SW8060806_HISTORICAL FILE_20150325

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 0K0 08 01,p
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2015 O 3 2�J
YYYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald van der Vaart
Governor Secretary
March 25, 2015
F Stewart Pittman, Member/Manager
Pleasure Island Partners, LLC
PO Box 623
Wrightsville Beach, NC 28480
Subject State Stormwater Management Permit No SW8 060806
Sea View
High Density Commercial Infiltration Trench / Redevelopment Project
New Hanover County
Dear Mr Pittman
The Wilmington Regional Office received a complete, modified State Stormwater Management
Permit Application for Sea View on March 9, 2015 Staff review of the plans and specifications
has determined that the project, as proposed, will comply with the Stormwater Regulations set
forth in Session Law 2008-211 and Title 15A NCAC 2H 1000 We are forwarding Permit No
SW8 060806 dated March 25, 2015, 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 September 22, 2020, 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 in
future compliance problems
The modifications covered by this permit include
The addition of a redevelopment component to the project When the original project
was permitted in 2006, it did not receive any credit for the existing impervious area The
amount of proposed impervious area exceeded the amount of existing impervious area,
therefore, treatment was provided to the maximum extent practicable Since the project
was not built, the permittee was allowed to reapply under the 2008 rules and receive
credit for the existing impervious area
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adtudicatory hearing by filing a written petition with the Office of
Administrative Hearings (OAH) The written petition must conform to Chapter 150B of the
North Carolina General Statutes, and must be filed with the OAH within thirty (30) days of
receipt of this permit You should contact the OAH with all questions regarding the filing fee (if
a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at
www NCOAH corn Unless such demands are made this permit shall be final and binding
Division of Energy, Mineral, and Land Resources
Land Quality Section -Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax [phone]

State Stormwater Management Systems
Permit No SW8 060806
If you have any questions, or need additional information concerning this matter, please
contact Linda Lewis in the Wilmington Regional Office at [phone]
Sin rely,
7o4 Tracy Davis, P E , Director
Division of Energy, Mineral and Land Resources
GDS/arl G 1WQIShared\Stormwater\Permits & Protects120061060806 HD12015 03 permit 060806
cc David L Menius, P E , Stroud Engineering
Town of Kure Beach Building Inspections
New Hanover County Engineering
Wilmington Regional Office Stormwater File
Page 2 of 9

State Stormwater Management Systems
Permit No SW8 060806
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Pleasure Island Partners, LLC
Sea View
637 Fort Fisher Boulevard, Kure Beach, New Hanover County
FOR THE
redevelopment of existing built -upon areas and for the construction, operation and
maintenance of one (1) infiltration trench in compliance with the provisions of Session
Law 2008-211 and 15A NCAC 2H 1000 (hereafter 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 and considered a part of this
permit
This permit shall be effective from the date of issuance until September 22, 2020, and
shall be subject to the following specified conditions and limitations
I DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This infiltration trench stormwater system has been approved for the
management of stormwater runoff as described in Section 17 of this permit The
stormwater control has been designed to handle the runoff from 24,481 square
feet of impervious area
3 The proposed infiltration system is permitted under Section 1008 (h) of the
stormwater rules, the Alternative Design Criteria The proposed system provides
equal or better control of stormwater, equal or better protection of surface waters
and results in no increased potential for nuisance conditions The infiltration
system can store at least 2 5 times the minimum design storm, therefore neither
an LSNFS nor an offlme bypass are required
4 The infiltration system drainage area will be limited to the amount of built -upon
area indicated in Sections 12 and 17 of this permit, and as shown on the
approved plans There is no future built -upon area allocation for the infiltration
trench
Page 3 of 9

State Stormwater Management Systems
Permit No SW8 060806
The proposed project contains existing built -upon areas that are excluded from
State Stormwater permitting requirements as set forth in Section 2 (d)(3) of
Session Law 2008-211, effective October 1, 2008, and the stormwater rules
under Title 15A NCAC 2H 1000, as amended, under the following conditions 1)
The project must be constructed as shown on the plans approved by the
Division, 2) The proposed (untreated) built -upon area of 16,363 square feet does
not exceed the existing built -upon area of 16,363 square feet, and, 3) The
proposed stormwater control, piped collection to a piped roadside ditch, provides
equal protection of surface waters as the existing stormwater control, which was
sheet flow over existing impervious surfaces to existing drop inlets into a partially
piped roadside ditch Of the 16,363 amount, only 13,948 sf is proposed to be
untreated at this time, leaving 2,415 square feet available for future construction
outside of the infiltration trench drainage area
6 The project shall provide a minimum 30'
wide vegetated buffer adjacent surface
waters, measured horizontally from and
perpendicular to the normal pool of
impounded structures, the top of bank of
streams and rivers, and the mean high
water line of tidal waters
7 The following design criteria have been
permitted for the infiltration trench
system and must be provided and maintained at design condition
a Drainage Area, 9cres
079
Onsite, ft
34,397
Offsite, ft2
0
b Total Impervioug Surfaces, ft2
24,481
Onsite, ft
24,481
Offsite, ft2
0
c Design Storm, inches
30
d Trench Length, feet
800
e Trench Width, feet
100
f Trench Depth, feet
1 0
Bottom Elevation, FMSI2
130
h Bottom Surface Area, ft
800
1 Top Elevation, FMSL
140
j Perforated Pipe Diameter, in
4"
k Perforated Pipe Length, ft
240 0 (3 80' each)
I Storage Piping & Structures
418 If — 4 "0 , 7 x 100 cf each
m Permitted Storage Volume, W
5,953 (ind structures & 48" pipe)
n Type of Soil
Newhan
o Expected Infiltration Rate, in/hr
200
p Seasonal High Water Table, FMSL 11 0
q Pump type
Myers SSM331
r Total Head, feet
100
s Design Pump Rate, gpm
280
t Time to Draw Down, hours
48
u Receiving Stream/River Basin
Atlantic Ocean / CPF00
v Stream Index Number
99-3
w Classification of Water Body
"SB"
II SCHEDULE OF COMPLIANCE
1 The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface
2 The runoff from all built -upon area within the permitted drainage area of the
infiltration trench must be directed into the permitted stormwater control system
Page 4 of 9

State Stormwater Management Systems
Permit No SW8 060806
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 follow the approved Operation and Maintenance Agreement
in its entirety, and shall provide and perform the listed operation and
maintenance procedures at the specified intervals to assure the permitted
stormwater system functions at optimum efficiency
5 Records of maintenance activities must be kept for each permitted BMP The
reports will indicate the date, activity, name of person performing the work and
what actions were taken These records must be provided prior to transfer of the
permit to the unit owner's association
6 The facilities shall be constructed in accordance with the conditions of this
permit, the approved plans and specifications, and other supporting data
7 All stormwater collection and treatment systems must be located in public rights -
of -way, common areas or recorded easements The final plats for the project will
be recorded showing all such required rights -of -way, common areas and
easements, in accordance with the approved plans Access to the stormwater
facilities shall be maintained via appropriate easements to the nearest public
right-of-way at all times
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 permitted system 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
The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Redesign or addition to the approved amount of built -upon area or to the
drainage area
c Further development, subdivision, acquisition, lease or sale of any, all or
part of the project area
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
10 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
1 Approved plans, application, supplement forms, Operation and Maintenance
agreements, design calculations and specifications for this project are
incorporated by reference and are enforceable parts of the permit
Page 5 of 9

State Stormwater Management Systems
Permit No SW8 060806
2 A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times
3 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 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,
b The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256,
c Bankruptcy,
d Foreclosure,
e Dissolution of the partnership or corporate entity,
f A name change of the current permittee,
g A name change of the project,
h A mailing address change of the permittee,
4 The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request
5 Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the stormwater rules is subject to
enforcement procedures in accordance with NCGS 143, Article 21
6 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
7 In the event that the facilities fad to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
8 The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
9 The permit issued shall continue in force and effect until revoked or terminated
The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
10 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
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
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
12 The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit The renewal request must include the
appropriate documentation and the processing fee
Page 6 of 9

State Stormwater Management Systems
Permit No SW8 060806
Permit modified and reissued this the 25`h day of March, 2015
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
L\C
D vision of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 7 of 9

State Stormwater Management Systems
Permit No SW8 060806
Sea View
Stormwater Permit No SW8 060806
New Hanover County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the protect,
(Protect)
for (Protect Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the protect
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No SW8 060806
Certification Requirements
1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the project is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The bypass structure weir elevation is per the approved plan
6 The bypass structure is located per the approved plans
7 A Trash Rack is provided on the bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 All required design depths are provided
13 All required parts of the system are provided
14 The required system dimensions are provided per the approved plans
cc NCDENR-DEMLR, Wilmington Regional Office
Town of Kure Beach Budding Inspections
Page 9 of 9

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I CURRENT PERMIT INFORMATION
1 Stormwater Management Permit Number SW8 060806
2 Project Name SEA VIEW
3 Current Permit Holder's Company Name/Organization SEA VIEW INVESTMENT GROUP, LLC
4 Signing Official's Name (DISSOLVED, 2010) Title
5 Mailing Address
City State Zip
6 Phone ( ) Fax �)
II. PROPOSED PERMITTEE / OWNER I PROJECT / ADDRESS INFORMATION
This request is for (please check all that apply)
X1 Name change of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete Item 5 below)
x❑ Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
x❑ Mailing address / phone number change (Please complete Item 4 below)
❑ Other (please explain)
1 Proposed permittee's company name/organization PLEASURE ISLAND PARTNERS, LLC
2 Proposed permittee's signing official's name FRANCIS S PITTMAN (Iqr.
3 Proposed permittee's title MEMBER 92w!2g4 -
4 Mailing Address PO BOX 623
City WRIGHTSVILLE BEACH
State NC Zip 28480
Phone ( 910 ) 297 2540 Fax
5 New Project Name to be placed on permit
Please check the appropriate box The proposed permittee listed above is
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features Print name of HOA or
POA in #1 above and provide name of HOA/POA's authorized representative In #2 above)
x❑ The property owner
❑ Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information on page 4)
ECEIVE
OCT 31 2014
SSW N/O Change Rev24Sept2012 Page 1 of 4
4V

III REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal Failure to provide the
listed items 1 This pmay result inand gprocessing delays or denial of the transfer
9 _yy
2 current Legal documentataon ai he property pansnt toha new owang a of,Iowne sh p Heil b `b'otfi the
3 A copy of any recorded deed restrictions, covenants, or easements, if required by the permit
4 The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ
5 If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee
6 The $40 00 processing fee If this is an initial transfer from the original permittee the processing
fee is not required Subsequent ownership transfers will require the $40 00 processing fee
IV CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement
❑ Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit I, , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete
❑ Check here if current permittee is transferring the property to a new owner and will not retain
ownership of the permit
I, , the current permittee, am submitting this application
for a transfer of ownership for permit # I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit I have provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections II and V of this form I
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
package will be returned as incomplete I assign all rights and obligations as permittee to the
proposed permittee named in Sections II and V of this form I understand that this transfer of
ownership cannot be approved by the DWQ unless and until the facility_is.in-compliance with the
permit $EA VIEW -INVESTMENT -GROUP, `ELC WAS DISSOLVED IN 2010 AND THE
(PROPOSED PERMITTEE-AOUIREU THE "PROPERTY FROM A THIRD PARYY'_)
Signature Date
a Notary Public for the State of
County of , do hereby certify that
personally appeared before me this the
day of , 20, and acknowledge the due execution of the
forgoing instrument Witness my hand and official seal, (,,_{Notgr al)
Notary Signature OCT 3 1 2014
Bf
SSW N/O Change Rev24Sept2012 Page 2 of 4

V PROPOSED PERMITTEE CERTIFICATION (This section must be completed by the
Proposed Permittee for all transfers of ownership)
1, FRANCIS S PITTMAN , hereby notify the DWQ that I have acquired
through sale, lease or legal transfer, the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system I
acknowledge and attest that I have received a copy of (check all that apply to this permit)
x❑ the most recent permit
❑ the designer's certification for each BMP
❑ any recorded deed restrictions, covenants, or easements
x❑ the DWQ approved plans and/or approved as -built plans
❑ the approved operation and maintenance agreement
epast maintenance records from the previous permittee (where required)
DWQ stormwater Inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not included, his applic package will be returned as incomplete /
Signature Date 1 D / Z7 I f
1, I/) e I I, e E N 5 a Notary Public for the State of
,J , c
fi r,C�S
2-7
, County of N e w I -la n o vr-r , do hereby certify that
S H nza^ personally appeared before me this the
day of O e i-c b� r-, 20 14 , and acknowledge the due execution of the
forgoing instrument Witness my hand and official seal,
KELLIE E NORRIS
(NoWA�hiWab),c
Notar ignature North Carolina -
New Hanover County
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document Both the lessee / developer and the property
owner will appear on the permit as permittees q�
rou
3 1 2014
BY--- —
SSW N/O Change Rev24Sept2012 Page 3 of 4

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� L

VI PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections II and V of this form Is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form
Printed Name
Organization
Title within the Organization
Street Address
City
Mailing Address
City
Phone
Email
State
(if different from street address)
State
Fax
Zip
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections 11 and V to develop and/or, lease the property A copy
of the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and I will therefore share responsibility for
compliance with the DWQ Stormwater permit As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the property I understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
(NCGS) 143-215 1, and may result in appropriate enforcement action including the assessment of
civil penalties of up to $25,000 per day, pursuant to NCGS 143-215 6
Signature of the property owner
County of
Date
a Notary Public for the State of
do hereby certify that
personally appeared before me this the
day of , 20, and acknowledge the due execution of the
forgoing instrument Witness my hand and official seal,
(Notary Seal)
Notary Signature
'OEUVE
OCT 3 1 2014
BY —
SSW N/O Change Rev24Sept2012 Page 4 of 4

