SW8120617_Historical File_20120727

RcDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
July 27, 2012
Ms. Nicole Turley, Member/Manager
Friendzy'z, LLC
713 Hunting Ridge Road
Wilmington, NC 28411
Subject: Stormwater Management Permit No. SW8120617
Friendzy'z
Project served by an Offsite System
New Hanover County
Dear Ms. Turley:
Dee Freeman
Secretary
The Wilmington Regional Office of the Division of Water Quality received a complete Stormwater Management
Permit Application for Friendzy'z on July 27, 2012. Staff review of the plans and specifications has determined
that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000.
We are forwarding Permit No. SW8120617, dated July 27, 2012, for the construction of the built -upon areas and
the runoff conveyance / collection system associated with the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and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 runoff conveyance / collection system on the lot, the maximum built -upon area
limits, and the procedures for changes of ownership and transferring the permit. Failure to establish an
adequate system for operation and maintenance of the runoff conveyance / collection system, to limit the built -
upon area, or to transfer the permit in a timely manner, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written petition
must conform to Chapter 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.com. Unless such demands are made this permit
shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Kelly Johnson at
[phone].
Sincerely,
For Charles Wakild, P.E., Director
Division of Water Quality
GDS/kpj: S:1WQS1StormwateAPermits & Projects120121120617 Offsite12012 07 Permit 120617
cc: Phil Tripp, PE (SW8 000647 consultant)
Gary Pape, PE (SW8120617 consultant)
Inspector, New Hanover County Building Inspections
Beth E. Wetherill, New Hanover County Engineering
Division of Coastal Management
Jon T. Vincent, President, Carmar Park Association (SW8 000647 permittee)
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28406 One
Phone: [phone] FAX: [phone] i DENR Assistance: 1-877-623-6748 NorthCarolina
Internet www.ncwaterquality.org Vtatmnift�
An Eaual O000rtunity 1 Affirmative Action EmDlover L

State Stormwater Management Systems
Permit Number SW8120617
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
SERVED BY AN OFF -SITE PERMITTED STORMWATER BMP
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
Friendzy'z, LLC
Friendzy'z
5820 Market Street, Wilmington, New Hanover County
FOR THE
construction of impervious areas with runoff to be treated In an offsite permitted stormwater facility, in compliance with the
provisions of SL 2008-211 and Title 15A NCAC 2H .1000 (hereafter collectively referred to as the "stormwater rules') and
the approved stormwater management plans, application, supplement, specifications and other supporting data as
attached and on file with and approved by the Division of Water Quality and considered a part of this permit. The
stormwater runoff from the site will be routed to the wet pond operated and maintained by Carmar Park Association under
the terms and conditions set forth in the latest version of Permit No. SW8 000647.
This permit shall be effective from the date of issuance until rescinded, and shall be subject to the following specified
conditions and limitations:
I. DESIGN STANDARDS
The runoff associated with this project has been approved to be discharged into a stormwater management system
permitted under the latest version of SW8 000647.
2. The built -upon area allocated to this development by Stormwater Management Permit No. SW8 000647, is
109,311 square feet. This project proposes 85,248 square feet. The amount available for future development is
24,063 square feet.
All stormwater conveyance and collection systems must be located in dedicated common areas or recorded
easements. The final plats for the project will be recorded showing all required public rights -of -way, common areas
and easements, in accordance with the approved plans.
4. The runoff from the permitted built -upon area of this project must be collected and conveyed to the permitted offsite
stormwater BMP.
II. SCHEDULE OF COMPLIANCE
1. This permit is issued contingent on the construction of the permitted offsite stormwater BMP being complete and in
compliance with the conditions of permit number SW8 000647, issued to Carmar Park Association on July 27,
2012, as subsequently revised, modified, or renewed. Prior to the construction of any built -upon area associated
with this permit, the offsite permittee shall have constructed, operated, maintained, and certified the offsite
stormwater management system in compliance with SW8 000647.
Page 2 of 5

