16 dated 2-8-16
Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S L 2012-200, Part VI http //oortal ncdenr org/web/Ir/rules-and-regulations
Form SWU-101 Version Oct 31, 2013 Page l of 6

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 project)
Applicant/Organization Pelican Point CB. LLC
Signing Official & Title Charles Poindexter II, Developer / M r.,na.e o.r
b Contact information for person listed in item la above
Street Address 7923 Reunion Road
City Wilmington State NC Zip 28411
Mailing Address (if applicable)
City State Zip
Phone (910 ) 620-4672 Fax ( )
Email ccun®mac corn
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 property that the project is located on)
Property Owner/Organization HDI Holdings, LLC
Signing Official & Title Robert Huth, Manager
b Contact information for person listed in item 2a above
Street Address 1430 Commonwealth Dr, Suite 301
City Wilmington
State NC
Zip 28403
Mailmg Address (if applicable) P O Box 1489
City Wrightsville Beach
State NC
Zip 28480
Phone (910 ) 538-6999
Fax (
)
Email bobhuth53@gmad com
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
i
Other Contact Person/Organization HDI Holdings, LLC
Signing Official & Title David Thompson, CFO
b Contact information for person listed in item 3a above
Mailmg Address 1430 Commonwealth Dr, Suite 301
City Wilmington
State NC
Zip 28403
Phone (910 ) 619-6858
Fax ( )
Email dt1000ec rr corn
4 Local jurisdiction for building permits
Point of Contact
Fonn SWU-101 Version Oct 31, 2013 Page 2 of 6

1 t I. , '

IV PROJECT INFORMATION
1 In the space provided below, briefly summarize how the stormwater runoff will be treated
Stormwater will be collected in stormwater collection pies that will discharge into a manifold system of 24"
pipes to hold the water quality volume which will flow through a CONTECH Stonnfilter for treatment pnor
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 rights, 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 White Oak River basm
4 Total Property Area 0 97 acres 5 Total Coastal Wetlands Area acres
6 Total Surface Water Area acres
7 Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area`
097 acres
Total project area shall be calculated to exclude thefollowing the normal pool of impounded structures, the area
between the banks of streams 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 = %
9 How many drainage areas does the project have?l (For high density, count 1 for each proposed engineered
stormwater BMP For low density and other projects, use 1 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 Informati6n­' <¢
Drainage Area 1-
Drama" a Aria,
Drainage Area _ '
Drama a Area'"'
Receiving Stream Name
CB Yacht Basin
Stream Class *
SB
Stream Index Number *
18-87-312
Total Drainage Area (sf)
24,513
On -site Drainage Area (sf)
24,513
Off -site Drainage Area (sf)
Proposed Impervious Area** (sf)
24,364
% Impervious Area** (total)
994
Im envious'*rSurface-AreaCA, i
Drainage Area `�
,Diamag e Area 1 L
Drama a"Area =
Drainage Area"
On -site Buildmgs/Lots (so
10,493
On -site Streets (sf)
On -site Parking (sf)
12,061
r74n")w
On -site Sidewalks (so
810
LAAV
Other on -site (sf)
IL
Future(so
1000
Off -site (so
Existing BUA*** (sf)
Total (sf)
24,364
* Stream Class and Index Number can be determined at htt� aortal_ ncdenr ororg[webhaq/ys/tau/classifications
Form SWU-101 Version Oct 31, 2013 Page 3 of 6

*** Report only that amount of existing BUA that will remain after development Do not report any existing BUA that
is to be removed and which will be replaced by new B UA
11 How was the off -site impervious area listed above determined? Provide documentation
Protects in Union County Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 1 SA 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 The latest versions of the forms can be downloaded
from http //portal ncdenr org/web/wq/ws/su/bmp-manual
VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mmeral 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 may be found by locating project on the
interactive online map at http //1ortal ncdenr org/web/wq/ws/su/maps )
Please indicate that the following recurred 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 from http //portal ncdenr org web/wq/ws/su/statesw/forms_docs
Imtials
1 Original and one copy of the Stormwater Management Permit Apphcahon Form A5
2 Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants /1!3
Form (if required as per Part VII below)
3 Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M /VW
agreement(s) for each BMP
4 Permit application processing fee of $505 payable to NCDENR (For an Express review, refer to /M
http / /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/managementfor
the project This is required in addition to the brief summary provided in the Project
Information, item 1
6 A USGS map identifying the site location If the receiving stream is reported as class SA or the �3
receiving stream drams to class SA waters within ih mile of the site boundary, include the iA
mile radius on the map
7 Sealed, signed and dated calculations (one copy)
8 Two sets of plans folded to 8 5" x 14" (sealed, signed, & dated), including
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 tidal
waters, and any coastal wetlands landward of the MHW or NHW Imes
• 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 L�a
h It --
I
Site Layout with all BUA identified and dimensioned
k Existing contours, proposed contours, spot elevations, finished floor elevationsAY ' a 2� �� a
1 Details of roads, drainage features, collection systems, and stormwater control
m Wetlands delineated, or a note on the plans that none exist (Must be delineatequalifiedperson Provide documentation of qualifications and identify the per --
made the determination on the plans
Form SWU-101 Version Oct 31, 2013 Page 4 of 6