DEMLR USE ONLY
• Date Re eived
Fee Paid
Permit Num er
CGS
Applicable Rules ❑ Coastal SW -1995 ❑ 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 form may be photocopied for use as an original
I GENERAL INFORMATION
1 Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc )
SEA VIEW
2 Location of Project (street address)
637 FORT FISHER BLVD
City KURE BEACH County NEW HANOVER Zip 28449
3 Directions to project (from nearest major intersection)
TAKE US 421 SOUTH TO KURE BEACH PROTECT IS LOCATED ON THE CORNER OF FORT FISHER
BLVD AND KURE VILLAGE WAY
4 Latitude 34' 00' 28" N Longitude 77 54' 10" W of the main entrance to the project
II PERMIT INFORMATION
1 a Specify whether project is (check one) ❑New ®Modification ❑ Renewal w/ Modification
tRenewals 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 number SW8 060806 , its issue date (if known) 9/22/2006 and the status of
construction ®Not Started ❑Partially Completed* ❑ Completed* *promde a designer's certification
2 Specify the type of project (check one)
❑Low Density ®High Density ❑Drains 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 caB15P
obtained by contacting the Customer Service Center at 1-877-623-6748)®��FF
❑CAMA Major ®Sedimentation/Erosion Control 15 ac of j3lsl r_�Area �o�t
❑NPDES Industrial Stormwater ❑404/401 Permit Proposed ImpactsV ..C� 3 \
b If any of these permits have already been acquired please provide the Project Name,
issue date and the type of each permit
5 Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S L 2012-200, Part VI htto //portal ncdenr org/web/lr/rules-and-regulations
Form SWU-101 Version Oct 31, 2013 Page 1 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 PLEASURE ISLAND PARTNERS, LLC
Signing Official & Title
b Contact information for person listed in item la above
Street Address 2518 ROYAL PALM LANE
City WILMINGTON State NC Zip 28409
Mailing Address (if applicable) PO BOX 623
City WRIGHTSVILLE BEACH State NC Zip 28480
Phone (910 ) 297-2540 Fax
Email
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
Signing Official & Title
b Contact information for person Listed in item 2a above
Street Address
City
Mailing Address (if applicable)
City
Phone ( )
Email
State
State
Fax
Zip
Zip
3 a (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project
Other Contact Person/Organization
Signing Official & Title
b Contact information for person listed in item 3a above
Mailing Address
City
Phone
Email
4 Local jurisdiction for building permits
Point of Contact
State
Fax
Phone #
Zip
A
Form SWU-101 Version Oct 31, 2013 Page 2 of

IV PROJECT INFORMATION
1 In the space provided below, briefly summarize how the stormwater runoff will be treated
STORMWATER WILL BE COLLECT ED IN PIPES SIZED TO HOLD 3" OF RUNOFF AND PUMPED TO AN
ADiACENT INFILTRATION GALLERY
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 PUD Approval 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 CAPE FEAR River basm
4 Total Property Area 1 40 acres
Total Coastal Wetlands Area 0 acres
Total Surface Water Area 0 acres
7 Total Property Area (4) - Total Coastal Wetlands Area (5) - rotal Surface Water Area (6) = Total Project
Area* 140 acres
Total project area shall be calculated to exclude the followurgg 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 MHF� lute The resultant project area is used to
calculate overall percent built upon area (BUA) Non -coastal zetlands landzard of the NHW (or MHW) line rimy
be included in the total project area
8 Project percent of impervious area (Total Impervious Area / Total Project Area) X 100 = 65 4 %
9 How many drainage areas does the project have?l (For high density, count 1 for each proposed engineered
stornizoater BMP For low density and other projects, use 1 for the whole properly 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 informahon for each area
provided in the same format as below
Basin Information
Drama e Area 1
Drama e Area 2
Drama e Area _
Drama e Area _
Receiving Stream Name
ATLANTIC
ATLANTIC
Stream Class *
SB
SB
NOTE
Stream Index Number *
99-3
99-3
DA I = BMP
1 otal Drainage Area (so
34,397
26,786
DA 2 = BYPASS
On -site Drainage Area (so
34,397
26,786
Off -site Drainage Area (so
0
0
Proposed Impervious Area** (so
24,481
16,363
Impervious Area** total
712
611
Impervious- Surface Area
Drama e Area 1
Drama e Area 2
Drama e Area _
Drama e Area _
On -site Buildings/Lots (so
12,558
5,956
On -site Streets (so
5,291
687
On -site Parking (so
6,077
4,564
On -site Sidewalks (so
555
873
Other on -site (so
0
0
Future (so
0
2415
Off -site (sf)
0
0
Existing BUA*** (so
0
0
Total (so
24,481
16,363
Stream Class and Index Number can be deterinined at littp //portal nedeur org/web/wq/ps/esu/classi catimis
Impervious area is defined as the built upon area including, but not hmrted to, buildings, roads, parking areas,
sidewalks, gravel areas, etc
Report only that aniount 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 BUA
Form SWU-101 Version Oct 31, 2013 Page 3 of

11 How was the off -site impervious area listed above determined? Provide documentation
Proiects in Union County Contact DEMLR Central Office staff to check fthe project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 15A NCAC 02B 0600
V SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project The latest versions of the forms can be downloaded
from lin //aortal 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, Mineral and
Land Resources (DEMLR) A complete package includes all of the items listed below A detailed application
instruction sheet and BMP checklists are available from
htW //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 httn //portal ncdenr org/web/wq/ws/su/mal2s )
Please indicate that the following required information have been provided by initialing in the space provided
for each item All original documents MUST be signed and uutialed in blue ink Download the latest versions
for each submitted application package from htto / /portal ncdenr org/web/wq/ws/sit/statesw/forms docs
Irtrals
1 Original and one copy of the Stormwater Management Permit Application Form
2 Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form (if required as per Part VII below)
3 Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP
4 Permit application processing fee of $505 payable to NCDENR (For an Express review, refer to
( ti
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
receiving stream drams to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map
1
7 Sealed, signed and dated calculations (one copy)
In
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 ial��aa �s
U E
waters, and any coastal wetlands landward of the MHW or NHW lines
O Y6r E
• Delineate the vegetated buffer landward from the normal pool elevation of 1 ounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal rsOCT 3
1 2014
1 Dimensioned property/project boundary with bearings & distances
Iq
j Site Layout with all BUA identified and dimensioned BY
k Existing contours, proposed contours, spot elevations, finished floor elevations
1 Details of roads, drainage features, collection systems, and stormwater control measures
in Wetlands delineated, or a note on the plans that none exist (Must be delineated by a
qualified person Provide documentation of qualifications and identify the person who
made the determination on the plans
n Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
o Drainage areas delineated (included in the main set of plans, not as a separate document)
Form SWU-101 Version Oct 31, 2013 Page 4 of 6

p Vegetated buffers (where required) k
9 Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing S1'J
elevations and boring logs Include an 8 5"xll" copy of the NRCS County Soils map with the
project area clearly delineated For projects with infiltration BMPs, the report should also (e
include the soil type, expected infiltration rate, and the method of determining the infiltration rate f
(Infiltration Devices submitted to WiRO Schedule a site visit for DEMLR to venfy the SHWT prior
to submittal, [phone] )
10 A copy of the most current property deed Deed book 5838 Page No 435
11 For corporations and limited liability corporations (LLC) Provide documentation from the NC L
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 21-1 1003(e)
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned
http //www secretary state nc us/Corporations/CSearch aspxx
VII DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot If lot sizes vary significantly or the proposed
BUA allocations vary, a table hsting 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 htto //vortal ncdenr org/web/lr/state-stormwater-
forms docs 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 DAVID L MENIUS, PE
Consulting Firm STROUD ENGINEERING, PA
Mailing Address 102-D CINEMA DRIVE
City WILMINGTON State NC Zip 28403
Phone ( 910 ) 815-0775 Fax ( )
Email LMENIUS®STROUDENGINEER COM
IX PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hype name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item la) to develop the project as currently proposed A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system
F-C'EI E
OCT 3 1 2014
BY
Form SWU-101 Version Oct 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days, otherwise I will be operating a stormwater
treatment facility without a valid permit I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-2151 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215 6
Signature
a Notary Public for the State of
do hereby certify that
Date
County of
personally appeared
before me this _ day of , and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal,
SEAL
My commission expires
X APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item la) FRANCIS S PITTMAN
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 �Lkle"nder(N5A WAC 2H 1000 and any other applicable state stormwater requirements
Signature
Date j & , 27 l f't
I, K e l l l e r No r r 15 a Notary Public for the State of N C . County of
IN t w N 5 n c ve r , do hereby certify that Fre n c' 5 S P. tt r^ a n personally appeared
before me this 21 day of D40 j e r 20I i , and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal,
KELLIE E NORRIS
t 0 Notary Public
�North Carolina
New Hanover County
SEAL
My commission expires 3/5/2019
ECE9VER
OCT 3 1 2014
BY
Form SWU-101 Version Oct 31, 2013 Page 6 of 6

ux .uLu�s+.n •w�N s �..
1 ,"'v" It too
„4,, i

'!
Permit No
be promtled by DWQ)
D(ttoo
W
N�C� NR
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
IltPlR O�J HifiI N F.QR MATI O N
Project name
,SEA VIEW SW8 060806
Contact person
!DAVID L MENIUS, PE
Phone number
:910 815-0775
Date
'1013112014 `
Drainage area number
F1 OF 1
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24 hr discharge
Post -development 1-yr, 24-hr discharge
Pre/Post 1-yr, 24 hr peak flow control
Storage Volume Non SA Waters
Minimum volume required
Volume provided
Storage Volume SA Waters
1 5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum volume required
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Trench Design Parameters
Drawdown time
Perforated pipe diameter
Perforated pipe length
Number of laterals
Stone type (if used)
Stone void ratio
Stone is free of fines?
34,397 00
,ft2
24,481 00
Ift2
71 2%
%
300
lin
407 lin
I 017 m/hr
I Ift3lsec
i ift3/sec
ft3/sec
5,938 00 -1ft3
5,95300 :ft3
_ -1 ft3
ft3
Its
ft3
ft3
I NEWHAN ,
1 2000 iin/hr
( 1100 ifmsl
400
24000
i 3
57
40
1 Y
in
OK for non -SR waters
OK
ECEI M' E
(Y or N) OK MAR 0 9 2015
BY
Form SW4 01 -1 nfi Itration Trench Rev 4 Parts I & 11 Design Summary Page 1 of 2

Permit No
(to be provided by DWQ)
Trench Elevations
Bottom elevation
1300
fmsl
OK
Storage/overflow elevation
1100
ifmsl
Top elevation
1400
fmsl
Trench Dimensions
Length (long dimension)1
8000
1ft
Width (short dimension)
1000
1ft
Height (depth)
100
ft
OK
Additional Information
Maximum volume to each inlet into the trench?
0 -0
ac-in
OK
Length of vegetative filter for overflow
ft
Number of observation wells
1
OK
Distance to structure
1500
ft
OK
Distance from surface waters
50000
ft
OK
Distance from water supply well(s)
10000
-ft
OK
Separation from Impervious soil layer
200
ft
OK
Depth of naturally occuring soil above SHWT
200
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 geotextlle fabric?
Y
(Y or N)
OK
Pretreatment device provided
INLET SUMPS
ECEI M C
MAR 0 9 2015
BY
Form SW401 Infiltration Trench Rev 4 Parts I & 11 Design Summary Page 2 of 2

Permit No
III REQUIRED ITEMS CHECKLIST
(to be provided by DWQ)
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 protect 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
Pagel Plan
Inytials
Sheet No
G
1 Plans (1" - 50' or larger) of the entire site showing
- Design at ultimate build -out,
- Off -site drainage (if 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 right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement
_
2—
2 Partial plan (1" = 30' or larger) and details for the infiltration trench showing
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
Z
- Pretreatment device
3 Section view of the infiltration trench (1" = 20' or larger) shoving
- Pretreatment and treatment areas, and
2
- Inlet and outlet structures
4 A table of elevabons, areas, incremental volumes & accumulated volumes to verify the volume provided
5� Sw
5 A soils report that is based upon an actual field investigation, soil bonngs, and infiltration tests The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form County soil maps are not an acceptable source of soils information
1
6 A construction sequence that shows how the mfitlrabon basin will be protected from sediment until the
entire drainage area is stabilized
7 The supporting calculations
1�
8 A copy of the signed and notarized operation and maintenance (O&M) agreement
9 A copy of the deed restrictions (d requir )0-1-Y ^ 4 li 0 ,
Form SW401-Infiltration Trench Rev 4 Part III Required Items Checklist, Page 1 of 1

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H 1000 and S L 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential 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, FRANCIS S. PITTMAN , 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
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 060806 as issued by the Division of Water Quality under the
Stormwater Management Regulations
The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit
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 Water Quality
5 Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality
6 The maximum allowable built -upon area per lot is 40,000 square feet 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 IEC E I V E
fl
Note This is a townhome project The term "lot" refers to the entire project ar OCT 3 2Ulk
7 Each lot will maintain a 50 foot wide vegetated buffer between all impervious alas and surface wa s
BY
8 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
Signature` \ i rtinl+. raSS� Date m 2 7 / y
I, Ke I l e E N r 5 a Notary Public in the
State of N County of N 14-a n ce ve r
do hereby certify that 1—ra n � s S ice, +l-n2a n personally appeared
before me this the day of D c+o be r 20 1 J , and acknowledge
the due execution of the foregoing instrument Witness my hand and official seal,
KELLIE E NORRIS
Siahature ;a Notary Public
i North Carolina
My Commission expires C I� New Hanover County
Form DRPC-3 Rev 2 05Nov2009 &age 1 of 1 -

NN
t
;s

Casmer, Jo
From: Stewart Pittman [stewartpittman@gmail com]
Sent Wednesday, March 25, 2015 12 09 PM
To Casmer, Jo
Subject Re Sea View Stormwater Permit
Thanks youl I I
Stewart Pittman
[phone] cell
[phone] fax
From- "Casmer, Jo" <to casmer@ncdenr Pov>
Date Wednesday, March 25, 2015 at 12 06 PM
To, Stewart Pittman <stewartpittman@¢mad com>
Subject, Sea View Stormwater Permit
Issued/signed permit attached as requested Hard copy will be in the mad by tomorrow at the latest
Jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environment & Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone [phone]
Fax [phone]
Email correspondence to and from this address may be subject to the North Carolina Public Records law and may be disclosed to third
parties
From: Stewart Pittman fmailto stewartpittmanftmail coml
Sent: Wednesday, March 25, 2015 10 45 AM
To: Lewis,Ltnda
Cc: Casmer, Jo
Subject: Re Pleasure Island Partners, LLC/Sea View
Great I would love to pick it upl Just let me know when its ready
Stewart Pittman
[phone] cell
[phone]fax
From "Lewis,Linda" <linda lewis@ncdenr sov>
Date- Wednesday, March 25, 2015 at 10 40 AM
To Stewart Pittman <stewartpittman@email com>
Cc. "Casmer, Jo" <to casmer@ncdenr ¢ov>
Subject- RE Pleasure Island Partners, LLC/Sea View