State Stormwater Management Systems
Permit Number SW8120617
2. The permittee shall construct and maintain the proposed stormwater runoff conveyance and collection system and
the built -upon areas to the dimensions, elevations and grades as shown on the approved plans.
3. This lot is limited to the amount of built -upon area specified in Section 1.2 of this permit, and as reported on the
application, the supporting calculations and as shown on the approved plans. The project must maintain a built -
upon area less than or equal to the amount permitted under Stormwater Permit No. SW8 000647. A total built -upon
area in excess of the maximum allowed amount will require a modification to SW8 000647 prior to construction.
During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately. After construction the permittee shall maintain the grassed areas, slopes and vegetated runoff
conveyances on the lot in a densely vegetated state.
5. The permittee is responsible for keeping the stormwater collection system within the lot property boundaries clear
of trash, debris and sediment, and must control the sediment on the lot in accordance with the requirements of the
NC Erosion and Sediment Control Design Manual. The permittee shall follow the minimum maintenance
procedures and intervals for the lot's built -upon areas and its stormwater collection / conveyance system as
indicated in the Operation and Maintenance agreement.
6. The permittee shall maintain and repair or replace any of the components of the lot's stormwater collection and
conveyance system such that the lot's runoff is captured and adequately conveyed to the BMP.
7. Upon completion of the permitted construction on this lot, and prior to occupancy of the facility, the permittee shall
submit to the Division the completed Designer's Certification accompanied by an as -built survey of the projects
built -upon areas and stormwater collection / conveyance system.
8. 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 the approved plans, regardless of size.
b. Redesign of or addition to the maximum approved amount of built -upon area.
C. Further development, subdivision, acquisition. or sale of any, all or part of the project area covered by this
permit.
d. The construction of built -upon area within any future development area noted on the approved plan.
e. Alteration of any component of the approved stormwater conveyance/collection system shown on the
approved plan.
9. The Director may determine that other revisions to the project should require a modification to the permit.
10. This permit shall become void unless the stormwater collection system and built -upon areas of the lot are
constructed and maintained in accordance with the conditions of this permit and per the supporting documents that
are enforceable parts of this permit.
11. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written time
schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide copies
of revised plans and certification in writing to the Director that the changes have been made.
III. GENERAL CONDITIONS
This permit is effective only with respect to the nature and volume of stormwater described in the application,
supplement, and other supporting data. Any other activities undertaken at this site prior to receipt of the necessary
permits or approvals to do so from any local, state or federal government agency having jurisdiction, are
considered violations of NCGS 143-215.1, and subject to the enforcement procedures pursuant to NCGS 143-
215.6.
Page 3of5

State Stormwater Management Systems
Permit Number SW8120617
This permit is not transferable to any person or entity except after notice to and approval by the Director. The permittee
shall submit a completed and signed Name/Ownership Change Form, accompanied by the supporting documentation
as listed on the form, to the Division of Water Quality at least 60 days prior to any one or more of the following events:
a. Further subdivision, sale or conveyance of this lot.
determined by a DWQ inspection.
b. Bankruptcy or foreclosure;
c. Dissolution of the corporate entity or partnership;
d. A name change of the permittee;
e. A name change of the project;
f. A mailing address change of the permittee;
The project must be in compliance with the permit, as
3. The approval of a permit transfer request will be considered on its merits and may or may not be approved.
4. The permittee is responsible for compliance with all terms and conditions of this permit until such time as the
Director approves the permit transfer. Neither the sale of the project nor the conveyance of common area to a thins
party shall be considered as an approved transfer of the permit.
5. Any person or entity found to be in noncompliance with the terms and conditions of this stormwater management
permit or the stormwater rules is subject to enforcement procedures in accordance with North Carolina General
Statute 143 Article 21.
The permittee grants permission for DEN Staff to enter the property for the purpose of inspecting all components
of the permitted stormwater management facility.
The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit
modification, revocation and reissuance or termination does not stay any permit condition.
8. Approved plans, application, supplement forms, calculations and specifications for this project are incorporated by
reference and are enforceable parts of the permit. A copy of this permit, the approved plans and supporting
documents shall be maintained on file by the Permittee for the life of the project.
9. None of the development activities associated with the construction of this project shall cause a wetland standard
violation, a stream standard violation, or other water quality violation. These violations are subject to civil penalties
of up to $25,000.00 per violation per day pursuant NCGS 143-215.6.
Permit issued this the 27th day of July 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
<*ora�Oesakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 4 of 5