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I
,

n Existing drainage (including off -site), drainage easements, pipe saes, runoff calculations
o Drainage areas delineated (included in the main set of plans, not as a separate document)
p Vegetated buffers (where required)
Copy of any applicable soils report with the associated SHWT elevations (Please identify N/A
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and bormg logs Include an 8 5"x11" copy of the NRCS County Soils map with the
project area clearly delineated For projects with infiltration BMPs, the report should also
include the soil 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] )
10 A copy of the most current property deed Deed book Page No /v/q
11 For corporations and limited liability corporations (LLC) Provide documentation from the NC ry/A
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
hU / /www secretary state nc us/Corporations/CSearch asI2x
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 //portal 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 Howard Resnik
Consulting Firm CSD Engineering
Mailing Address
City Wilmington
Phone (910 ) 791-4441
Email howard®csd-engmeermg com
State NC Zip 28406
Fax (910 ) 791-1501
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) Robert Huth , certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Information, item la) Charles Poindexter, If with (print or type name of organization listed in
Contact Information, item la) Pelican Point CB, LLC to develop the project as currently proposed A copy of
the lease agreement or pending property sales contract has been provided with the submittal, w ich udiciLtesthe
party responsible for the operation and maintenance of the stormwater system RF e!!r=
MAy 10 IN
BY
Form SWU-101 Version Oct 31, 2013 Page 5 of

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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 pe i is a iolabon of NC General Statue 143-2151 and may result in appropriate enforcement
action includm ass s nt of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215 6
Signature Date -TL d o f
a Notary Public for the State of %V+�') C(Ay6ira. County of
ryWo �GN10)��Qj,,✓ , do hereby certify that �t:)0U ' N \Wl personally appeared
before me this T Hay of 0 on and ac��owledge the � due execution of the application for
a stormwater permit Witness my hand and official seal, CA i i�/�lA �Y1 /Y
usARAcia.Ev
NOTARYPUBUC
NEW HANOVER CAUNIY, NC
NIY COMMISSION IXPIRES OC'fOBER 24, 2oJ1
X APPLICANT'S CERTIFICATION
SEAL
My commission expires 10 IAY In
I, (pent or h pe name of person listed in Contact Information, item 1a) Charles Poindexter, II
certify that the information included on this permit application form is, to the best of my 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 s� ('//`% 1D,ate
I,, 1 1 S� _ a Notary Public for the State otf� NL1J trl (tiA VU� I i�C County of
IVY�11 �(A Vl 1�1� ✓, do hereby certify that C�AJi C �� i f1Lte e✓i ( personally appeared
before me this day of D�� 02N n , and a nowledge the, ndue execution of the application for
a stormwater permit Witness my hand and official seal ✓ I JI /1/liA iX X/ V
USA RACK0
NOTARYPUBUC
NEW HANOVER COUNTY, NC
MY COMMISSION IXPIRES OCTOBER 24,20U
SEAL
My commission expires
MAY 10 21717
BY
Form SWU-101 Version Oct 31, 2013 Page 6 of 6

MEMORY TRANSMISSION REPORT
TIME 05 24-2017 10 24
FAX NO 1 9103502004
NAME Mainfax
FILE NO
368
DATE
05 24 10 21
TO
a 97911501
DOCUMENT PAGES
9
START TIME
05 24 10 21
END TIME
05 24 10 24
PAGES SENT
9
STATUS
OK

STORMWATER MANAGEMENT
CALCULATIONS
EC EIVE
for MAY 2 2 20117
BY --
PELICAN POINT
PREPARED FOR
PELICAN POINT CB, LLC.
7923 Reunion Road
Wilmington, NC 28411
Prepared by
CSD ENGINEERING
PO Box 4041
Wilmington, NC 28406
Phone [phone]
Fax [phone]
License # C-2710
CAROB /
��J\Q\.�
oFEss/oy��,
�✓
_ # SEAL
jL
025483 —
iyO��VQ111ty
Howard Resnik, P E