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That'll have to come from our admm staff, if she has time Usually only express permits are emaded If you want to pick
up your copy here at the office, you can contact Jo Casmer at 910-796-7336 to make those arrangements, depending on
if she will be getting it ready to be mailed out today or not Georgette will be signing that permit today If you pick it up,
you will be required to sign a release statement indicating that you picked up the permit yourself
I'm in meetings for the rest of the day today
Linda
From: Stewart Pittman (madto stewartoittman(ftmail coml
Sent: Wednesday, March 25, 2015 10 23 AM
To: Lewis,Linda
Cc: Steve Maccurry
Subject: Re Pleasure island Partners, LLC/Sea Yew
Linda, I meant to ask if you could email me a copy? I have a construction crew standing by thanksl
Stewart Pittman
[phone] cell
[phone] fax
From "Lewis,Linda" <hnda lewis@ncdenr g2v>
Date: Tuesday, March 24, 2015 at 9 51 AM
To: Stewart Pittman <stewartpittman@¢mail com>
Subject RE Pleasure Island Partners, LLC/Sea View
I should be able to review/ issue it today
Linda
From: Stewart Pittman fmadto stewartpittman(a gmad coml
Sent: Monday, March 23, 2015 145 PM
To- Lewis,Linda
Cc: Steve MacCurry
Subject: Re Pleasure Island Partners, LLC/Sea View
Hi Linda, just wanted to see if this was sent out yet, thanks'
Stewart Pittman
[phone] cell
[phone] fax
From "Lewis,Linda" <hnda lewis@ncdenr gov>
Date Friday, March 13, 2015 at 4 31 PM
To Stewart Pittman <stewartpittman@¢mad com>
Subject- RE Pleasure Island Partners, LLC/Sea View
Mr Pittman
Please see the attached email I drafted the permit pending receipt of the requested minor information from Luke
Menius The revised plans were resubmitted on March 9, 2015 1 will try to get this permit printed out shortly
Have a good weekend

�nplsc IF -Tr iy
!'1SSS !Lill" IA' .,1 ' >;j� +
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(a, 0)
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+: ; �`�1� . ,'ate ✓ �
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Linda
From: Stewart Pittman fmadto stewartoittman(a)omail coml
Sent: Fnday, March 13, 2015 3 35 PM
To: Lems,Unda
Subject: Re Pleasure Island Partners, LLC/Sea View
Hi Linda, lust checking in, have we made it to # 2 yet )
Hope all is well, thanks)
Stewart Pittman
[phone]
[phone] Fax
From: "Lewis,Unda" <linda lewis@ncdenr gov>
Date, Monday, March 2, 2015 at 5 21 PM
To- Stewart Pittman <stewartpittman@¢mail com>
Subject: RE Pleasure Island Partners, LLC/Sea View
No- I wish I could pinpoint a date to issue, but I can't Soon is about the best I can do
Linda
From: Stewart Pittman fmadto stewartoittman(a)amad com]
Sent: Monday, March 02, 2015 4 20 PM
To: Lewis,Unda
Subject: Re Pleasure Island Partners, LLC/Sea View
Ok, thanks[ Any idea how long that means? )
Thanks again I
Stewart Pittman
[phone] cell
[phone] fax
From: "Lewis,Unda" <lnda lewis@ncdenr Rov>
Date Monday, March 2, 2015 at 4 18 PM
To Stewart Pittman <stewartpittman@¢mail com>
Subject RE Pleasure Island Partners, LLC/Sea View
I've got 2 more files ahead of you
Linda
From: Stewart Pittman fmadto stewartDittman(aMmail com)
Sent: Monday, March 02, 2015 3 21 PM
To: Lewis,Unda
Subject: Re Pleasure Island Partners, LLC/Sea View
Linda,

r i'rilnQ ivt.mZ f`-eT�Y S
hJluJ,2 .° I Ur
a � nEmia`l i rr,"r.,r� 07
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Hey sorry to bug you but Just wanted to check in and see how this one was coming?
Thanksl
Stewart Pittman
[phone] cell
[phone] fax
From "Lewis,Lmda" <linda lewis@ncdenr ¢ov>
Date- Friday, February 6, 2015 at 3 04 PM
To, Stewart Pittman <stewartpittman@email com>
Subject RE Pleasure Island Partners, LLC/Sea View
I have not had a chance to review that information yet Sorry
Linda
From: Stewart Pittman lmailto stewartoittmanCalamail coml
Sent: Friday, February 06, 2015 2 38 PM
To: Lewis,Linda
Cc: Steve MacCurry
Subject: Re Pleasure Island Partners, LLC/Sea View
Hi Linda lust wanted to check in and see if you had any updates on this, thanks and have a great weekend
Sent wrrelessly via I -Phone
Stewart Pittman
[phone]
On Jan 27, 2015, at 7 39 AM, Lewts,Linda <hnda lewis@ncdenr gov> wrote
Plan were received on January 22, 2015 1 have no information to offer regarding the timeline at this
time I may have a better idea after I get everything organized in "date received order"
Linda
From: Stewart Pittman [mailto stewartoittman(Momad coml
Sent: Tuesday, January 27, 2015 8 59 AM
To: Lems,Lmda
Cc- Steve MacCurry
Subject: Re Pleasure Island Partners, LLC/Sea View
Linda,
Hey Luke mentioned he had gotten the revised drawings to you, Just wanted to confirm that you have what
you need and see what you think the timeline is for an additional review of them
Thanksi
Stewart Pittman

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[phone] cell
[phone] fax
From Stewart Pittman <stewartpittman@amad com>
Date Tuesday, January 13, 2015 at 1128 AM
To- "Lewis,Lmda" <hnda lewis@ncdenr gov>
Cc Luke Menus <Imenrus@stroudengmeer com>, Steve MacCurry <stevemaccurrv@gmad com>
Subject Re Pleasure Island Partners, LLC
Great thank you so much
Stewart Pittman
[phone] cell
[phone] fax
From "Lewis,Linda" <Imda lewis@ncdenr gov>
Date Tuesday, January 13, 2015 at 1126 AM
To: Stewart Pittman <stewartpittman@gmad com>
Cc Luke Menus <lmenrus@stroudengmeer com>
Subject RE Pleasure Island Partners, LLC
Thank you so much' I've "issued" the ownership change in our database When we review a
modification on the heels of an ownership change, we do not send out a separate permit for the
ownership change— there will only be one signed permit after the modification is approved which will
also reflect the ownership change Tomorrow, after the database updates overnight, I will enter the
modification I'll do the review of the calculations and plans today or tomorrow If all is well, the permit
will be issued which will be signed and sent to you If 1 need more information I'll be in contact with you
and your consultant, Luke Menius
Thanks,
Linda
From: Stewart Pittman fmadto stewartoittmanOcImad Coml
Sent: Tuesday, January 13, 2015 11 14 AM
To: Lewis,L nda
Cc: Steve MacCurry
Subject: Pleasure Island Partners, LLC
Linda,
Here is the annual report we lust filed showing Steve and I as Managers
Please let me know what else you might need
We really appreciate your help with the permit
Thanks)
Stewart Pittman
(910) 297-2S40 cell

T
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{'16 4„1 njI nSho- 6,-'r r 'J;kf 'O 1'ruG 2tc, 5 sa q 1 92
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' 'U

LETTER OF TRANSMITTAL
DATE 3/9/2015
JOB Seavlew
TO NCDENR
ATTN LINDA LEWIS
RE SW8 060806
REVISIONS
FROM DAVID L MENIUS, P E
STROUD ENGINEERING, P A
102 CINEMA DRIVE
910-815-0775 x225
Imenws@stroudenglneer com
ATTACHMENTS it OF COPIES DESCRIPTION
1 REVISED INFILTRATION SUPPLEMENT
2 REVISED SW PLAN SETS
REMARKS I am sending you one supplement that reports drainage area (34,397 sf) and
another that reports the project area (64,183 sf) I believe the former to be
correct Please discard the one you don't need
ECEOVE
MAR 0 9 1015
BY-
RECEIVED
MAR 0 9 2015

Lewis,Linda
From-
Lewis,Linda
Sent
Monday, March 09, 2015 12 26 PM
To
'Luke Menws'
Subject
RE Sea View SW8 060806
CK That will work for me Please revise the plans accordingly to deal with the roof drains and to denote a flat 48" piped
system
Thanks a lot for your timely responses I've drafted the permit and will be able to issue upon the timely submission of 2
sets of the revised plans
Linda
From Luke Menws (mailto Imenws@stroudenglneer com]
Sent: Monday, March 09, 2015 12 21 PM
To: Lewis,Linda
Sub]ect: RE Sea View SW8 060806
I've addressed the roof drain concern with a note on each unit per the attached excerpt I'll be surprised if the gutter
guy looks at my plans, but I am certain he won't read all the notes
The inverts of all pipes in the storage system should be 6 0 to enable the full storage of the 48" pipes and structures up
to an elevation of 10 0 The other elevations are a holdover from a plan with a different weir design My apologies So,
yes, my Intention is for the system to be flat
David L. Men[us, P E
Stroud Engineering, P A
102-0 Cinema Drive
Wilmington, NC 28403
[phone] ext 225
Imenws@stroudeng[neer com
From: Lewis,Linda (madto linda IewlsCulncdenr aovl
Sent Monday, March 09, 2015 12 08 PM
To: Luke Menws
Subject RE Sea View SW8 060806
Thanks Luke The added note #15 is fine Regarding roof drams, it can get a bit confusing when there are multiple
drainage areas, and / or when lots / buildings are "split" between 2 or more drainage areas Because of the
redevelopment component, I1ust want to be sure that the roof drams which are supposed to drain into the infiltration
system are, and the roof drams that are not supposed to drain into the infiltration system are not Having the actual RD
locations on the plans helps to verify that Perhaps it can be as simple as modifying the first statement to read
EXCEPT WHERE NOTED BELOW, RUNOFF 1 ROM IMPERVIOUS SURFACES AND ROOF DRAINS
SHALT. BE DIRECTED TO PERM[ FTED STORM WATER SYSTEM FOR
STORAGE AND TREATMENT EXCEPTIONS ARE
I've come across two other discrepancies that I am hopeful you will be able to explain

1 ' You have taken full volume credit for the entire length of 48" piping and for the full depth at each structure, but
with the overflow set at elevation 10 in the junction box, you will only be able to store up to elevation 10 within
the pipe and structures At the upper reaches of the system, where the inverts are 7 5 and 7 6, you will only use
2 5 feet of the available 4' pipe More of the pipe is utilized for storage as you "descend" to the bypass structure,
but clearly, not all of the pipe or structures can be utilized for storage How does this affect the provided storage
volume?
2 The segment of pipe from DI-4 to JB-3 appears to be flat, as the plans indicate both the DI and the JB have an
invertof 6 0 Is that your intent?
Thanks
Linda
From: Luke Memus [mailto Imenius(alstroudenoineer com]
Sent: Monday, March 09, 2015 1144 AM
To: Lewis,Linda
Subject: RE Sea View SW8 060806
I thought I had added the public drainage easement note but I can't find it either I've revised note #15 on the plan
accordingly An excerpt from the revised drawing is attached Let me know if this will suffice and I'll drop of a revised
plan set
I intended for the stormwater and gredmg notes (an excerpt from this section of the drawing is also attached) to suffice
in lieu of showing the roof drains The pads are all elevated above the adjacent section of street and/or internal
driveway, so the roof drams will just flow overland to the correct collection system per the note If these notes are not
clear/explicit enough, then I can add a "ROOF DRAIN" note beside each budding along with an arrow pointing in the
correct direction Your thoughts?
I have attached the updated infiltration trench supplement and deed restrictions (however, I'm not sure if the
restrictions are necessary for this type of townhome project) I'll drop these off along with the plans pending your
comments
David L Memus, P E
Stroud Engineering, P A
102-0 Cinema Drive
Wilmington, NC 28403
[phone] ext 225
Imenius@stroudenoineer com
From Lewis,Linda [mailto linda lewis(atncdenr aovl
Sent: Friday, March 06, 2015 4 57 PM
To: Luke Memus
Subject: FW Sea View SW8 060806
One more thing — the infiltration trench supplement needs to be revised to reflect the proposed changes to the DA,
BUA, minimum volume, etc
Thanks,
Linda
From: Lewis,Linda
Sent. Friday, March 06, 2015 4 49 PM

To: LUke Memus
Sub]ect: Sea View SW8 060806
Luke -
I'm looking at the revised plans The only things I cannot find are the typical roof drain locations for the buildings and the
note that the open space is public drainage easement
Thanks
Linda Lewis
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
Main Office — 910-796-7215
Direct Line — 910-796-7343
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties

Lewis,Linda
From:
Lewis,Linda
Sent-
Friday, March 06, 2015 4 57 PM
To
Luke Menius
Subject:
FW Sea View SW8 060806
One more thing - the infiltration trench supplement needs to be revised to reflect the proposed changes to the DA,
BLIA, minimum volume, etc
Thanks,
Linda
From: Lewis,Linda
Sent: Friday, March 06, 2015 4 49 PM
To: Luke Menws
Subject: Sea View SW8 060806
Luke -
I'm looking at the revised plans The only things I cannot find are the typical roof drain locations for the buildings and the
note that the open space is public drainage easement
Thanks
Linda Lewis
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
Main Office - 910-796-7215
Direct Line - 910-796-7343
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties

STROUD ENGINEERING, P A
CONSULTING ENGINEERS
102 D CINEMA DRIVE
WILMINGTON NORTH CAROLINA 28403
[phone]
January 22, 2015
NCDENR
127 Cardinal Drive g'
Wilmington, North Carolina 28405
Arm Linda Lewis g JMoo
Re Sea View BY:
SW8 060806
Dear Linda,
Please find the attached revised plans and documents per your comment letter dated 1/20/2015 1 have
addressed your comments as follows
concerns
• I have added a drainage area boundary on the plan as well as a drainage area exhibit on the detail
sheet which attempts to clarify what BUA will dram to the infiltration system
f • 1 have added typical dimensions to the plan
✓ • I have a BUA demolition detail that identifies the BUA that was recently removed as well as the
remaining BUA that will be removed as part of this project
✓ • I have added a plan view of the infiltration trench to the detail sheet that included the requested
dimensions
✓ • fhe lengths of the 48" pipes are labeled
? • I have included typical roof dram locations for the buildings
✓' • I have added proposed grades to the plans to clarify the drainage direction for areas draining
offsite
✓ • The pump rate reported on the plans has been corrected
✓ • I have revised the table on the application as well as added a BUA table on the calculations
z • I have amended the note to state that the open space will be designated as public drainage
easement
✓• Thank you for the clarification After consideration, the orifice also serves to control flow velocity
to the pump tank I his will result in a reduction in sediment being delivered to the infiltration
system
• I have revised the table on the application as well as added a BUA table on the calculations
Thank you for your attention to this matter Please feel free to contact me with any additional questions or
Respectfully,
David L Memos, P E
Stroud Engineering, P A
107 COMMERCE ST HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151 A HWY 24
GREENVILLE NC 27858 WILMINGTON NC 28403 MOREHEAD CITY INC 28557
[phone] [phone] [phone]