State Stormwater Management Systems
Permit Number SW8120617
Stormwater Project Number SW8120617
Fdendzy'z
New Hanover County
Designer's Certification — Offslte Lot
I, , as a duly registered in the State of North Carolina, having been
authorized to observe (periodically/ weekly/full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the project construction such that the construction was observed to be built
within substantial compliance and intent of the approved plans and specifications.
Required Items to be checked for this certification to be considered complete are on page 2 of this form.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date
Certification Requirements:
1. The lot contains no more than the maximum permitted amount of built -upon area.
2. All the built -upon area associated with this permit is graded such that the runoff drains to the permitted
offsite BMP.
3. The lot has been stabilized with permanent vegetation to prevent erosion.
4. Vegetated slopes are no steeper than 3:1.
Roof drains are located such that building runoff drains into the system.
_. The inlet from this project into the approved offsite BMP is located per the approved plans and does not
cause short-circuiting.
7. The stormwater conveyance / collection system on the lot adequately conveys the design storm runoff
to the system and has not been altered from its permitted condition.
cc: NCDENR-DWQ
Inspector, New Hanover County Building Inspections
Page 5 of 5

DWQ USE ONLY
Da Received
Fee Paid
Permit Number
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 Water Quality
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.):
Friendzv'z
2. Location of Project (street address):
5820 market Street
City:Wilmington County:New Hanover Zip:28405
3. Directions to project (from nearest major intersection):
Project is approximately 1,900 LF heading north on Market Street from Market Street/Eastwood Road
intersection on the right
4. Latitude:34° 14' 57" N Longitude:77° 51' 27" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): []New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberS.=7 _,its issue date (if known)February 26, 2004 and the status
of construction: ❑Not Started ®Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ®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 DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 3.48 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
JUN 2 7 2012
Bv:_fL,�-dlff % T
EC E
z a you
Form SWU-101 Version 07Jun2010 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:Friendzy'z. LLC
Signing Official & Title:Nicole Turley - Member/Manager
b. Contact information for person listed in item 1a above:
'1t3
Street Address:F449 HuntinLr RidLye Road k .
/a5
City:Wilmington State:NC Zip:28411
Mailing Address (if applicable):
City: State: Zip:
Phone: (910 ) 297-2657 Fax:
Emaitnicturley®gmail.com
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:Gulf. Worsley & Cowper Properties, LLC
Signing Official & Title:Ton T. Vincent - Manager
b. Contact information for person listed in item 2a above:
Street Address:1508 Military Cutoff Road, Suite 302
City:W hTLington State:NC Zip:28403
Mailing Address (if applicable):
City: State: Zip:
Phone: (910 ) 256-0101 Fax: ( )
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: 1
Signing Official & Title:
b. Contact information for person listed in item 3a above: JUN 2 % 2012
Mailing Address:_ "�X. ""
City: State: Zip:
Phone: ( ) Fax:
Email: _
4. Local jurisdiction for building permits: New Hanover Coun �J
Point of Contact: Phone #: 2
Form SWU-101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, bn'eflv summarize how the stormwater runoff will be treated.
Offsite wet detention basin
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph H — Post Construction
3. Stormwater runoff from tl-us project drains to the Cape Fear River basin.
4. Total Property Area: 3.48 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area':
3.48 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 72.2 %
9. How many drainage areas does the project have?1 (For high density, count I for each proposed engineered
stormwater BMP. For low density and other projects, use I for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
DramageAreal
Drain e Area ,-._,
Draina e Area _
Drainage Area
Receiving Stream Name
Bradley
Creek/Cape
Fear
Stream Class *
Sc, HQW
Stream Index Number *
18-87-24-4-(1)
Total Drainage Area (sf)
151,475
On -site Drainage Area (sf)
151,475
Off -site Drainage Area (sf)
Proposed Impervious Area** (sf)
109,311
% Impervious Area** (total)
72.2
Im-4ous" Surface Area
Drainage Area _
Drainage Area
Drainage Area
Drainage Area
On -site Buildings/Lots (sf)
20,620
On -site Streets (sf)
On -site Parking (sf)
1,262
On -site Sidewalks (sf)
3,590
_ M
Other on -site (sf)
12,247
' `
Future (sf)
24,063
JUN
Off -site (sf)
' f
Existing BUA*** (sf)
47,529
. __
Total (sf):
109,311
* Stream Class and Index Number can be determined at: http:142ortal.n.cden.r.org/web/wq[2s/csu/classifications
** Im envious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 07Jun2010 Page 3 of 6

�* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing B UA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Pro 8ects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subiect to more stringent stormwater requirements as per 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 h!W://12ortal.ncdenr.org/web/wq/ws/su/­bMp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
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/LAA/ws/su/statesw/forms docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. AU original documents WJST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://yortal.ncdenr.org/web/wq/ws/su/statesw/forms docs.
tials
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 V11 below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M A, P
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http:/ /www.envhelp.org/pages/onestopexRress.htnil 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 drains to class SA waters within 1/2 mile of the site boundary, include the 1/z
mile radius on the map. n
7. Sealed, signed and dated calculations. �l
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. C I ,N
e. North arrow.
f. Scale.
g. Revision number and dates. JUN 2 % 2012
h. Identify all surface waters on the plans by delineating the normal pool elevatio If
impounded structures, the banks of streams and rivers, the MHW or NHW line pf tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal wat s'.
i. Dimensioned property/project boundary with bearings & distances. ��� ��
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevatio 202
1. Details of roads, drainage features, collection systems, and stormwater contro ea
Form SWU-101 Version 07Jun2010 Page 4 of 6

m. 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).
V tat d buff h - d
F. ege a ers (w ere requue }. ���
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
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
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 5266 Page No: 1909
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hgg:/ /www.secretaly.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wg/ws/su/statesw/forms does. 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 DWQ and that they will be recorded prior to the s
�ilV E,-
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individu POfZJ AR as
consulting engineer and/or firm) so that they may provide information on your behalf project (such as
addressing requests for additional information).
Consulting Engineer:Garry S. Pape, P.E.
Consulting Firm: GSP Consulting, PLLC.
Mailing Address:6626 Gordon Road, Unit C
City:Wilmin Ion
Phone: (910 ) 442-7870
Email:gpape®gsp-consulting.com
State:NC
Zip:28411
Fax: (910 ) 799-6659
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) Ton T. Vincent , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) Nicole Turley with (print or type name of organization listed in
Contact Information, item 1a) Friendzy'z, LLC to develop the project as rend a copy of
the lease agreement or pending property sales contract has been provided with the Cates the
party responsible for the operation and maintenance of the stormwater system. )�
p Z 4 LUIL
Form SWU-101 Version 07Jun2010 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 DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ 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 143-215.1 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.
Date: 4, 1
I, a Notary Public for the State of �� e_ County of
do hereby certify that TDn l . \J I ���� personally appeared
before me this day of��� and ac wledge th ue execution -of the a plication for
a stormwater permit. Witness my hand and official se
SEAL
My commission expires.,1T;Z� — N _ \1
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) Nicole Turley
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000, SL 2006-246 (Ph. H - Post Construction) or SL 2008-211.
Signature: Date: 6
of N e#•1, C& I O'k- , County of
of I6*1
commission expires &? (1 `It
"EE-E ...
UN 2 7 2012
EIVE�
Form SWIJ-101 vcrsion 07Jun2010 Page 6 of 6