C o NTECH®
ENGINEERED SOLUTIONS
Design Engineer
Date
Site Information
Project Name
Project State
Project Location
Drainage Area Ad
Impervious Area, Ai
Pervious Area, Ap
% Impervious
Runoff Coefficient Rv
Water Quality Volume Calculations
Design storm rainfall depth Rd
Water quality volume WQV
Storage Component Calculations
Capture 75% of WQV
Pretreatment credit (estimated or calculated) %pre
Mass loading calculations
Mean Annual Rainfall, P
Agency required % removal
Percent Runoff Capture (% capture)
Mean Annual Runoff Vt
Event Mean Concentration of Pollutant EMC
Annual Mass Load, Mtgt,(
Filter System
Filtration brand
Cartridge height
Cartridge Quantity Calculation
Mass removed by pretreatment system Mp.
Mass load to filters after pretreatment Mp,,,1
Estimate the required filter efficiency Efiltar
Mass to be captured by filters Mflt,r
Maximum Cartndge Flow rate Q.,
Mass load per cartridge M.d (Ibs)
Number of Cartridges required Nm,,,
Maximum Treatment Capacity
SUMMARY
Determining Number of
Cartridges for Volume -Based
Design in NC
LRS
Blue Cells = Input
5/19/2017
Black Cells = Calculation
Pelican Point
ECEIVS
North Carolina
Carolina Beach
r MAY 2 2 20V
0 56 ac
056 ac
000
BY
99%
094
=0 05+0 9*(Ai/Ad)
1 0 in
1,911 ft3
=Ad*Rv*Rd*(43560/12)
1,433 113
=0 75*WQV
30%
57 in
85%
90%
98,505 ft'=P*Ad*Rv*(43560/12)*%capture
70 0 mg/I (Suggestion UseWforresidenaal Mfor Commemial 100fortndustnal
430 20 Ibs =EMC*Vt'(28 3)*(0 000001)*(2 2046)
StormFilter
18 in
129 Ibs
=Mtotal * %removal
301 Ibs
=Mtotal - Mpre
79%
=1+(%removal - 1)/(1 - %pre)
237 Ibs
=Mpassl * Efilter
75 gpm =q * (7 5 ft2/cartr(dge)
36 Ibs
=lookup mass load per cartridge
7
=ROUNDUP(Mfilter/Mcart 0)
012
=Nmass*(Qcart/449)
Maximum Treatment Flow Rate cfs 012
Cartridge Flow Rate gpm 75
Number of Cartridges 7
02008 CONTECH Stomiwater Solugons
wnte hstomiwater wm 1 of 1

May 22, 2017
Christine Hall
N C Department of Environment
And Natural Resources
DEMLR
127 Cardinal Drive Extension
Wilmington, NC 28405
Re Stormwater Permit Modification
Comment Response
Pelican Point (SW8 070817)
New Hanover County
CSD Project No 17-0395
Dear Christine
CSD
ENGINEERING
AfAY 22 2417
We are in receipt of your comments dated 5/18/17 for Pelican Point The first item has been resolved, as you informed
us that you had located the 0&M Item two is addressed in this submittal Enclosed please find
— One (1) copy of the revised Contech Stormfilter Design Sheet / Stormwater Calculations
Thank you for your assistance Please contact us if you have any questions or require any additional information
Sincerely,
Mike Broyhill
cc Pelican Point CB, LLC
3805 Cherry Avenue Wilmington, NC 28403 - 910 7914441- www csd-engineering com — License # C-2710 �/�,■ CSD
V' FNtlMEENXO

Hall, Christine
From Hall, Christine
Sent Thursday May 18 2017 348 PM
To Mike Broyhill
Cc Rodney Wright
Subject RE request for additional information - Pelican Point, SW8 070817
My apologies I had flipped through the items 2 or 3 times and didn't see it When I lust looked, I found it stuck to
another document
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
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 Mike Broyhill [madto mike@csd-engineering com]
Sent Thursday, May 18, 2017 2 54 PM
To Hall, Christine <Christine Hall@ncdenr gov>
Cc Rodney Wright <rodney@csd-engineering com>
Subject request for additional information - Pelican Point, SW8 070817
Christine,
Rodney informed me that you could not find the original 0&M in the package I am sure it was there I have attached a
copy of it that I scanned before I delivered the submittal package back to you on the 101" I hope this will be sufficient
Let me know if you need anything else Thank you for your assistance
Mike
Mike Broyhill
Engineering Technician/Inspector
(� � CSD

Energy Mineral&
Land Resources
ENVIRONMENTAL QUALITY
May 18, 2017
Charles C Poindexter
Pelican Point CB, LLC
7923 Reunion Rd
Wilmington NC28411
ROY COOPER
Governor
MICHAEL S REGAN
\ Secretary
TRACY DAVIS
Director
❑, Manger Robert I loth Manager
Developer HDI Holdings, LLC, Property Owncr
5929 Market St
Wilmington, NC 28405-3615
Sub3ut Request for Additional Information
Storm" ater Project No SW8070817
Pelican Point
NcK Ilanover County
Dear Mr Poindexter and Mr Huth
fhe Wilmington Regional Office received and accepted a modified Express State Stormwater
Management Permit Application for Pelican Point on May 10 2017 A preliminary in-depth review of
that information has determined that the application is not complete The following information is needed
to continue the stormwater review
I 15A NCAC 0211 1042(2)0) An operation and maintained (O&M) agreement could not be found
in the submittal Please provide a signed and notarized O&M agreement If it desired to use the
DEMLR provided O&M agreement please note that Contech stormfilters are included under the
proprietary system category
✓2 15A NCAC 02H 1042(2) Please confirm the water quality volume is presented consistently
between the supplement, Contech results, and the CDS calculations Also, please confirm that
there are no rounding errors causing the inconsistencies
3 Due to the relatively minor nature of these comments, the express additional information review
fee has been waived
Pleasc keep in mind that changing one number may change other numbers and require the calculations,
supplements, and other supporting documentation to be updated Verify all numbers are correct to ensure
consistency in the application documents
Please note that this request for additional information is in response to a preliminary review I he
requested information should be received in this Office prior to May 25, 2017, or the application will be
returned as incomplete If the project is returned and you wish to re -submit to the Express Program you
will need to reschedule the project through the Express Coordinator for the next available review date and
will need to resubmit all of the required items at that time, including the application fee
If you need additional time to submit the information, please email or fax your request for a time
extension to the Division at the email address or fax number at the bottom of this letter 1 he request must
indicate the date by which you expect to submit the required information, which shall be no later than 5
business days past the original due, date
I he construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation ofNCGS 143-215 1 and is subject to enforcement
action pursuant to NCGS 143-215 6A
State of North Carolma I Cnvironmental Quaht) I Energy Mineral and Land Resources
Wilmington Regional Ofnct 1127 Cardinal Drive Extension I Wilmington NC 28405
910 796 7215