�oil'I
January 20, 2015 i2
CI
F Stewart Pittman, Member -Manager �n
Pleasure Island Partners, LLC
PO Box 623
Wrightsville Beach, NC 28480
Subject Request for Additional Information
Stormwater Protect No SW8 060806
Sea View
New Hanover County
Dear Mr Pittman
The Wilmington Regional Office received a request to transfer the subject permit on October 31,
2014 The permit was transferred to Pleasure Island Partners, LLC effective January 13, 2015
The accompanying modification was accepted on January 14, 2015 A preliminary in-depth
review of that information has determined that the modified application is not complete The
following information is needed to continue the stormwater review
Supporting Information requirements applicable to all projects
02H 1003(g)(5) and 02H 1005(d) - Delineate all relevant boundaries including
drainage areas, SHWT, coastal wetlands, property/project boundaries and
drainage easements Coastal wetlands above the mean high water line must be
excluded from the project area prior to calculating density Please delineate the
drainage area to the proposed infiltration system
02H 1003(g)(6) — Delineate the existing and the proposed built -upon area
including roads, parking areas, buildings, etc Please add the dimensions
3 02H 1003(g)(7) — Provide technical information showing final numbers,
calculations, assumptions, drawings and procedures associated with the
stormwater management measures including but not limited to Built -upon area,
runoff coefficients, runoff volume, runoff depth, flow routing, inlet and outlet
configuration (if applicable), and other applicable information as specified
0
141

Mr Pittman
January 20, 2015
Stormwater Application No SW8 060806 Mod
4 Recommendation- since the 16,363 sf of redeveloped BUA is not being treated in
the proposed infiltration system it should be removed from that drainage area
column, and reported in a separate drainage area column titled "Redevelopment"
as existing BUA The proposed infiltration system will treat 25,115 sf of BUA, so
that is the amount to report in the trench DA column on the application
Applicable to All projects
5 02H 1008 (c)(3) - Locate all stormwater management structures in recorded
drainage easements for the purposes of operation and maintenance and provide
recorded access easements to the nearest public nght-of-way These easements
shall be granted in favor of the party responsible for operating and maintaining
the stormwater management structures The 2006 approved plan indicated that
Other questions and recommendations
6 Infiltration systems are not required to meet the lower drawdown threshold of 2
days as a wet pond is The standard is that the stored volume be completely
infiltrated within 5 days There is really no need for a 1" draw down orifice from
JB #1 to the pump station to restrict the flow
7 Please provide the individual total redevelopment BUA amounts adjacent the list
of BUA that is draining to the existing drainage system in Kure Village Way and
N Ft Fisher Blvd
Please remember that a change to one number may have a domino effect on other numbers
Please check all plans, calculations and forms to ensure that the numbers are consistent
throughout
Please note that this request for additional information is in response to a preliminary review
The requested information should be received in this Office prior to February 20, 2015, or the
application will be returned as incomplete The return of a project will necessitate resubmission
of all required items, including the application fee
If you need additional time to submit the information, please mail, email or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter The
request must indicate the date by which you expect to submit the required information The
Division is allowed 90 days from the receipt of a completed application to issue the permit
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and is subject
to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned project number on all correspondence Any original
documents that need to be revised have been sent to the engineer or agent All original
documents must be returned or new originals must be provided Copies are not acceptable If
you have any questions concerning this matter please feel free to call me at [phone] or
email me at Iinda lewis gnncdenr aov
Sincerely,
Linda Lewis
Environmental Engineer III
GDS/arl G \WQ\Shared\Stormwater\Permits & Projects\2006\060806 HD\2015 01 addinfo 060806
cc Luke Menws, P E , Stroud Engineering
Wilmington Regional Office Stormwater File
Page 2 of 2

ass^nqr E-Filed Annual Report
LIMITED LIABILITY COMPANY 10609752
F o ANNUAL REPORT Do not data enter manually
NAME OF LIMITED LIABILI I Y COMPANY Pleasure Island Partners, LLC
REPORT FOR THE YEAR 2015
STATE OF INCORPORATION NC
SECRETARY OF STATE L L C ID NUMBER
1398918
NATURE OF BUSINESS REAL ESTATE
REGIS I ERED AGEN 1 Pittman, Francis S
REGISTERED OFFICE MAILING ADDRESS
Po Box 623
Wrightsville Beach, NC 28480-0623
REGISTERED OFFICE STREET ADDRESS
2518 Royal Palm Lane
11 ilmuigton, NC 28409-2168 Brunswick County
PRINCIPAL OFFICE TELEPHONE NUMBER
[phone]
PRINCIPAL OFFICE MAILING ADDRESS
PO Boy 623
Wrightsville Beach, NC 28480-0623
PRINCIPAL OFFICE STREET ADDRESS
2518 Royal Palm Lane
Wilmington NC 28409-2168
Company Officials
Name Francis S Pittman
Name Steven Maccurry
Title Manager
Title Manager
Address
Address
2518 Royal Palm Lane
PO Boy 306
Wilmington, NC 28409
Carolina Beach, NC 28428
CERTIFICATION OF ANNUAL REPORT MUS
I BE COMPI I' I I'D BY ALL LIMITFD LIABILITY COMPANIES
Francis S Pittman
1/13/2015
FORM MUST BE SIGNED BY A MANAGERWEMBER DATE
Francis S Pittman
Manager
TYPE OR PRINT NAME
TYPE OR PRINT TITLE
ANNUAL REPORT FEE E-Paid MAIL r0 Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
November 10, 2014
John E Skvarla, III
Secretary
Division of Coastal Management E
MEMORANDUM NOV 10 2014 '
TO Georgette Scott
Stormwater Section BY--
DEMLR - WiRO
FROM Jonathan Howell, NC DENR-DCM Assistant Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT CAMA Application Review
Applicant: Pleasure Island Properties (Sea View Townhomes)
Project Location, 637 Ft Fisher Blvd S & 307 Kure Village Way, adjacent to the Atlantic Ocean,
in Kure Beach, New Hanover County
Proposed Project Construction of eight buildings providing 19 condominium units with associated
parking, swimming pool, pool house, utilities and stormwater collection system
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Jonathan Howell at the address above by December 1, 2014.
If you have any questions regarding the proposed project, contact Robb Mairs at [phone]
when appropriate, in depth comments with supporting data is requested
REPLY This agency has no objection to the project as proposed X-
C/ ✓ I his agency has no comment on the proposed project S`��
This agency approves of the project only if the recommended changes
are incorporated See attached
This agency objects to the project for reasons described in the attached comments
SIGNED�z)p�u_CDScsits DATE II7 �1
N C Division of Coastal Management
127 Cardinal Drive Ext , Wilmington NC 28405
Phone [phone] \ FAX [phone] Internet www nccoastalmanaoement net
An Equal Opportunity\Af nalwe Action Emoilyar

�r
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
November 7, 2014
Pleasure Island Partners, LLC
c/o Mr Stewart Pittman
P O Box 623
Wrightsville Beach, North Carolina 28480
Dear Mr Pittman
John E Skvada, III
Secretary
The Division of Coastal Management hereby acknowledges receipt of your application for the proposed development at
your property located at 637 Fort Fisher Boulevard and 307 Kure Village Way, in Kure Beach, New Hanover County It
was received as complete on November 6, 2014, and appears to be adequate for processing at this time The projected
deadline for making a decision is January 22, 2015 An additional 75-day review period is provided by law when such
time is necessary to complete the review If you have not been notified of a final action by the initial deadline stated
above, you should consider the review period extended Under those circumstances, this letter will serve as your notice of
an extended review However, an additional letter will be provided on or about the 75th day
If this agency does not render a permit decision within 70 days from November 6, 2014, you may request a meeting with
the Director of the Division of Coastal Management and permit staff to discuss the status of your project Such a meeting
will be held within five working days from the receipt of your written request and shall include the property owner,
developer, and project designer/consultant
NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development
Enclosed you will find a "Notice of Permit Filing" postcard which must be posted at the property of your proposed
development You should post this notice at a conspicuous point along your property where it can be observed from a
public road Some examples would be Nailing the notice card to a telephone pole or tree along the road right-of-way
fronting your property, or at a point along the road right-of-way where a private road would lead one into your property
Failure to post this notice could result in an incomplete application
A field report has been prepared and is in the process of being circulated to the various state and federal review agencies
for their comments If additional information is required based on this review, the agencies may contact you directly
Sm
Robb L Mairs
Field Representative
Wilmington District Office
N C Division of Coastal Management
cc Jonathan Howell, DCM
Tyler Crumbley, USACE
John Batson, NH Co
Georgette Scott, DEMLR
N C Division of Coastal Management
127 Cardinal Drive Ext , Wilmington, NC 28405
Phone [phone] FAX [phone] Internet www nocoastalmanagement net
An Equal Opportunity 1 Afinnabve Achon Employer

0
aiwTo-1VIE �AII4FAFAM O-18If

®CIA EP-1
APPLICATION for
Mayor Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
ntiC't,¢
1= Primaryi9pp%canbLandowneilnforma6on `+ P—� v� '
'':g�}4+.0ry' ONN
,�;e�Fµ€
Y^.y`�'3.ii%s.�LkvayY'VJ31J.ut_m iLSs}#-�ii.p�"✓t,F..iPi,`i3 ii``.i'�1��'�r'.jpR'i^�'�a C.✓�SVWti-fn+y1 ,Q.F`4iih'fki Yhwl'".'�`�'x p�y*�i�"
U
Business Name
Project Name (if applicable)
Pleasure Island Partners, Lit; C/O Stewart Pittman
Sea View Townhomes
Applicant 1 First Name
MI
Last Name
Pleasure Island Partners, LLC C/O Stewart
Pittman
Applicant 2 First Name
MI
Last Name
If additional applicants please attach an additional page(s) with names listed
Mailing Address
PO Box
City
State
PO Box 623
Wrightsville Beach
NC
ZIP
Country
Phone No
FAX No
28480
us
910-297-2540 ext
866-250-8956
Street Address (of different from above)
City
State
ZIP
Email
stewartpittman@gmail com
_.s
Business Name
Agent/ Contractor 1 First Name
MI
Last Name
Agent/ Contractor 2 First Name
MI
Last Name
Mailing Address
PO Box
City
State
ZIP
Phone No 1
- - ext
Phone No 2
- - ext
FAX No
Contractor#
Street Address (if different from above)
City
State
ZIP
Email
�ECEIVEO
<Form continues on back> JCM WILMINGTON, NC
252-808-2808 1.888-4RCOAST .: www.nccoastalmanagement net INUV u62014,

Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
� , ,e'a • . � � ., r ' �`4`� az � e =nii �� x. a i� ' mi � ^'Xs �? _
�s�ay �
. = _�3Y �ti� 3�4° � �r-,ar'�. ��K",..rr,°bs.r%�� � �,, �am,_'"K_�cwis',�,,.. y._•'�
tr 7, n
-County
(can be multiple)
Street Address
State Rd #
New Hanover
637 Fort Fisher Blvd & 307 Kure Village Way
Subdivision Name
City
State
Zip
Kure Beach
NC
28449 -
Phone No
Lot No (s) (if many attach additional page with list)
910 - 297 - 2540 ext
I I I ,
a In which NC nver basin is the project located?
b Name of body of water nearest to proposed project
Cape Fear
Atlantic Ocean
c Is the water body identified in (b) above, natural or manmade?
d Name the closest major water body to the proposed project site
®Natural ❑Manmade []Unknown
Atlantic Ocean
e Is proposed work within city limits or planning jurisdiction?
f If applicable, list the planning jurisdiction or city limit the proposed
®Yes []No
work falls within
Kure Beach
"� , ti fS��'wljkt
�4adsr
hx�Site
m-i Y4a. Mhx^d�{: �iG,C
�-ANY ✓a�..- u-1»ai%d�-�. sa8e'.+.�2-.4�rApki,
a
Total length of shoreline on the tract (ft)
b Size of entire tract (sq it )
N/A
60,984
c
Size of individual lot(s)
d Approximate elevation of tract above NHW (normal high water) or
946 1
NWL (normal water level)
(if many lot sizes please attach additional page with a list)
15 feet ❑NHW or ❑NWL
e
Vegetation on tract
Grass
f
Man-made features and uses now on tract
None
g
Identify and describe the existing land uses adiacent to the proposed
project site
residential
h
How does local government zone the tract?
i
Is the proposed project consistent with the applicable zoning?
B-3
(Attach zoning compliance certificate, it applicable)
®Yes ❑No ❑NA
I
Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k
Hasa professional archaeological assessment been done for the tract? If yes, attach a copy ❑Yes ®No ❑NA
If yes, by whom?
I
Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Forrn continues on next page>
DCM WECEIVED
ILMINGTON, NC
252-808-2808 • 1-888.4RGOAST . www nccoastaimanagement.net IVUV 962014

Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
in (i) Are there wetlands on the site? []Yes ®No
(i) Are there coastal wetlands on the site? ❑Yes ®No
(in) If yes to either (i) or (n) above, has a delineation been conducted? [-]Yes ❑No
(Attach documentation, if available)
n Describe existing wastewater treatment facilities
Town of Kure Beach
o Describe existing drinking water supply source
Town of Kure Beach
p Describe existing storm water management or treatment systems
To Be Installed Storm Water Permit Number SW8 060806
�u�;, `1N�twP`�� fi 5�,>,a"ma-�c ,v°, v+1 " @ 1k� a Will the project be for commercial, public, or private use? ❑Commercial ❑Public/Government
®Private/Community
b Give a brief description of purpose, use, and daily operations of the project when complete
Residential
c Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored
On Site Framing
d List all development activities you propose
Residential Constructiob
e Are the proposed activities maintenance of an existing project, new work, or both? New
f What is the approximate total disturbed land area resulting from the proposed project? 60,984 ®Sq Ft or ❑Acres
g Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h Describe location and type of existing and proposed discharges to waters of the state
N/A
i Will wastewater or stonnwater be discharged into a wetland? []Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ONO ®NA
I Is there any mitigation proposed? ❑Yes ONO ®NA
If yes, attach a mitigation proposal
RECEIVED
<Form continues on back> DCM WILMINGTON, NC
NOV 0 6 2014
252-808-2808 :: 1-888.4RCOAST :: www nccoastalmanagement.net