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
OFF -SITE SYSTEM SUPPLEMENT
FOR DEVELOPMENT DRAINING TO PERMITTED OFF -SITE TREATMENT SYSTEMS
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
off -site system supplement for each off -site stormwater treatment system, appropriate supplement forms for any
on -site stormwater treatment systems, and plans and specifications showing all stormwater conveyances and
drainage details for the project.
I. PROJECT INFORMATION
Project Name: Friendzy'z
Contact Person: Garry S. Pape, P.E. - GSP Consulting, PLLC Phone Number: ( 910)442-7870
Is all drainage from the project directed to the off -site system? (check one): ® Yes ❑ No
II. OFF -SITE SYSTEM INFORMATION (please complete the following information for the off -site system
that will treat runoff from your project):
Permit No. SW8 000647
Project Name:Market Street Business
Type of System (wet pond, infiltration basin, etc.):wet pond
Lot No. (if part of a subdivision):2
How much built upon area draining to the permitted treatment system has been allocated to this
project? 109311
III. REQUIRED ITEMS CHECKLIST
Prior to issuing an off -site permit, verification of the following information must be provided. Initial in the
space provided to indicate that the following requirements have been met and supporting documentation is
attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form, the
agent may initial below. If a requirement has not been met, attach justification.
nF:CEiVEX1%
JUN 2 7 2012
Form SW40 1 -Off-Site System-Rev.1 Page 1 of 2"
sv:�

Applicants Initials
a. Deed restrictions limiting the built -upon area on the site have been recorded.
_jJ - b. Engineers certification for the existing off -site system has been submitted to DWQ.
'r c. There are no outstanding Notices of Violation for the off -site system.
d. Off -site system is in compliance with the issued permit.
IV. STORMWATER COLLECTION SYSTEM MAINTENANCE REQUIREMENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time.
2. Accumulated sediment and trash will be removed from the collection system as necessary. Swales and
ditches will be reseeded or sodded following sediment removal.
3. Eroded areas of swales and ditches will be repaired and reseeded. Swales and ditches will be revegetated as
needed based on monthly inspections.
4. The collection system, including catch basins, curb cuts, velocity reduction devices, and piping, will be
inspected monthly or after every significant runoff producing rainfall event. Trash and debris will be
cleared away from grates, curb cuts, velocity reduction devices, and piping.
5. The collection system may not be altered in any way without prior approval from NCDENR Division of
Water Quality. EC E'V►E
APR 2 4 2012 5
I acknowledge and agree by my signature below that I am responsible for maintainle stormwater coll
' ion
system in accordance with the five maintenance procedures listed above. I agree to n8t6;FrD3UQ of any
problems with the system or prior to any changes to the system or responsible party.
Print Name and Title:Friendzy'z, LLC - Nicole Turley - Member/Manager
28412
Phone:
Signati
Note: The legally responsible party should noWa homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, Gala r `4 s • �� C. , a Notary Public for the State of P 0 r Laia Ui �, County of
NOW 0t^-bv4&f , do hereby certify that 1yo�C -T_r � m personally appeared before me this f�M
day of : 1 �i.�+� 'tom , and acknowled a the due execution of the forgoing d t d'`�°" a Rt r nwater
collection sysrxq nce requirements. Witness my hand and official seal, t JUN 2 7 2012
�"��„��_
A
NIOTAF?y, BY:
Notary Publ
Z E1BL�G �2� My commission expires 0411
Form SWU-106 Rev $ i3'�`� "`� Page 2 of 2