State Stormwater Perm ltNo SW8 070817
Page 2 of 2
Please label all packages and cover letters as Express and reference the project name and State assigned
project number on all correspondence If you have any questions concerning this matter, please feel free
to call me at [phone] or email me at Christine hall@ncdenr gov
Sincerely
wjl�
Christine Ifall
Cnvtronmental Engineer
GDS/canh \\\Stormwatcr\Permits R 1rojects\2007\070817 1 fD\2017 05 addmfo 070817
cc I loward Resnik, CSD I'ngmeering
Wilmington Regional Office Stonnwater File
State of Nnrtll Carolina I rnvn onOx ntal Quality I Energy Mmcral and Land R( som ees
Wiliningtun Region al Office 1 127 Cardinal Drive Ex le nson I N11mington NC 28405
910 796 7215

III
Hall, Christine
From Hall, Christine
Sent Thursday, May 18 2017 12 57 PM
To Howard Resnik (howard@csd-engineering com), Rodney Wright, Charles Poindexter
Cc Weaver, Cameron
Subject request for additional information - Pelican Point, SW8 070817
Attachments 2017 05 addinfo 070817 pdf
Gentlemen,
Attached is a pdf of the request for additional information for the subject project There are lust two minor items that
need to be addressed Please let me know if you have any questions or concerns
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
—i>-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

Corporations Division
Page 1 of 1
MIT110.11771min
North Carolina
Elaine F Marshall DEPARTMENT OFTHE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh NC 27626-0622 [phone] Account
Login
Create
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
Registered Agent
Corporate Addresses
1530809
Current Active
Current
Domestic
7/14/2016
January
Poindexter Charles C II
Principal Office 7923 Reunion Road
Wilmington NC 28411 9266
Reg Office
7923 Reunion Road
Wilmington NC 28411 9266
Reg Mailing
PO Box 1489
Wrightsville Beach NC 28480 1489
Mailing
PO Box 1489
Wrightsville Beach NC 28480 1489
Company Officials
All LLCs are managed by their managers pursuant to N C G S 57D 3 20
Chief Financial Officer David Thompson
PO Box 1489
Wrightsville Beach NC 28480
Account
https //www sosnc gov/Search/profcorp/12278138 5/18/2017

Corpordtlons Division
Page 1 of 1
North Carolina
Elaine F Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh NC 27626-0622 (919P07 2000
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 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
Registered Agent
Huth Robert W
Corporate Addresses
Principal Office 1430 Commonwealth Dr Suite 301
Wilmington NC 28403-0365
Reg Office
1430 Commonwealth Dr Suite 301
Wilmington NC 28403 0365
Reg Mailing
PO Box 1489
Wrightsville Beach NC 28480 1489
Mailing
PO box 1489
Wrightsville Beach NC 28480 1489
Company Officials
All LLCs are managed by their managers pursuant to N C G S 57D 3 20
Manager Robert W Huth
P O Box 1489
Wrightsville Beach NC 28480
Account
Login
Create
Account
https//www sosnc gov/Search/profcorp/7987150 5/18/2017

STORMWATER MANAGEMENT
CALCULATIONS
for
PELICAN POINT
PREPARED FOR
PELICAN POINT CB, LLC
7923 Reunion Road
Wilmington, NC 28411
Prepared by
&11
CSD ENGINEERING
PO Box 4041
Wilmington, NC 28406
Phone [phone]
Fax [phone]
License # C-2710
CARW,/
ojsssioy��
SEALCL
_
025483 —
iy �'yQINE�p
fR
Howard Resnik, P E 'fly/n
MAY 10 2017
BY