Form DCM MP-1 (Page 5 of 5)
APPLICATION for
Major Development Permit
- irrw r a yy*t- :.!= # "u..a+�-.zt ate, d rfn�^Ps^'g clsf? x4aF „r .�� M,w -
6., Aifiiitigna"l,lnfiirmation a {rt „ 'yw„ �a ° i rr„ s z a+ firs z r. 'ut - ; "
c-";c
items be li t tile, -mu t b teed i `oraf f ;Fa r'�" `.�,'''• I z;
In'addrtan'to this comp application form;'(MP�f) theifollowmg`dems below4rf applicable, -must be submitted m order for the apphcahon � J,
peckage,to be complete Items` (a)�' (� are ahvays appbcable'to any ma/or development applrcaton =Please c"onsuM Ne applicabon¢
vnstnictron booMet or hori to piope7ly piepa2 the 2quned
a A project narrative
b An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale Please give the present status of the
proposed project Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed
c A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site
d A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties
e The appropriate application fee Check or money order made payable to DENR
f A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail Such landowners must be advised that they have 30 days in
which to submit comments on the proposed projectto the Division of Coastal Management
'Name None N/A ,Jr ,.•-• z ' `� *., ,'�> �.` ''- '_ - -� - mr ` Phone No-"'i�».g �,r _ 1A ✓ems`
`* n t i +: ;'+ x ,^ , ri"�; „.. ,"�,'•{ �si� s^ „v`ta "' ,P +A= e "�{�_` yw^ s's ws k$
Addfe55.r
Aa xb .oc
Name Phone No
Address
'cNarne°€
�va Phone No` ^
�
r Vim*
Address - °Mw =e* v,�,o�_sa',..--
lxs„; ?"4 w. `wl` ,a�`.a�'-� ? cFeu>`4� �' rcilF- S.. r
g A list of previous state or federal permits issued for work on the project tract Include permit numbers, perrmittee, and issuing dates
StormWater Permit #SW8 060806
In Signed consultant or agent authorization form if applicable
i Wetland delineation, if necessary
j A signed AEC hazard notice for projects in oceanfront and inlet areas (Must be signed by property owner)
k A statement of compliance with the N C Environmental Policy Act (N C G S 113A 1-10) if necessary If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act
1 understand that any permit issued in response to this application will allow only the development described in the application
The project will be subject to the conditions and restrictions contained in the permit
I certify that I am authorized to grant, and do in fad grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project
I further ce/ rti/(y that the information provided in this application is truthful to the best of my knowledge
Date 11 / LI t (�/ Print Name Stewart Pittman
Signature rr�* 68r
il'((545u, 1 rd+,o 'r}irni (�f LLC
Please indicate application attachments pertaining to your proposed project
❑DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts
B(DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
RECEIVED
DCM WILMINGTON, NC
14
252-808-2808 :: 1-888-4RCOAST : www neecastalmanagement.net

Form ®CM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1 Be sure to complete all other sections of the Joint
Application that relate to this proposed project Please include all supplemental information
a Type and number of buildings, facilities units or structures
proposed
19 Townhomes in 8 Buildings, Swimming Pool, Pool Deck,
Pool Equipment and Storage Building, Private Road,
Driveways, Stormwater System, Sidewalks, Water Lines
Dumpster Pad and Sewer Lines
c Density (give the number of residential units and the units per
acre)
135
e If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ❑No ❑NA
(ii) If yes, list the date submitted 10/31/2014
g Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built -upon surfaces, such as
pavement, building rooftops or to be used for vehicular driveways
or parking
N/A
i Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building rooftops
or to be used for vehicular driveways or parking
55 6%
1 Describe proposed method of sewage disposal
Town of Kure Beach
I Describe location and type of proposed discharges to waters of the
state (e g , surface runoff sanitary wastewater, industrial/
commercial effluent 'Wash down' and residential discharges)
Contained on Site see Stormwater Permit SW8 060806
b Number of lots or parcels
19
d Size of area to be graded, filled or disturbed including roads,
ditches etc
1 4 Acres
f List the materials (such as mad, paver stone, asphalt, or concrete)
to be used for impervious surfaces
Concrete Asphalt
h Projects that require a CAMA Major Development Permit may also
require a Stoimwater Certrification
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No ❑NA
In) If yes, list the date submitted _Permit Number SW8
060806
k Have the facilities described in Item (i) received state or local
approval'?
®Yes []No ❑NA
If yes attach appropriate documentation
in Does the proposed project include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation
RECEIVED
DCM WILMINGTON NC
Nov o 6 2014
252-808-28082 • 1-888-4RCOAST w nccoastalmananement.net revised- 12/26106

Form DCM MP-3 (Upland Development, Page 2 of 2)
m Describe proposed drinking water supply source (e g , well,
community, public system, etc)
Town of Kure Beach
o When was the lot(s) platted and recorded?
Preliminary Subdivision Plat Granted by Kure Beach Town
Council 10121/2014 Final Plat recording pending
installation of Improvements
n (q Will water be impounded? []Yes ®No ❑NA
(u) If yes, how many acres'+
p If proposed development is a subdivision will additional utilities be
installed for this upland development?
®Yes []No ❑NA
RECEIVED
DCM WILMINGTON, NI
NOV ® 6 Z014
252-808-2808 : 1.888-4RCOAST : www necoastalmanagement.net revised: 12/26/06

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
2
APPLICANT'S NAME Pleasure Island Partners, LLC c/o Stewart Pittman
LOCATION OF PROJECT SITE 637 Fort Fisher Blvd South and 307 Kure Village Way, adjacent to the
Atlantic Ocean, in the Town of Kure Beach, New Hanover County
Photo Index —2006 12-6122, 8, S-T 2000 12-121, 8, S-T 1995 12-119, 12, T-U
State Plane Coordinates - X 2332423 Y 95654
Latitude 33°00'2801"N Longitude 77*54'1142"W
3 INVESTIGATION TYPE CAMA
ROVER FILE # - N/A
4 INVESTIGATIVE PROCEDURE Dates of Site Visit— 11/04/2014
Was Applicant Present - No
5 PROCESSING PROCEDURE Application Received — 11/612014 (complete)
Office - Wilmington
6 SITE DESCRIPTION
(A) Local Land Use Plan — Town of Kure Beach
Land Classification From LUP — Conservation
(B) AEC(s) Involved OH
(C) Water Dependent No
(D) Intended Use Residential
(E) Wastewater Treatment Existing - Municipal
Planned - Municipal
(F) Type of Structures Existing — Undeveloped lots
Planned — 19 residential units in 8 buildings
(G) Estimated Annual Rate of Erosion 2 feet per year
Source — DCM-2011 Erosion Rate Maps
7 HABITAT DESCRIPTION
[AREA]
DRFDGFD Fll_LFD OTHER
(A) Vegetated Wetlands (Low Marsh)
(B) Non -Vegetated Wetlands
(Open water
(C) Other (Upland)
60,984 sq ft
(D) Total Area Disturbed 60,984 sq it (1 4 acres)
(E) Primary Nursery Area No
(F) Water Classification SB# Open No
8 PROJECT SUMMARY The applicant proposes to construct eight buildings providing 19-condominium
units, associated parking, swimming pool, pool house, utilities and a stormwater collection system

Pleasure Island Partners, LLC c/o Stewart Pittman
Page 2
PROJECT DESCRIPTION
The project site is located at 637 Fort Fisher Blvd South and 307 Kure Village Way, which is on the western
side of NC HWY 421, in the Town of Kure Beach, New Hanover County To locate the project site from
South College Road (NC Highway 132) and Carolina Beach Road (NC Highway 421), travel south on
Carolina Beach Road Continue over the Snows Cut bridge that crosses the AIWW towards the Town of
Carolina Beach At the second stoplight turn right onto Dow Road Follow Dow Road to Kure Beach and at
the stoplight turn left onto Fort Fisher Blvd North Continue travelling north on Fort Fisher Boulevard North
for approximately 0 7 miles until you reach the project site, which will be located at the corner of Fort Fisher
Boulevard and Kure Village Way on the left
The site consists of two properties approximately 0 7 acres each for a total of approximately 1 4 acres with
and elevation of approximately 15' above mean sea level Vegetation on the upland portion of the project
site is wild grasses The site is currently undeveloped, however, the lot along Fort Fisher Boulevard North
was previously developed with a gift shop and associated parking area These buildings appeared to have
been demolished between 2006 and 2007, however, there is an existing concrete driveway along from the
property that leads onto Fort Fisher Boulevard North The previous owner obtained a State Stormwater
Permit (SW8 060806) for redevelopment of the properties for a similar project, but never initiated
construction It appears due to oversight the previous owner did not obtain a CAMA Major Development
Permit
The waters of the Atlantic Ocean are classified as SB by the NC Division of Water Quality (DWQ) The NC
Division of Marine Fisheries (DMF) has not designated this area of the Atlantic Ocean as Primary Nursery
Area and the waters adjacent to the proposed project are closed to the harvesting of shellfish The project
site IS located within the area of Kure Beach that undergoes regular beach renounshment by the US Army
Corps of Engineers The 100-year storm recession line for this area is 300', creating a total Ocean Erodible
Area AEC of 420'
PROPOSED PROJECT
The applicant proposes to construct eight buildings providing 19-condominium units, associated parking,
swimming pool, pool house, utilities and a stormwater collection system The applicant proposes to
construct two concrete driveways (entrance and exit) along Kure Village Way located on the northern
portion of the site The proposed driveways and sidewalks would give access to the interior portions of the
property immediately adjacent to the condominiums Parking would be limited to the areas beneath the
proposed units The proposed buildings would be located along the northern, eastern and southern portions
of the property Each building unit would be 3-story's tall and would range from approximately 5,396 sq ft to
8,094 sq ft of heated living space, each (2,698 sq ft /unit) The buildings are proposed at a maximum
height of 35' above the existing ground level The proposed buildings along the most eastern portion of the
site along Fort Fisher Boulevard North (Structures 4 and 5), would be 8,094 sq ft each The proposed
swimming pool and associated structures would be located on the most western portion of the project site
The proposed stormwater infiltration system would be located in the interior portion of the project site
As proposed, the eights buildings, stormwater collection pond, a small section of the parking area and a
small portion of the entrance/exit drive to Woody Hewitt Ave , would be the only structures located within the
420' Ocean Erodible Area of Environmental Concern The entrance drive along Woody Hewitt would begin
at a point approximately 360' from the first line of natural, stable vegetation The application states that a
State Stormwater Permit and a Sedimentation and Erosion Control Plan would be submitted to the N C
Division of Energy, Mineral and Land Resources (NCDEMLR) The application states that sewer and water
supply services would be provided by the local municipality (See Sheet 1 of 1 and Project Narrative)

Pleasure Island Partners, LLC c/o Stewart Pittman
Page 3
10 ANTICIPATED IMPACTS
The construction of the condominium complex would result in the disturbance of approximately 1 4 acres
(60,984 sq ft ) of high ground, which appears to be partially redevelopment of 637 Fort Fisher Boulevard
North within the Ocean Erodible AEC The application states that a State Stormwater Permit and a
Sedimentation and Erosion Control Plan would be submitted to the N C Division of Energy, Mineral and
Land Resources (NCDEMLR) The application states that sewer and water supply services would be
provided by the local municipality Both permit requests are running concurrent with the CAMA Major
Development Permit application
Submitted by Robb Mairs Date November 10, 2014 Office Wilmington

PLEASURE ISLAND PARTNERS, LLC
PO BOX 623
WRIGHTSVILLE BEACH, NC 28428
[phone]
NARRATIVE SEA VIEW TOWNHOMES KURE BEACH NC
The Sea View Townhome project consists of 19 residential townhc#ne units in 8 bmldings and a
swimming pool The property consists of two parcel totaling 14 acres 42,802 square feet of the
property is in an AEC of which 28,572 square feet is impervious surface Total coverage in the
AEC is 66 8% which is consistent with DENR SW rules
RECEIVED
DCM WILMINGTON, N(
NOV 0 6 2014