■'IME
Vt_V1L_FNM _ INV I CJ.
1. NEW HANOVER CO. PARCEL NO.:
IN -314815.53.2992
k
f g
PID R05010-001=003-000
r SITE ADDRESS: 5820 MARKET STREET
2. TOTAL TRACT AREA 3.48 AC.t
�}
---- __..--- 3. EXISTING ZONING DISTRICT RB
-�..----_-_--_-�___ Ord__________
__ .- - - - - - - REQUIRED
ci F6_4 B° f __ nskor {6L1 i�uSTic tij
_____ - SETBACKS - 25' FRONT
25' CORNER
O' SIDE
CasYeaat
LL£ 15' REAR
}
PROVIDED
�, Y.� C,..,., —
t t; it
i k} } i n — -.. - ..._._ — SETBACKS - 362.1' FRONT (MARKET STREET)
ib'J ¢t{
66.5 WEST SIDE
€ { 12.3'_EAST SIDE
214.0' REAR
} I U4°; fl 11 T I - 4. CAMA LAND CLASSIFICATION: URBAN
ir�5. THIS PROPERTY DOES NOT CONTAIN 401 OR 404 WETLANDS
t '} 6. THE TRACT IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. REFERENCE
} ,}it WOW
;} a NC FIRM MAP # 370314800J, EFFECTIVE APRIL 3, 2006.
} "
7. DUMPSTER PAD TO BE LOCATED ON ADJACENT PROPERTY.
it
!€
j ,-.—. — �
DEVELOPMENT DATA:
_-_ _!____ _ }
_ _ _ _ _ _ _ _ -----------_ _-_ _---------__ LOT AREA - .48
} j ------------
PROPOSED 3 AC
t ,• � r � '"t' .�' ,� °' dire ;
PROPOSED LAND USE: PRIVATE RECREATION FACILITY
BLDG. COVERAGE: 20,528 S.F. (13.57*)
GROSS FLOOR AREA: 20,268 S.F.
5S
L BLDG. HGT. - 1-STORY f 35'
} , --
.�_.v... �.,.�... PARKING -
i
MIN. REO'D. 0 1-SP./400 S.F. GF'A 51
MAX. PERMT'D. 0 1 SP./200 S.F. = 101
89 SPACES PROV'D. *'
(H/C REO'D. 0 4 FOR 76-100 SPACES) _
4 H/C SPACES PROV'D. #*
BIKE PARKING -
MIN. REO'D. 0 5 f 100 PARKING SPACES = 5
SHT C-0 COVER SHEET : 5 SPACES PROV'D.:
V I L, 11 V 1 1 T IVI fA l�
(ITS)
SHT C 1 GENERAL NOTES SEWER & WATER CAPACITY
PROPOSED SEWER -'6075 GPD (0 15 GPD/PERSON) PROPOSED WATER - 7594
DEVELOPS OWNER SHT C--2 EXISTING CONDITIONS PLAN GPD (0 1.25% SEWER USE)
ACES -
SURF
SHT C-3 SITE INVENTORY PLAN SUF EXISTING BUA 49,454 S.F.
APPROVED
LEut'N"' D SHT C-4 SITE, GRADING, UTILITY, DRAINAGE & BUA TO BE REMOVED - 1,925 S.F.SUBTOTAL 47.529 S.F. NORTH` A LI E IR NMEN
Friendzy'z, EROSION & SEDIMENT CONTROL PLAN' ON -SITE NEW BUA MANAGEMENT COMMISSION
DESCRIPTION EXISTING PROPOSED 713 HUNTING RIDGE ROAD SHT C-5 STANDARD DETAILS ROOFTOP 20,620 S.F. DIVISION OFWATER QUALITY
---------------------
1 CONTOURINTERVAL
PAVEMENT - 1,262 S.F.
WILMINGTON, NC 284�12
SHT C-6 STANDARD DETAILS OTHER (RUBBER SURFACE) 12,247 S.F. g t�pc�V"A Pt0
5' CONTOUR INTERVAL --------.�-- CONCRETE - 3,590 S.F. 10
PHONE: [phone] SHT L-1.1 - LANDSCAPE PLAN SUBTOTAL 37,719 S.F.
PROPERTY LINE ----#--¢-�-�--- (NOTE: NC DWO STORMWATER PERMIT #-5W8 000647 ALLOWS FOR UP TO 109,311
ROADWAY CENTERLINE _._ .....___ _ ____ __ _.._ _ _-_._ _ _-------_—_---
S.F. OF BUA COVERAGE FOR THIS LOT.)
EXISTING BUA - 47,529 S.F. ...
PROPOSED BUA 37,719 S.F. �_ x RIGHT OF WAY LIMITS. _.,,.®..._... o...
_..._..._.,._. _..._........_..._..._..._..._
U
EASEMENT LINE..... - ..........................-_._.._..a.,;_.:_-,
TOTAL BUA - 85,248 S.F. _ ;
CURB & GUTTERFUTURE AVAILABLE BUA 24,063 S.F. B�?Ci�� -,
SANITARY SEWER FACILITIES DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE CITY OF WILMINGTON
STORM SEWER FACILITIES - - - - - - - - LAND DEVELOPMENT CODE & TECHNICAL STANDARDS MANUAL.
WATERLINE
2. PROJECT SHALL COMPLY WITH ALL CITY, STATE & FEDERAL REGULATIONS.
PREPARED BY:
FIRE HYDRANT ASSEMBLY
WATERWAYS ---------------...---- N/A 000l0�00 aOOO°OO
�0000 u i
NORTH CAROLINA
PROPOSED - Public Services s Engineering Division o o Q� f o b
For each open utility cut of SEAL
X CityLT0streets, a $325 permit APPROVED STORMWATER MANAGEMENT PLAN o o a
PROPOSED LOT AND S.F. 5,000 s.f.mUs'Na L Co
P a
p o o° 03i315 e o
o5dalkshall be required from the °° oFNG I NEB¢
OPEN SPACE LABEL Q PG' City prior to occupancy
STREET SIGN Date: .Permit .#
and/or project acceptance. Signed:
°9
OPEN SPACE .. h � � � : � � 00u00
(!
6� z ��
404 WETLANDS 6626 Gordon Road, Unit C, Wilmington, North Carolina 28411 tel: [phone] fax: [phone] License # P-0718 Approved Construction Plan BUILDING SET BACKS pp Name 'Date NOTE:
PRIVATE SANITARY SET BACKS FLOW DIRECTION ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH
Planning THE CITY OF WILMINGTON LAND DEVELOPMENT CODE, TECHNICAL
Traffic STANDARDS MANUAL & THE STATE OF NORTH CAROLING
.
Fire PROJECT NAME: FRIENDZY'Z
GSP CONSULTING PROJECT #: 2012-0001
- 200'