CSD
ENGINEERING
Storm Water Narrative
May 2017
PROJECT NAME Pelican Point (SW8 070817)
PROJECT DESCRIPTION This submittal is for a major modification to change the approved infiltration trench BMP to a
CONTECH Stormfilter Currently the permitted design has the infiltration trench located underneath the proposed
building The owners would like to change the design so the stormwater system is not located underneath the building
The project will have direct access onto DOT maintained North Lake Park Blvd The project is not located within X mile
of SA waters and water and sewer will be available through the Town of Carolina Beach
Stormwater from the site will dram to Carolina Beach Yacht Basin, SB located in the White Oak River Basin (Index # 18-
87-31 2) The project is high density and will be treated with a high density BMP The site will utilize a collection system
that discharges into an underground chamber system designed to contain the required Water quality volume then
release the water through a CONTECH Stormfilter Chamber system for treatment Proposed impervious for the site is
99%
PROJECT BMP CONTECH Stormfilter
STORMWATER ENGINEER/CONSULTANT
CSD-Engineering
PO Box 4041
Wilmington, NC 28406
Rodney Wright
rodney@csd-engineering com
910 7914441 office
910 7911501 fax
3805 Cherry Avenue -Wilmington, NC 28403 - 910 7914441- www csd-engineering com — License # C-2710 & I CSD
wnxeewxa

0
PROJECT DATA:
Existing Site Data (within Stormfilter drainage delineation)
Existing wetlands 0 0 sf (0 0 acres)
Existing uplands 24,513 sf (0 56 acres)
Total proposed project area 24,513 sf (0 56 acres)
Proposed Site Data
Proposed Building 10,493 sf (0 24 acres)
Proposed parking 12,061 sf (2 57 acres)
Proposed pool deck 810 sf (0 02 acres)
future 1,000 sf (0 02 acres)
Total proposed impervious area 24,364 sf (0 56 acres)
Soil Types Within Project Limits
Abbreviation Type and Description Hydrologic Group Area
U Urban Land A 0 56 ac
(See attached sods map)

Pelican Point
PROPOSED IMPERVIOUS ON SITE WITHIN DRAINAGE AREA TO STORMFILTER
area to basin =
24 513 sf
=
0 56 acres
Asphalt
12 061 sf
0 28 ac
building =
10 493 sf
0 24 ac
concrete pool deck =
810 sf
0 02 ac
future =
1 000 sf
0 02 ac
total =
24,364 sf
0 56 ac
total imp = 24 364 sf 0 56 ac
percent imp = 99 4 %
1 0" VOLUME DETERMINATION
DETERMINE IMPERVIOUS PERCENTAGE TO CARTRIDGE SYSTEM
DETERMINE RUNOFF COEFFICIENT (Rv)
I = 994 percent impervious
Rv = ?(runoff coefficient inches per inch)
Rv= 005+0009(1)
Rv = 094 infin
DETERMINE VOLUME
design storm = 1 inch
Rv = 094 mlm
drainage area = 056 acres
volume = 9
volume = (design storm)(Rv)(drainage area)
volume = 0 04 acre-ft
1 0" volume = 1,911 cf of required storage volume
Adjusted Water Quality Volume = 1,433 cf that must be contained
PIPE STORAGE - STORAGE TABLE
pipe size (in) = 24
pipe length (ft) = 470
pipe invert elevation (ft) = 3
TOTAL PIPE
WD
area/DA2
STAGE
ELEVATION
STORAGE
(FT)
(CF)
0
0
0 000
300
-
0 1
00409
0200
320
77
02
01118
0 400
340
210
03
01982
0 600
360
373
04
02934
0 800
380
552
05
03927
1 000
400
738
06
04920
1200
420
925
07 -
05872
1 400
440
1 104
08
06736
1 600
460
1 266
09
07445
1 800
480
1 400
1
07854
2000
500
1 477
1 0" VOLUME STORAGE (elev 5 0) =
1,477 cf
CSD ENGINEERING
PO BOX 4041
WILMINGTON NC 215408

DRAWDOWN TIME
reference CONTECH Discharge Flow Rate Spreadsheet (attached in calcs)
Discharge = 0 058 CFS or 5 011 CIF/DAY
Storage Required =1,433 CF or
1 433 / 5 011 = 0 29 days
CSD ENGINEERING
PO BOX 4041
WILMINGTON NC 28406