Scott, Georgette
From Scott, Georgette
Sent Tuesday, November 04, 2014 1 55 PM
To 'Luke Menws'
Subject RE Stormwater Application for SEA VIEW SW8-060806
Ok Give me the bldg permit info to for the file Thanks
Georgette
From Luke Menius [mailto Imenius@stroudengineer com]
Sent: Tuesday, November 04, 2014 1 01 PM
To" Scott, Georgette
Subject: RE Stormwater Application for SEA VIEW SW8-060806
That is an easy one The parcel it was built on was less than 1 acre, so the project acre was less than and acre even if
you include everything between the property line and the edge of pavement I'll get you the survey that shows the
location of the BUA on the original 0 7 acre parcel The other 0 7 acre parcel we are developing was vacant
David L Menws, P E
Stroud Engineering, P A
102-D Cinema Drive
Wilmington, NC 28403
[phone] ext 225
Imenius@stroudengineer com
From: Scott, Georgette [mailto georgette scott(alncdenr gov]
Sent Tuesday, November 04, 2014 12 19 PM
To: Luke Menws
Subject, RE Stormwater Application for SEA VIEW SW8-060806
Redevelopment credit is given when a site was not required to get an erosion control or CAMA
major permit when it was built
If built before the rules it obviously was not required to get a permit because the rules did not
exist So we give credit for pre-88
The only other way redevelopment might kick in after the rules started in 1988 is if the site did not
have to get a CAMA Major OR it was under 1 acre of disturbance so a permit wasn't required
So in the case for this site you can get credit if it can be shown all was built prior to 1988, OR you
can get credit if the BUA that was built did not disturb 1 acre or more when built and/or did not
require a CAMA major thereby never having to get a SW permit This may have happened if it was
built in increments, which often happened when a site was sold and used for different
purposes For instance the original building might have been built in 92, the other building might
have been built in 94 and the parking might have been built in 97 but none of the construction was
an acre or more of disturbance
Maybe the former building permits will give you that information
Georgette
From: Luke Menws [mailto Imenws(alstroudengineer com]
Sent, Tuesday, November 04, 2014 11 38 AM

ti
To Scott, Georgette
Subject: RE Stormwater Application for SEA VIEW SW8-060806
It appears from the NHC permit records that the north building —the one that is evident in the 1993 Google aerial —was
built in 1992 The records indicate another permit was pulled in 2000 Based on aerials, this is likely the larger building
on south side of the site I'll do a little more digging to see if there is any record of a structure or pavement existing on
the site prior to 1988, but I doubt this will yield any definitive answers
I was not aware of the pre-1988 caveat for claiming existing BUA credit I suppose this is in the rules somewhere?
David L Menius, P E
Stroud Engineering, P A
102-0 Cinema Drive
Wilmington, NC 28403
[phone] ext 225
Imenius@stroudengineer com
From: Scott, Georgette [mailto georgette scott(obncdenr gov]
Sent: Tuesday, November 04, 2014 10 57 AM
To: Luke Menius
Cc: Weaver, Cameron, Baker, Chris
Subject RE Stormwater Application for SEA VIEW SW8-060806
Sorry Luke I wasn't sure which name you preferred.
I usually look at the regular projects when they come in before we accept Chris has been out so I
did not know this had been changed
Question You are asking for credit for buildings that were torn down in 2007 When I look at
Google I can only see one building on the site In order to get all the credit you need to show that
the buildings were there before the rules came out in 1988 Do you have any other documents that
show they were there before 1988 (including the large parking lot)? If not through Google, do you
have any county documents or building permits showing they were built before that timeframe?
Georgette
From: Luke Menius [mailto Imenius(alstroudengineer com]
Sent: Tuesday, November 04, 2014 10 50 AM
To: Scott, Georgette
Cc: Weaver, Cameron, Baker, Chris
Subject: RE Stormwater Application for SEA VIEW SW8-060806
It was intended to be a standard review There was some confusion about this last week that I thought was ironed
out I apologize if my request to meet with someone has created this mess Chris was able to answer my questions over
the phone and I am confident that the application I submitted is now good to go
Doctors, cops, and the NCBELS know me by my full name My friends and colleges just call me Luke
David L Menius, P E
Stroud Engineering, P A
102-1) Cinema Drive
Wilmington, NC 28403
[phone] ext 225
Imenius@stroudengineer com

From: Scott, Georgette [mailto georgette scottCla ncdenr gov]
Sent: Tuesday, November 04, 2014 10 28 AM
To: 'Luke Menws' (Imenius(@stroudengineer com)
Cc: Weaver, Cameron, Baker, Chris
Sub]ect: Stormwater Application for SEA VIEW SW8-060806
Importance High
Luke/David,
You requested an Express Review for this project with a meeting scheduled with Chris Baker on
11 /6/14 However we received an application package for this project under the regular program
with the $505 00 fee.
So do you want this under Express? If so you will need to submit the correct fee. OR
Do you want this processed under the regular program for the $505.00 fee?
Please let me know today
Georgette Scott
Slorniwater Program Supemsor
State Stonnwaler Prognun
NC Division of Energy, Mineral and Land Resources
127 Cardinal Dnvc Ext
WFlmmtnon, NC 28405
Phone [phone]
Fax [phone]
F mvl rorrLepoudenre to vud hom this iddress mry be subject to thL \ouch CSroIW t Public Records Lit% and nny bo (Isclosed to third p1111cs

Project Name: /%.e �e_ J Received Date
Project Location A L Accepted Date
Rule(s) �2008 Coastal 995 Coastal ®Phase II (WiRO) ®Unwersal 1988 Coastal
Type of Permit. New MOor PR Existing Permit # (Mod or PR): 0620 PE Cert on File?
Densit - - HD - or LD— Type: —Commercial --or—_Residential_—_—----
(% OK?) Stream Class ®SA Map ®Offslte to SW8
Subdivided? Subdivision or Sin le Lot— MORW Map Exempt
Paperwork 6wp C)J �Y Emai d Engineer on:
plement(s) (1 on nal per BMP) I-P0I1 P Type(s)
aD&M with correct/ongina signa ures (1 original per BMP except LS/VFS aVee
phcation with correct/original signatures d� 6
p or LLC Sig Auth o�5% or letter ®Email Address Design Engineer
505 (within 6mo) ®Email Address Owner
Gt��
®Sods Report with SHAFT
o il � Sk`' Note to Reviewer-
®Calculationstions (s1�ed) S+
No obvious errors
®Density includes common areas, etc
0Beed Restrictions, ifsubdivided � nu) ,f -
®Signed & Notarized �--�, �5tt_o-- �
Ir..n,n, /Dnc R/41f111 nl nr ricer (nvPnants & Rest L� �P`" ~> /_ _ _-
1:12 Sets
®Grading
�icmity Map
® Legend
Details (roads, (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
ds Delineated or No Wetlands
out (proposed BUA dimensions)
Maps ®Project Boundaries
Infiltration
Wet Pond
Offslte
Sods Report
®Soils Report
®PE Cert for Master Lot #
SHWT
®Deed Rest for Master ®Lot # Matches Master
Bottom
®SHWT
PP
BUA Permitted (Master) sf
Visited
BUA Proposed (Offsite) sf
Additional Information
_J n... A-
Drnnnsed-
BUA (sf)
DA (sf)
r C1111L LWU
vrlia
-r-- - --
-
PP (el)
SHAFT (el)
Depth (ft)
SA (sf)

STROUD ENGINEERING, P.A.
4 102-D Cinema Drive
Wilmington, NC 28403
dCE44CEn @I F 4 n o H@WH144CQd
//��[phone]
TO N�DFNI�
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
DATE
D 3/ L,o/
JOB NO
�L✓ 6'S3
ATTENTIONn G
RE /
oGo ao� /ti�dx «�A
the following items
❑ Samples ❑ Specifications
COPIES
DATE
NO
DESCRIPTION
/
2
a� 3
THESE ARE TRANSMITTED as checked below
❑
For approval
❑
For your use
❑
As requested
❑
For review and comment
❑
FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
3'I
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
A
COPY TO
SI D
if enclosures are not as noted, kindly notify us at once

s 43t )a;v 0
AWS G.

Project Narrative
Project Summa
Sea View
PW-653
10/23/2014
The purpose of this project is to construct 19 townhomes on 1 40 acres of land located
Kure Beach, NC at the corner of US 421 and Kure Village Way This plan is a revision to a 2006
plan for 19 semidetached residential units No structural improvements were made
Site Descnotion
The topography of the site is essentially flat Existing drainage on site is generally from
west to east, towards Fort Fisher Blvd The site was occupied by a gift shop and parking lot, all of
which were removed in 2007
Adiommo Prooe
Adjoining property is primarily residential The site is bordered to the East by Fort Fisher
Blvd and to the north by Kure Village Way
Sods
Soils in the project area are mapped in the New Hanover County Soil Survey as Urban
A site visit revealed a coarse, sandy spoil type material underlain by material consistent with
Newhan Fine Sand This material is afforded rapid (>20 in/hr) infiltration The SMHW was
located at a depth of 24" (elev 11 00) by Vincent Lewis
Planned Erosion and Sedimentation Control Practices
Silt fence will be used extensively around the perimeter of the project to control offsite
sedimentation All stormwater inlets will be protected with silt fence as well Two temporary
gravel construction entrances will be located along Kure Village Way
Planned Stormwater Management Practices
The collection system on this site consist of 462 LF of 48" RCP graded towards a
centrally located junction box This box will contain an automatic pump which will dewater the
6500 CF of water impounded within the RCP collection system in 2-5 days The adjacent
infiltration trench consists of 240 LF of 4" perforated polyethylene pipe situated in a 10' wide by
80' long by 1 0' deep trench filled with washed #57 stone The bottom of the trench is at elevation
13 00' and has an area of 800 SF The required volume for the system is wholly contained by the
462 LF of 48" RCP and the infiltration rate will be set by the pump rate The 20+ in/hr infiltration
rate only requires 77 SF of trench bottom to dispose of the state storage volume in 2 days The
additional trench has been provided in an effort to reduce the risk of system failure
The system is designed to collect the 1s' 3" of rainfall due the lack of both a vegetative filter and a
bypass Outfall for water in excess of 3" is provided by a catch basin along Fort Fisher
Boulevard
L"WAVI
f j1
2014

Precipitation Frequency Data Server
Page 1 of 4
NOAA Atlas 14, Volume 2, Version 3
19 name
Location name Kure Beach, North Carolina, US` 61FRV
Latitude 3400eva Longitude -779218°Elevation Oft` source Google Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G M Bonnin D Martin B Lin T Pamybok M Yekta and D Riley
NOAA National Weather Service Silver Spnng Maryland
PF tabular I PF graphical ( Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in Inches)'
Average recurrence interval(years)
1
2
5
10
25
50
100
200
500
1000
0 543
0 647
0 749
0 836
0 942
1 02
1 11
119
130
139
5-min
(0505-0587)
(0600-0698)
(0695-0808)
(0773-0902)
(0866-101)
(0939-110)
(101-119)
108-129)
(116-141)
(124-151)
0 868
1 03
120
1 34
150
1 63
176
189
206
219
F10-min
(0807-0938)
(0960-112)
1 (111-130)
1 (124-144)
(138-162)
(150-176)
(160-190)
(171-204)
(184-222)
(194-238)
1 09
1 30
152
1 69
1 90
207
223
238
259
275
15-min
(101-117)
1 (121-140)
(141-164)
1 (156-182)
(175-205)
(189-223)
(203-240)
(215-257)
(232-280)
(244-299)
1 49
1 80
2 16
2 45
2 82
3 11
3 41
3 71
4 12
4 46
30-min
(1 38-1 61)
1 (1 67-1 94)
(2 00-2 33)
1 (2 27-2 64)
(2 59-3 03)
(2 85-3 35)
(3 10-3 67)
(3 35-4 00)
(3 69-4 45)
(3 95-4 83)
1 85
2 25
2 77
3 19
3 75
4 22
4 70
5 20
5 91
651
60-min
(1 72-2 00)
(2 09-2 43)
(2 56-2 98)
1 (2 95-3 44)
(3 45-4 04)
(3 86-4 54)
(4 28-5 06)
(4 70-5 61)
(5 29-6 39)
(5 77-7 06)
221
270
340
401
486
558
636
721
845
953
2-hr
(2 04-2 42)
(2 49-2 95)
(3 13-3 71)
1 (3 68-4 37)
(4 43-5 29)
(5 07-6 08)
(5 75-6 93)
(6 46-7 85)
(7 49-9 21)
(8 38-10 4)
2 36
2 87
364
4 32
531
617
711
816
972
11 1
3-hr
(2 16-2 60)
(2 64-3 15)
(3 33-3 99)
1 (3 95-4 74)
(4 82-5 81)
(5 57-6 75)
(6 37-7 78)
(7 24-8 91)
(8 51-10 6)
(9 62-12 2)
2 97
3 62
460
5 48
674
786
9 10
10 5
12 6
14 4
6-hr
(2 72-3 29)
(3 32-4 00)
(4 20-5 07)
(4 99-6 03)
(6 10-7 41)
(7 06-8 64)
(8 10-9 99)
(9 23-11 5)
(10 9-13 8)
(12 4-15 9)
348
425
543
650
807
947
110
128
155
179
12-hr
(316-389)
(385-473)
(491-604)
(586-723)
(720-894)
(839-105)
(968-122)
(111-141)
(132-171)
(151-198)
7407
494
639
767
963
114
134
156
192
223
24 7h24-hr
(374-448)
(454-545)
(586-704)
1 (700-844)
(871-106)
(102-125)
(118-147)
(136-173)
(163-213)
(186-250)
467
566
726
865
108
126
147
171
208
240
2�ay
(4 32-5 12)
(5 22-6 21)
1 (6 68-7 98)
1 (7 92-9 50)
(9 74-11 8)
(11 3-13 9)
(13 1-16 3)
(15 0-19 0)
(17 8-23 2)
(20 2-27 0)
4 90
592
7 55
895
11 1
29
49
172
208
241
34ay
(453-536)
(548-648)
(696-826)
(821-980)
(100-121)
(116-142)
( 133-165)
( 152-191)
(179-233)
(203-271)
5 13
6 19
7 84
9 25
11 3
13 2
15 2
17 4
20 9
24 2
4-day
(475-559)
(573-675)
1 (724-855)
1 (851-101)
(104-124)
(119-144)
(136-166)
(154-192)
(181-234)
(204-273)
680
699
879
103
125
143
163
185
217
244
7-day
(541-624)
(653-753)
(818-948)
(954-111)
(115-135)
(131-155)
(148-177)
(166-201)
(191-238)
(212-275)
651
779
9 55
112
135
153
174
196
228
254
10-day
(6 09-6 99)
1 (7 29-8 38)
(9 00-10 4)
1 (10 4-12 i)
(12 4-14 5)
(14 1-16 5)
(15 B-18 8)
(17 6-21 3)
(20 2-24 9)
(22 2-28 0)
873
104
127
145
172
194
217
242
277
306
20-day
(819-935)
(976-111)
(119-136)
(136-156)
(160-184)
(179-208)
( 199-234)
( 220-262)
( 248-303)
( 270-336)
10 8
12 8
15 4
17 5
20 4
22 7
25 0
275
309
336
30-day
(10 2-11 5)
(12 1-13 7)
(14 5-16 4)
(16 4-18 6)
(19 1-21 7)
(21 1-24 2)
(23 2-26 8)
(25 3-29 6)
(28 0-33 5)
(30 2-36 6)
13 6
16 1
19 0
21 5
24 8
27 4
30 1
32 9
36 7
396
45-day
(12 8-14 4)
(15 2-17 1)
(18 0-20 2)
(20 2-22 8)
(23 2-26 3)
(25 6-29 2)
(27 9-32 1)
(30 3-35 2)
(33 4-39 5 )
(35 8-43 0)
16 5
19 4
22 7
25 31
F 28 8
31 5
343
370
406
434
60-day
(15 6-17 4)
(18 4-20 5)
(21 5-24 0)
(23 9-26 8)
(27 2-30 5)
(29 6-33 4)
1(32 0-36 4)
( 34 4-39 4)
( 37 4-43 6)
( 39 7-46 8)
Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration senes (PDS)
umbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval The probability that precipitation frequency estimates
or a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5% Estimates at upper bounds
re not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values
lease refer to NOAA Atlas 14 document for more information
Back to Too
http //hdsc nws noaa gov/hdsc/pfds/pfds_pnntpage html9lat=34 0039&lon=-77 9218&dat 10/31/2014