w���%u�ewu•
y i � - &vr■
.i 4► � _ ■ ram►.. -
CONSTRUCTION PRODUCTS INC.
Pelican Point
Carolina Beach, NC
Discharge Flow Rate from StormFilter
Volume StormFilter Restrictor Disc — Dia = 0 43" = 0 037'
At 10' of Head
The Volume StormFilter restrictor disc is calibrated to flow at 7 5 gpm at 10' of head (1 gpm/sf or less
for all cartridge sizes)
Q = M 2Gh
r 0 037 2 l )( )
Q = (0 61) 4 � 2(32 2 10
Q = 0 017cfs = 7 5GPM
Pelican Point
Wont Case
During the worst case scenario, there is 2 5' of head available on the orifice when the water quality
elevation is reached at elevation 5 0'
Q = cA 2Gh
Q = (0 61)r 0 0372 )TJ 2(32 2)(2 5)
Q = 0 008cllfs = 3 74GPM
So, with 2 5' of head available, each cartridge will discharge 3 74GPM, or 0 008 cfs Since 3 74GPM is
less than the 1 GPM/sf flow rate of 7 5 GPM for the 18" Cartridge, the mass loading calculations are
preserved and 7 cartridges are suitable for this site
With 7 cartridges, the total StormFilter discharge outflow rate is 0 058 cfs during the worst case
scenario
www contechstormwater com
CoNli
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Sometimes it is desirable to establish an equivalent orifice diameter to represent the StormFilter in
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when designed on a volume basis
Q = cA 2Gh
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0 058 = (0 61) n 2(32 2)(2 5)
D=0098'=117"
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through the Volume StormFdter in routing calculations when required
www contechstormwater corn
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May 9, 2017
Christine Hall
N C Department of Environment
And Natural Resources
DEMLR
127 Cardinal Drive Extension
Wilmington, NC 28405
Re Stormwater Permit Modification
Pelican Point (SW8 070817)
New Hanover County
CSD Project No 17-0395
Dear Christine
CSD
ENGINEERING
ECEI E
MAY r m 2017
BY II qJ
This submittal is for a modification to the existing stormwater permit for Pelican Point Enclosed please find
— Two (2) copies of revised sheets ECl — EC4, Drainage Area and Grading Plan
— One (1) copy of the Stormwater Calculations
— One (1) original and one (1) copy of the Stormwater Management Permit Application Form
— One (1) copy of the Contech Stormfilter Supplement
— One (1) original and one (1) copy of the Deed Restrictions
— One (1) original O & M form
— $4,000 Review Fee, Check #1001
Thank you for your assistance Please contact us if you have any questions or require any additional information
Sincerely,
Mike Broyhill
cc Pelican Point CB, LLC
3805 Cherry Avenue - Wilmington, NC 28403 - 910 7914441- www csd-engineering com — License # C-2710 (`_^)/,■ CSD
V- I FNGMEENNO

Coastal Management
ENVIRONMENTAL QUALITY
MEMORANDUM
TO Heather Coats
DCM Major Permit Assistant Coordinator, Wilmington
FROM Courtney Spears 0
DCM Field Representative, Wilmington
THRU Debra D Wdson�)Ll )
DCM District Manager, Wilmington
DATE April 4, 2017
ROY COOPER
Governor
MICHAELS REGAN
Secretary
BRAXTON C DAVIS
Director
1z 1W
E
APR 05 2017
SUBJECT Permit Modification Request to State Permit No 20.16, HDI Holdings, LLC, 402 N Lake Park Blvd,
Carolina Beach, in New Hanover County
Mr Michael White acting agent for HDI Holdings, LLC, is requesting a minor modification to State Permit No
20-16, for the expansio_and repositioning of thin .rmlttP wt bnlldmg, removal of a portion driveway, reconfiguration
of the pier, floating dock, and walkway, reduction of the pool deck, and extension of the bulkhead
State Permit No 20-16 was originally issued February 8,2016 for construction of a docking facility adjacent to
Myrtle Grove Sound, a bulkhead, excavation, and upland development This permit is currently due to expire on
December 31, 2019
This office has no objection to the modification of State Permit No 20-16 Mr White has submitted a check
(check No 1011) in the fee amount of $100
By copy of this memo, DCM is requesting that the USACE, DWR, and DEMLR provide any comments
that your agency may have on the proposed project to Heather Coats of DCM's Wilmington office within 14
days of receipt of this memo
Enclosures
cc DCM-MHC
Tyler Crumbley, USACE
Robb Mars, DWR
Linda Lewis, DEMLR
Jeremy Hardison, LPO
State of North Carolina I Environmental Quality I Coastal Management
Wilmington Office' 127 Cardmal Drive E#enswn I Wilmington Vorth Carolina 28405
9107%7215

To NCDEQ Division of Coastal Management
Attn Courtney Spears
127 Cardinal Drive Ext
Wilmington, NC 28405-3845
From RHI Holdings, LLC
C/O Michael White (Agent)
6 Sandpiper St
Wrightsville Beach, NC 28480
Re Pelican Point #20-16 / CAMA Minor Modification
Date April 4, 2017
Via Hand Delivery
Ms Spears,
On behalf of my client and owner of the proposed "Pelican Point" project, HDI Holdings LLC,
we are requesting a minor modification to our existing CAMA permit #20-16 The original
srteplan with noted changes, the plans depicting the changes and copy of certified mailing of
notification/waiver sheet provided by Division of Coastal Management have been included The
proposed changes under this minor modification are highltted in yellow and notated in red on the
original
The proposed building changes include
• The expansion of the footprint of the building by approximately 3' in width through the
main body of the building
• The building will also be repositioned in the center of the property creating new setbacks
from the side property lines of approximately 17' each on the north and south side of the
building
• The driveway extending along the north side of the building has been eliminated and the
new end of pavement line is noted
• Moved storm -water storge from under building and into parking area with slight
modification to parking layout
In addition to the change in the building footprint and setbacks, there have been some minor
modifications to the water -dependant structures as well
• A separate drawing has been provided (Bulkhead and Pier Layout Schematic) which
details these changes
• The modifications shown include the reconfigured pier head which was previously long
and narrow and vaned in width which is now square in shape
• The floating dock has been extended in an "L" shape alongside of the pier head and
connecting back to the original floating dock
RECEIVED
DCM WILMINGTON, NC
APR 0 4 2017

• The previously shown wooden walkway running parallel to and behind the bulkhead wall
has been eliminated and the wooden walkway to the pier from the pool area has been re-
aligned to connect the wood pool deck directly to the pier with no offset as previously
shown
• The bulkhead wall has also been extended north at an angle to terminate at the adjecent
property, this wall was previously shown as "future bulkhead wall" with a dashed line
• A new detail has been provided on the engineered Bulkhead and Pier Plan (A/S2 0)
showing the option for contractor to place rip -rap at the base of the bulkhead to reduce
sheet pile length to 14'
• The size of the wood pool deck within the 30' MHWL Setback has been reduced in size
to be less than 200 square feet within the setback (187 sq ft )
NOTE The 30' MHWL setback has been confirmed and platted from the basin bulkhead on the
adjeacent property (south)
Notices of these proposed changes were sent via certified mail with return reciept to the adjacent
riparian owners listed here
Mr Dennis Barbour
c/o CB Marina
620 St Josephs St
Carolina Beach, NC 28428
Mr and Mrs Don Greeson
400 N Lake Park Blvd
Carolina Beach, NC 28428
If you have any questions or concerns regarding these changes please contact me directly, my
email address is michaelwaurbansmartgrowth net and phone [phone]
Sincerely
Michael C White
Hollingsworth & White, Inc
General Contractors
RECEIVED
DCM WILMINGTON, NC
APR 0 4 2017

r
Hall, Christine
From Howard Resnik <howard@csd engineering com>
Sent Wednesday, March 22 2017 1118 AM
To Hall, Christine, Charles Poindexter
Cc Weaver Cameron, Rodney Wright Contact
Subject RE Pelican Point - SW8 070817
1995 rules We should remain at or under the originally permitted BUA
Thanks
Howard Resnik, PE, LEED® AP
CSD tl
3805 Cherry Avenue
Wilmington, NC 28403
910 791 4441 office
910 540 0959 mobile
910 791 1501 fax
www csd-engineering com
PLEASE NOTE THAT OUR EMAIL ADDRESSES HAVE CHANGED My new email address is howard@csd-
engineering com Please update my contact information for future correspondence Thank you
It is the professional opinion of CSD Engineering that this electronic information provides design information current as of the date of its release It is the
responsibility of the receiver of this document to examine it and determine whether it is the information requested In the deliverance of this file we make
no promise as to the usability or compatibility of this file This file shall not be considered a certified document
From Hall, Christine [mailto Christine Hall@ncdenr gov]
Sent Wednesday, March 22, 2017 10 55 AM
To Howard Resnik <howard@csd-engineering com>, 'Charles Pomdexter' <ccpii@mac com>
Cc Weaver, Cameron <cameron weaver@ncdenr gov>, Rodney Wright Contact <rodney@csd-engineering com>
Subject RE Pelican Point - SW8 070817
This permit was originally approved under the 1995 version of the rules As long as you are not increasing the BUA or
size of the stormwater measure, then the project can remain vested to those rules However, there is the option of
applying under the 2008 set or the 2017 set Which set will this project be attempting to apply under?
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
-% Nothtng 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 Howard Resnik [mailto howard csd-engineering com]
Sent Wednesday, March 22, 2017 10 52 AM
To Hall, Christine <Christine Hall@ncdenr gov>, 'Charles Poindexter' <ccpit@mac com>
Cc Weaver, Cameron <cameron weaver@ncdenr gov>, Rodney Wright Contact <rodnev@csd-engineering com>
Subject RE Pelican Point - SW8 070817
Christine,
Are you asking new/recent rule change new rules vs old rules, or older rule change? We are redesigning utilizing a
Contech Storm Filter So we want to go with whichever rules require less storage, hence minimizing underground
storage of stormwater upstream of the filter vault
Howard Resnik, PE, LEED" AP
O I csd
3805 Cherry Avenue
Wilmington NC 28403
910 7914441 office
910 540 0959 mobile
910 791 1501 fax
www csd-engineering com
PLEASE NOTE THAT OUR EMAIL ADDRESSES HAVE CHANGED My new email address is howard@csd-
engineering com Please update my contact information for future correspondence Thank you
It is the professional opinion of CSD Engineering that this electronic information provides design information current as of the date of its release It is the
responsibility of the receiver of this document to examine tt and determine whether it is the information requested In the deliverance of this file we make
no promise as to the usability or compatibility of this file This file shall not be considered a certified document
From Hall, Christine [mailto Christine Hall@ncdenr gov]
Sent Wednesday, March 22, 2017 9 58 AM
To Howard Resnik (howard@csd-engineering com) <howard@csd-engineering com>, Charles Poindexter
<ccpii@mac com>
Cc Weaver, Cameron <cameron weaver@ncdenr gov>
Subject Pelican Point SW8070817