Precipitation Frequency Data Server
Page 1 of 4
(j) NAtlas Volume 2, Version 3
Locationn name Kure
Beach, North Carolina, US'
Latitude 34 0039°, Longitude-77112°
Elevation Oft* 0
• source Google Maps '-„• „J
POINT PRECIPITATION FREQUENCY ESTIMATES
G M Bonnin D Martin B Lin T Parrybok M Yekta and 0 Riley
NOAA National Weather Service Silver Spring Maryland
PF tabular l PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches/hour)1
Average
recurrence In50rval(yearslo0
Duration
�00010
25
200
500
1000
652
776
899
100
113
123
3 13
143
156—IF-6
7
5-min
is 06-704)
1 (720-838)
1 (834-970)
1 (928-108)
1 (104-122)
1 (113-132)
1 (121-143)
1 (129-154)
1 (140-169)
1 (148-181)
521
620
720
802
901
979
106
113
123
132
10-min
(4 84-5 63)
1 (5 76-6 70)
1 (6 67-7 77)
1 (7 42-8 65)
1 (8 29-9 70) 11
(8 97-10 5)
1 (9 62-11 4)
1 (10 2-12 2)
1 (11 0-13 3)
1 (11 7-14 3)
-E�(4
434
520
607
677
661
826
890
952
103
110
F15-min
04-4 69)
1 (4 83-5 61)
1 (5 63-6 55)
(6 26-7 30)
1 (7 00-8 19)
1 (7 57-8 90)
1 (8 10-9 59)
1 (8 62-10 3)
1 (9 26-11 2)
1 (9 76-11 9)
297
359
431
490
564
622
682
741
823
891
30-min
(2 77-3 21)
1 (3 33-3 88)
1 (4 00-4 65)
(4 53-5 29)
1 (5 18-6 07)
1 (5 70-6 70)
1 (6 21-7 34)
1 (6 71-8 00)
1 (7 37-8 91)
1 (7 90-9 67)
1 85
2 25
2 77
3 19
3 75
4 22
4 70
5 20
5 91
6 51
60-min
(1 72-2 00)
1 (2 09-2 43)
1 (2 56-2 98)
1 (2 95-3 44)
1 (3 45-4 04)
1 (3 86-4 54)
1 (4 28-5 06)
1 (4 70-5 61)
1 (5 29-6 39)
1 (5 77-7 06)
1 10
1 35
1 70
2 00
2 43
2 79
3 18
3 60
4 22
4 76
2-hr
(102-121)
1 (124-147)
1 (157-185)
1 (184-219)
1 (222-264)
1 (254-304)
1 (287-346)
1 (323-392)
1 (375-461)
1 (419-521)
0 784
0 955
1 21
1 44
1 77
2 06
2 37
2 72
3 24
3 70
3-hr
(0720-0864)
(0878-105)
(111-133)
(132-158)
1 (160-193)
1 (185-225)
(212-259)
(241-297)
(284-354)
(320-405)
0 496
0 605
0 768
0 914
1 13
1 31
1 52
1 75
2 10
2-4 1
6-hr
(0454-0549)
(0555-0668)
(0702-0847)
(0832-101)
1 (102-124)
1 (118-144)
1 (135-167)
1 (154-192)
1 (182-231)
1 (207-265)
0 289
0 353
0 451
0 540
0 669
0 786
09 15
1 06
1 28
1 48
�12-hr
(0262-0323)
(0319-0392)
(0408-0501)
(0486-0600)
(0597-0742)
(0696-0869)
(0803-101)
(0921-117)
1 If 10-142)
1 (125-164)
0 170
0 206
F 0 266
F 0 319
F 040
0 474
F 0 567
0 651
0 798
0 928
24-In
(0 156-0 187)
(0 189-0 227)
(0 244-0 293)
(0 292-0 352)
(0 363-0 441)
(0 424-0 521)
(0 492-0 614)
(0 567-0 720)
(0 679-0 887)
(0 774-1 04)
0 097
0 118
0 151
0 180
0 224
0 263
0 307
0 356
0 432
0 499
2-day
(0 090-0 107)
(0 109-0 129)
(0 139-0 166)
(0 165-0 198)
(0 203-0 247)
(0 236-0 290)
(0 272-0 340)
(0 312-0 396)
(0 370-0 483)
(0 420-0 562)
0 068
0 082
0 705
0124
0154
0 179
0 208
0 240
0 289
0 334
3-day
(0 063 0 074)
(0 076-0 090)
(0 097-0 115)
(0 114-0 136)
(0140-0168)
(0161-0 197)
(0 185-0 229)
(0 211-0 265)
(0 249-0 324)
(0 281-0 377)
0 053
0 064
0 082
0 096
0 118
0 137
0 158
0 181
0 217
0 252
4-day
(0 050-0 058)
(0 060-0 070)
(0 075-0 089)
(0 089-0 105)
(0 108-0 129)
(0 124-0 150)
(0141-0 173)
(0160-0 200)
(0189-0 244)
(0 212-0 284)
0 035
0 042
0 052
0 061
0 074
0 085
0 097
0 110
0 129
0 145
7-day
(0 032-0 037)
(0 039-0 045)
(0 049-0 056)
(0 057-0 O66)
(0 068-0 O80)
(0 078-0 092)
(0 088-0 105)
(0 099-0 120)
(0 114-0 142)
(0 126-0 164)
0 027
0 032
0 040
0 047
0 056
O 064
0 072
0 082
0 095
0 106
10-day
(0 025-0 029)
(0 030-0 035)
(0 037-0 043)
(0 043-0 050)
(0 052-0 O60)
(0 059-0 069)
(0 066-0 078)
(0 073-0 D89)
(0 084-0 104)
(0 092-0 117)
0-0 8
0 022
0 026
0 030
0 03fi
0 040
0 045
0 050
0 O58
0 064
20-day
(0 017-0 019)
(0 020-0 023)
(0 025-0 028)
(0 028-0 032)
(0 033-0 038)
(0 037-0 043)
(0 041-0 049)
(0 046-0 055)
(0 052-0 063)
(0 056-0 070)
0 015
00 8
002
0 024
0 028
003
0 035
0 038
0 043
0 047
30•day
(0 014-0 Ot6)
(0 017-0 019)
(0 020-0 023)
(0 023-0 026)
(0 026-0 030)
(0 029-0 034)
(0 032-0 037)
(0 035-0 041)
(0 039-0 046)
(0 042-0 051)
0 013
0 O15
0 018
0 020
0 023
0 025
0 028
0 030
0 034
0 037
45-day
(0 012-0 013)
(0 014-0 016)
(0 017-0 019)
(0 019-0 021)
(0 021-0 024)
(0 024-0 027)
(0 026-0 030)
(0 028-0 033)
(0 031-0 037)
(0 033-0 040)
0 011
0 013
0 016
0 018
0 020
0 022
0 024
0 026
0 028
0 030
60-day
(0 011 0
(0 013-0 014)
(0 015-0 017)
(0 017-0 019)
(0 019-0 021)
(0 021-0 023)
(0 022-0 025)
(0 024-0 027)
(0 026-0 030)
(0 028-0 033)
Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration senes (PDS)
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90%confidence interval The probability that precipitation frequency estimates (for a given
duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5% Estimates at upper bounds ere not checked against
probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values
Please refer to NOAA Atlas 14 document for more infennabon
Back to Too
http //hdsc nws noaa gov/hdsc/pfds/pfds_printpage html?lat=34 0039&lon=-77 9218&dat 10/31/2014

PROJECT SEAVIEW
PROJECT # PW-653
DATE 10/28/14
DESCRIPTION
SF
AC
NOTES
PROJECT AREA
61183
1 40
TOTAL TRACT AREA
EXISTING BUA
16363
038
ALL REMOVED
PROPOSED BUA
40000
092
NET BUA INCREASE
23637
054
PROPOSED - EXISTING
BYPASSED BUA
14885
TREATED BUA
25115
OVERALL % BUA
65 4%
EFFECTIVE % BUA
41 0%
STATE TREATMENT VOLUME CALCULATIONS
RUNOFF =
042
DESIGN PRECIPITATION (IN)=
30
REQUIRED VOLUME (CF)=
6416
47992
STORAGE VOLUME CALCULATIONS
034
O58 PROPOSED -BYPASSED
OVERALL % BUA / PROJECT AREA
TREATED % BUA / PROJECT AREA
NOTES
0 05 + 0 009 X % BUA
NO FILTER AT BYPASS
PRECIP X RUNOFF X AREA X 43560 SF/AC/12 IN/HR
GALLONS
NOTES
STRUCTURE VOLUME (CF)=
100 5' X 5' X 4'
NUMBER OF STRUCTURES =
7
PIPE DIAMETER (IN)=
48 RCP
VOLUME PER LF (CF)=
1257
LENGTH PROVIDED (LF)=
462
TOTAL VOLUME PROVIDED (CF)=
6506 OK
DRAWDOWN CALCULATIONS
NOTES
MIN (5 DAY) DRAWDOWN RATE (GPM)=
67
ORIFICE SIZE (IN)=
1 0
AVERAGE HEAD (FT)=
20
ORIFICE FLOW (GPM)=
167
SYSTEM DRAWDOWN TIME (DAYS)=
20
OK
PUMP CALCULATIONS
NOTES
MINIMUM PUMP RATE (GPM)=
167
ORIFICE FLOW RATE
TOTAL HEAD (FT)=
10
DESIGN PUMP RATE (GPM)=
28
MYERS SSM331
INFILTRATION CALCULATIONS
EVALUATED RATE (IN/HR)= 20
PROPOSED TRENCH AREA (SF)= 800
INFILTRATION CAPACITY (GPM)= 1662
a+?
NOTES
OK \\\\\NIGAR0�/���i
2 a SEAL 9�
35677
'��fflllllll���,

Weaver, Cameron
From Luke Menius []menius@stroudengineer com)
Sent Thursday, October 23, 2014 4 06 PM
To Weaver, Cameron
Subject SW8 060806
Attachments dlm sketch-Default-028 pdf, 20141023154806554 pdf
Please find the attached scoping meeting request, narrative, and rudimentary sketch This sketch, which I will delve into
further at the meeting, illustrates the location and amount of "existing" impervious (which was removed back in 2007),
the currently permitted BUA and collection/treatment system, and the proposed BUA and collection/treatment system
The character of the system is unchanged The runoff from the site is collected in a 36" RCP system that is sized to hold
first 3" of runoff Additional runoff discharges to an existing piped system along Fort Fisher Blvd The volume retained is
pumped into a subsurface infiltration trench over a 2-5 day period
What has changed —and what I would like to run through at the scoping meeting —is
• We are proposing 18% more BUA (39,968 sf vs 34,000 sf) Most of this increase is due to the omission of about
15,000 sf of pervious boardwalk in favor of a significantly reduced amount of sidewalk I believe this will result
in a much reduced maintenance burden for the end user and pose less ADA concerns
• 1 am claiming the 16,363 sf of impervious that was removed from the site at about the time the original permit
was issued This was an oversight that should be corrected
• The result of these two changes is a net decrease in the storage volume We are now proposing 6147 cf of
storage to capture runoff from the 23,605 sf net BUA increase The site is permitted for 8485 cf of storage
• The infiltration basin has been reduced in size from 964 sf to 800 sf It should be noted that the system loading
is decreased due to the reduced treatment volume
• The permit is to be transferred to the new property owner It is unlikely that we will be able to obtain the
current permittee's signature One of the two members of Sea View Investment Group, LLC passed away in
2007 and the LLC was dissolved in 2010 1 believe some precedent exist for transferring a permit without the
current permittee's signature once the property has changed hands
I look forward to hearing back from you as the new owner is eager to get started with the permit modification
David L Menius, P E
Stroud Engineering, P A
102-1) Cinema Drive
Wilmington, NC 28403
[phone] ext 225
ImeniusCElstroudenoineer com

Fa DENR Use ONLY
�� Renewer _�
�� North Carolina Department of Environment and s �� ( tv
Natural Resources
NCDENR Request for Express Permit Review Tim
Connor,
FILL-IN all the Information below and CHECK the Permit(s) you are requesting for express review Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (POF file) and vicinity map (same items expected in the application
ap ckaae of the project location Please Include this form in the application package
• Asheville gion-Alison Davidson 828.296.4698,alison dawdson(rAncdenrgov
• Fayetteville Raleigh Region -David Lee 919-791-4203, davld lee(alncdenr goy
• Mooresville 8 inston Salem Region -Patrick Grogan 704.235.2107 or potrfck grogan(clircdenr gov
• Washington Reg n-Lyn Hardison 252-948.3842 orlon hardisonnp ncdenrgoy
• Wilmington Region ameron Weaver910-796-7302 orcameron weaveKdncdenrgov
NOTE Project application *elved after 12 noon will be stamped in the following work day
Project Name SEA VIEW County NEW HANOVER
Applicant PLEASURE ISLAND PN6TNERS, LLC Company
Address PO BOX 623 Ctt WRIGHTSVILLE BEACH, State NC Zip 28480-_
Phone [phone], Fax Email STEWARTPITTMAN@GMAIL COM
Physical Location 637 N FORFISHE T R B_ D KURE BEACH NC
SW _
SW _
SW_
NPDES _
NPDES
wQ
WQ—
E&S _
E&S _
Other
Project Drams into ATLANTIC OCEAN water Water classification SIB (far classification see- http /loortal ncdenr orolweb/wD/ps/csu/classificabons)
Project Located in CAPE FEAR River Basin Is p act draining to class ORW waters? N. within Y2 mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters? N
Engineer/Consultant LUKE MENIUS Company ST
Address 102-D CINEMA DRIVE City WIL N TO
Phone 91D-815-0775, Fax _ _, Email LI
PLEASE PROVIDE ESTIMATED INVESTMENT AND
$_ #_ JOBS
SECTION ONE REQUESTING A SCOPING MEETIP
State NC Zip 28403-
N Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, N
SECTION TWO
EMPLOYMENT, IF AVAILABLE
❑ 401 Unit ❑ Stream Origin Determination _ # of stream calls — Plea attach TOPO map marking the areas in questions
❑ IntermiHent/Perennial Determination _ # of stream calls — Please attach VPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated We nd ( linear It or _acres)
❑ Riparian Buffer Authorization ❑ Minor VarianceV Major General Variance
❑ State Stornwater ❑ General ❑ SFR, ❑ SFR < 1 ac ❑ Bkhd & B\Revisi
Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ _ (Provide permit#)]
❑ High Density Detention Pond _#Treatment Systems ❑ High Density-Infiltatment Systems
❑ High Density-Bio-Retention _# Treatment Systems ❑ High Density —SW # Treatment Systems
❑ High Density -Other _# Treatment Systems /❑ MOD ❑ Major ❑ Minor ❑ P❑ Redev Exclusion SW (Pronde permit
❑ Coastal Management ❑ Excavabon & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Manna Development Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed (CK# (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT for both scoping nd express meeting request)
Wetlands on Site ❑ Yes N No Buffer Impacts N No ❑ YES _a e(s)
Wetlands Delineation has been completed ❑ Yes N No Isolated wetland on Property ❑Yes No
US ACOE Approval of Delineation completed ❑ Yes N No 404 Application in Process w/ US ACOE ❑ Yes N No Permit
Received from US ACOE ❑ Yes N No
For DENR use mil}
Fee SDlltformoltlDle Dermlts (check# ) Total Fee Amount $
SUBMITTAL DATES
Fee
i
I SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mai, ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401
$
Las
$
Stream Deter—
$
NCDENR EXPRESS January 2014