Howard,
Cameron approached me with the express request for a modification to the subject project Can you confirm which set
of rules are you attempting to apply under?
Thanks]
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 hallCc ncdenr gov
127 Cardinal Drive Ext
Wilmington NC 28405
0- --:'"Nothing Compdres <_
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
No virus found in this message
Checked by AVG - www av g com
Vernon 2016 0 8007 / Virus Database 4767/14162 - Rcicase Date 03/22/17
No virus found in this message
Checked by AVG - www av g com
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3

0

Fo DEO Use ONLY /
Rev
e«e
North Carolina Department of Environmental Quality
aQ1
see
Request for Express Permit Review
mein,.EO.
onf,�
FILL IN all the information below and CHECK the Permits) you are requesting for express review Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
package of the project location Please include this form in the application package
• Asheville Region Alison Davidson 828 296 4698,ahson davidson(i ncdenrgov related to this Project
• Fayetteville or Raleigh Region David Lee 919 791 4203, davd lee(iilncdenr goy
• Mooresville or Winston Salem Marcia Allocco 704 235 2107, marcia alloccofaMcdenr goy SW 070817
Washington Region Lyn Hardison 252 948 3842 orlon hardisonncdenrgov Sw
(d
SW A[Csz
• Wilmington Region Cameron Weaver 910 796 7303 or Cameron weavertgncdenr goy NPDES
NOTE Project application received after 12 noon will be stamped in the following work day wQ NPDES _ f2 I\
1
Project Name PELICAN POINT County NEW HANOVER 'Ai0_
Applicant CHARLES POINDEXTER Company HDI HOLDINGS LLC E&S_
Address PO BOX 1489 City WRIGHTSVILLE BEACH, State NC Zip 28480 E&S
Phone [phone] Fax _ _ Email cc n@mac com Other
Physical Location 400 N LAKE PARK BLVD CAROLINA BEACH NO
Project Drains into SB waters - Water classification 18 87 312 (DWR Surface Water Classifications Mao)
Project Located in WHITE OAK River Basin Is project draining to class ORIN waters? n within X, mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
EngmeerlConsultant HOWARD RESNIK Company CSD ENGINEERING
Address PO BOX 4041 City WILMINGTON Stale NO Zip 28406 _
Phone [phone] Fax [phone] Email howard@csd engineering com
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE 1 3
JOBS
SECTION ONE REQUESTING A SCORING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR ❑ DCM ❑ DEMLR ❑ OTHER
SECTION TWO CHECK ONLY THE PROGRAM IS) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ IntermitlentlPerennial Determination _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear fl or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Vanance
® State Stormwater ❑ General ❑ SFR ❑ SFR < 1 ac ❑ Bkhd & Bl Rmp, ❑ Clear & Grub, ❑ Uldity ❑ Other
❑ Low Density ❑ Low Density Curb & Gutter _ # Curb Outlet Swales ❑ Off site [SW (Provide permit #))
❑ High Density Detention Pond _ # Treatment Systems ❑ High Density Infiltration _ #Treatment Systems
❑ High Density Sio Retention _ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
® High Density Other _ # Treatment Systems/® MOD ® Major ❑ Minor ❑ Plan Revision ❑ Redev Exclusion SW (Provide permit #)
❑ 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 # & Amt (for DEC use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scopinq and express meeting request)
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed ® Yes ❑ No
US ACOE Approval of Delineation completed ® Yes ❑ No
Received from US ACOE ® Yes ❑ No
I ni DI D u.e
Fee Split for multiple permits Check#
Buffer Impacts ❑ No ❑ YES acre(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process wl US ACOE ❑ Yes ❑ No Permit
Fee Amount
SUBMITTAL DATES
Fee
I SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mal ❑ Min)
S
SW (❑ HD, ❑ LD, ❑ Gen)
$
401
S
Los
$
Stream Deter
S
NCDEQ EXPRESS March 2016

CSD
ENGINEERING
Storm Water Narrative
March 2017
PROJECT NAME Pelican Point (SW8070817)
PROJECT DESCRIPTION This submittal is for a major modification to change the approved infiltration trench BMP to a
CONTECH Stormfilter Currently the permitted design has the infiltration trench located underneath the proposed
building The owners would like to change the design so the stormwater system is not located underneath the building
The project will have direct access onto DOT maintained North Lake Park BLVD The project is not located within % mile
of SA waters and water and sewer will be available through the Town of Carolina Beach
Stormwater from the site will drain to Carolina Beach Yacht Basin, SB located in the White Oak River Basin (Index # 18
87-31 2) The project is high density and will be treated with a high density BMP The site will utilize a collection system
that discharges into an underground chamber system designed to contain the required Water quality volume then
release the water through a CONTECH Stormfilter Chamber system for treatment Proposed impervious for the site is
58%
PROJECT BMP CONTECH Stormfilter
STORMWATER ENGINEER/CONSULTANT
CSD Engineering
PO Box 4041
Wilmington, NC 28406
Rodney Wright
rodnev@csd engineering com
910 7914441 office
910 7911501 fax
3805 Cherry Avenue Wilmington NC 28403 9107914441 www csd engineering com—License#C 2710 ! ICSD
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