Project Narrative
Project Summa
Sea View
PW-653
10/2312014
The purpose of this project is to construct 19 townhomes on 140 acres of land located
Kure Beach, NC at the corner of US 421 and Kure Village Way This plan is a revision to a 2006
plan for 19 semidetached residential units No structural improvements were made
Site Description
The topography of the site is essentially flat Existing drainage on site is generally from
west to east, towards Fort Fisher Blvd The site was occupied by a gift shop and parking lot, all of
which were removed in 2007
Adioimnci Prove
Adjoining property is primarily residential The site is bordered to the East by Fort Fisher
Blvd and to the north by Kure Village Way
Sods /
Soils in the project area are mapped in the New Hanover County Soil Survey as Urban
A site visit revealed a coarse, sandy spoil type material underlain by matenal consistent with
Newhan Fine Sand This material is afforded rapid (>20 in/hr) infiltration The SMHW was
located at a depth of 24" (elev 11 00) by Vincent Lewis
Planned Erosion and Sedimentation Control Practices
Silt fence will be used extensively around the perimeter of the project to control offsite
sedimentation All stormwater inlets will be protected with silt fence as well Two temporary
gravel construction entrances will be located along Kure Village Way
Planned Stormwater Management Practices
The collection system on this site consist of 870 LF of 36" RCP graded towards a
centrally located junction box This box will contain an automatic pump which will dewater the
6147 CF of water impounded within the RCP collection system in 2-5 days The adjacent
infiltration trench consists of 525 LF of 4" perforated polyethylene pipe situated in a 4 5' wide by
177' long by 1 0' deep trench filled with washed #57 stone The bottom of the trench is at
elevation 13 00' and has an area of 800 SF The required volume for the system is wholly
contained by the 870 LF of 36" RCP and the infiltration rate will be set by the pump rate The 20+
in/hr infiltrabon rate only requires 77 SF of trench bottom to dispose of the state storage volume in
2 days The additional trench has been provided in an effort to reduce the risk of system failure
The system is designed to collect the 15i 3" of rainfall due the lack of both a vegetative filter and a
bypass Outfall for water in excess of 3" is provided by a catch basin along Fort Fisher
Boulevard

I I

`` �S
�"v
2014023948
FOR REeWlyl7WUSCR aEnSLEY DEEDS
NEW I vER coUNIY Nc
2014 So 10 04 18 04 PM
8K 5838 PG 435-434 FEE $26 00
NC REV STAMP $1,650 00
i%T M J UTERI
RI
NORTH CAROLINA SPECIAL WARRANTY DEED
Excise Tax S1,65000
Pueelldeaofw No R09200012e2.aa0aaouma.00h=,0o6Vcnfied by County on the_ day of 2014
By
Mml/Box to Jefim W Porter. IAw OfSce of leffrev W Porter. P C 711 PrincessStreet. Wilmmaton. NC 28401
Thus insmonent was prepared by Law Office ofJcffrcy W. Porter. PC. . 711 Princess Street WilminZon. NC 28401
Imthelndex Tract 10
T IMI DEED made this UV r day of a itd d 2014, by and between
GARNET FORT FISHER REAL
ESTATE,LLC
a North Carolina limited liability, company
4675 MacArthur Court, 15" Floor
Newport Beach, CA 92660
PLEASURE ISLAND PARTNERS, LLC
a North Carolina Lilmted Liability company
P O Box 623
Wrightsville Beach, NC 28480
Enter in appropriate block for each Grantor and Grantee mane, mmlmg address, and, ifappropriate, character of amity, a g,
corporation or parmership
The designation Grantor and Grantee as used herem shall include said parries, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as requued by context
WITNESSETH, that the Grantor, for a valuable consideration paid bythe Grantee, the rccoiptof which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey anon the Grantee in fee simple, all that certam lot or parcel of land situated m the
City of WILMINGTON, NEW HANOVER County, North Carolina and more particularly described as follows
The property is commonly known as 71 acres located at 637 Fort Fisher Blvd , and 070 acres located at 307 Kure
Village Way, Kure Beach, NC, and a more completely desenbed In attached Exhibit "A"
The property heremabove de=bed was acquired by Grantor by m mmient recorded in Book = page 1439
All cur a portion of the property hereon conveyed _ mcludes orb does not include the primary residence of Grantor
A map showing the above described property is recorded in Plat Book 22 page 94
NC air A unon Form No 301976 Revised O MOM
Printed by Aa of wM it. NC ar Aa,00unon

TO HAVE AND TO HOLD the aforesaid lot orparml oflandmid ell privileges mdeppntmmas thereto belonging to the Grantee in
fee ample
And the Grantor covenants snth the Grantee, that Granitic has done nothing to mpmr such title as Grantorreceived, and Grantor will
warrant and defend the title minst the lawful clams of aR persons clam=& by, under or through Grantor other than the follownig
otceptiom
IN WITNESS WHEREOF the Grantor has duly mecuted the foregoing as of the day and year fast above �
Garnet Fort Faber Real Palau-
a North Carohna fanned habdrty company
By- Sabel FlnaneW Group,LP,
in ns cepaainnyy ass Manager of Gannet
etFort�rFisher Real Estate, LLC
By / ' w U
Pr=Klype Name YehF FMdrw
Its Authorized Signatory
State of - County or City of
I, the mde=igned Notary It lie of the County or City and State aforesaid, certrfy, that
of Sabel
LLC a North Carohna betted lnbrhry
foregoing instrument in m mute m its
2014
My Coninruroo Expires
(Affix Sea[)
anity came before tie this day and admowladged dnt he/she a
:roe P, in its ®panty as Manager of Garnet Fort Fisher Real Estate,
d the by authority duty grvm and as the act ofmch entity, he/she signed the
its ant and died. W)m>ss my hand and Notarial stamp or seal, this _ day of
0t*A'rrACk,,,
NC Br )iuonWon I= No 3 t 1976, Rorad 0 J11 rim
Prrotee byAFcmrnwadt ate NC Ba Avomam
Notary Public
Notary a Printed or Typed Name

(STATE OF CALIFORNIA)
COUNTY OF ORANGE)
On September 8, 2014, before me, Lynn Mattson, Notary Public, personally
appeared Mark E Foster, who proved to me on the basis of satisfactory
evidence to be the person(s) whose name(s) is/afe subscribed to the within
instrument and acknowledged to me that he/she/they executed the same in
his/hw/thetf authorized capacity(ies), and that by his/hef/ihetf signature(s) on the
instrument the person(s), or the entity upon behalf of which the person(s) acted,
executed the instrument
I certify under PENALTY OF PERJURY under the laws of the State of California
that the foregoing paragraph is true and correct
WITNESS my hand and official seal
LYNN MACC
TTSON
COmmla9lan # 1930475
aa
rn
oo
ttyy
Notary Public - California
Signa (SEAL) MyCommrEaBresMar27,201s+
Signature of Nota Public

EXHIBIT "A"
TRACT ONE
A tract of land located in the Town of Kure Beach, New Hanover County, North Carolina
being more particularly described as follows beginning at a point in the Southern right
of way of Kure Village Way (60' Public night of way —formerly known as Club Drive) said
beginning point being located North 87 ° 04' 30" West 16153' along the Southern line
of said Kure Village Way from its intersection with the Western right of way of U S
Highway #421 (North Fort Fisher Boulevard — 60' public right of way), running thence
from said point of beginning with a new line South 20° 33' 00" West 200 00' to a point
in the Northern line of a lot designated as private common area as shown on a plat of
Seawatch at Kure Beach, said plat being recorded in Map Book 39 Page 289 of the New
Hanover County Registry, thence with the Northern line of said common area lot with
the Northern line of Lot 20 Seawatch at Kure Beach North 870 04' 30" West 158 68' to
the Northwestern corner of said Lot 20, thence with the Eastern line of Lot 68 Seawatch
at Kure Beach as shown on Sheet 2 of the above referenced plat North 200 25' 38" East
199,86' to the Northeastern corner of said Lot 68, said corner also being in Southern line
of Kure Village Way, thence with said Southern line South 870 04' 30 East SS9 13' to the
point of beginning containing 30,289 square feet more or less (0,695 Acres more or less)
and being the western portion of that parcel of land designated as Tract Number Four in
a deed to Joseph C Hearne and wife Nancy K Hearne as recorded in Deed Book 1475
Page 452 of the New Hanover County Registry
TRACT TWO
BEING ALLTHE EASTERN ONE HALF (+-32,000 SO FT) OF THE FOLLOWING TRACT OF
LAND
Beginning at the intersection of the Southern nght of way line of Club Drive (60 foot
right of way) and the Western right of way line of U S Highway No 421 (60 foot right of
way) said intersection being shown on a map entitled Map 3 Utility Rights of Way Kure
Beach Club and recorded in Map Book 27 at Page 94 of the New Hanover County
Registry and running thence from said beginning point South 20 degrees 33 minutes
West with and along the Western right of way line of US Highway No 421 200 00 feet,
thence North 87 degrees 04 minutes 20 seconds West 320,98 feet to a point, thence
North 20 degrees 33 minutes East 200 00 feet to a point in the Southern right of way
line of Club Drive, thence South 87 degrees D4 minutes 20 seconds East with and along
the Southern right of way line of Club Drive 320 98 feet to the point of Beginning and
being all of that tract designated as "Tract 10 L&H Investments" on the map entitled
Map 3 Utility Rights of way Kure Beach Club recorded in Map Book 27 at Page 94 of the
New Hanover County Registry Being Tract No II in deed recorded in Book 1418 at Page
614, New Hanover County Registry

TAMMY THEUSCH BEASLEY
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
f if111ff1R1111N1NN111NfNNlNiffNfNffffNN1RNNRf1RNMRN11Nf1fNIN1fNiNtNOtNtIN1NfNNfN1NNf1Nff
Filed For Registration 09/1012014 04:18:04 PM
Book. RE 5838 Page 435-439
Document No 2014023948
5 PGS $26 00
NC REAL ESTATE EXCISE TAX $1,650.00
Recorder CRESWELL, ANDREA
State of North Carolina, County of New Hanover
PLEASE RETAIN YELLOW TRAILER PAGE WITH ORIGINAL DOCUMENT.
*2014023948*
2014023948

C201424000126 r.
pn" SOSID 1398918
Date Filed 9/3/2014 11 37 00AM
Elaine F Dlarshall
North Carolina Secretary of State
State of North Carolina
Department of the Secretary of State C2014 240 00126
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57D-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit these
Articles of Organization for the purpose of forming a limited liability company
5
6
The name of the limited liability company is Pleasure Island Partners, LLC
(See Item Iof the Instructions for appropnate entity designation)
The name and address of each person executing these articles of organization is as follows (State
whether each person is executing these articles of organization in the capacity of a member, organizer
or both Note- This document must be signed by all persons listed )
Francis S Pittman, PO Box 623, Wrightsville Beach, NC 28480, Member/Organizei
Steven H Maccurry, PO Box 306, Carolina Beach, NC 28428, Member/Organizer 2rr 2G2
The name of the mdtal registered agent is Francis S Pittman
The street address and county of the initial registered agent office of the ]muted liability company is
Number and Street 2518 Royal Palm Lane
Cary Wilmington State NC Zip Code 28409 county New Hanover
The mailing address, if different from the street address, of the Initial registered agent office is
Number and Street PO BOX 623
city Wrightsville Beach State NC Zip code 28480 County New Hanover
Principal office information (Sclecteither a or b )
a ❑The limited liability company has a principal office
The principal office telephone number
The street address and county of the principal office of the limited liability company is
Number and Street
City,
State Zip Code
County
CORPORATIONS DIVISION P 0 Box 29622 RALEIGH, NC 27626-0622
(Revised January 2014) 1 (Form L-01)
IM

C201424000126
The madma address, if different from the street address, of the principal office of the company is
Number and Street
State Zip Code County
b QThe limited liability company does not have a principal office
Any other provisions which the Incited liability company elects to include (e g , the purpose of the entity)
are attached
(Optional) Please provide a business e-mail ad4 privacy Redaction
The Secretary of State's Office will e-mail the business automatically at the address provided above at no MAP
cost when a document is filed The e-mail provided will not be viewable on the website For more
information on why this service is offered, please see the instructions for this document p
These articles will be effective upon filing, unless a future date is specified
This is the 26th day of August , 20 14
Francis S Pittman, Member/Organizer
Type or Print Name and Title
The below space to be used if more than one organizer or member is listed in Item #2 above
Signature Signature
Steven H Maccurry, Memberl0rganizer
Type and Print Name and Title Type and Print Name and Title
Signature
Type and Print Name and Title
Signature
Type and Print Name and Title
NOTES
1 Filing fee is $125 This document must be filed with the Secretary of State
CORPORATIONS DIVISION P O Box 29622 RALEIGH, NC 27626-0622
(Revised January 2014) 2 (Form L 01)

Kure Village Way - Google Maps Page 1 of 1
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