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0 0
o 00 o c
r o
_ - Approved Construction Plan
Name Date
For each open utility cut of
City streets, a $325 permit Planning
shall be required from the
City. prior to occupancy Traffic
®o®
Designer
GSP
Scale
1 " = 50'
Drawn By
Date
GSP
APRIL 2012
License #
job No.
P-0718
2012-0001
and/or project acceptance.
■
Fire
{
CAP 14.
aMN JUN-2
2iA F2- -
Public Services ® Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN {
GRAPHIC SCALE
Date: Permit # 30 o is 30 60
Signed:
1 inch = 30 ft.
PREPARED FOR:
Friendzy'z, LLC.
713 Hunting Ridge Road
Wilmington, NC 28412
910-297-2657
Uff- Erm L"ftuff"O" Nza" ftI- ENURE LE I 101 IN10 b 7 ErEwl &R OL L C' Sheet No.
EG1 N EER1 N G C111112.
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone] :
■O®
FRIENDZY7
Hanoveri1minaton New
North Carolina i

6 -IfrN A-Tu Qf-) '`N7lttyt.t-
jcl
OPERATING AGREEMENT CJ r
OF
FRIENDZY'Z, LLC
THIS OPERATING AGREEMENT (this "Agreement") of FRIENDZY'Z, LLC (the
"Company"), a limited liability company organized pursuant to the North Carolina Limited
Liability Company Act, is executed effective as of the 1st day of July, 2012, by and among the
Company and the persons executing this Agreement as the initial Members (as defined below).
ARTICLE I
DEFINITIONS
1.1. Definitions. The following terms used in this Agreement shall have the following
meanings (unless otherwise expressly provided herein):
a) "Act" means the North Carolina Limited Liability Company Act, as the same
may be amended from time to time.
b) "Agreement" means this Operating Agreement, as same may be amended from
time to time.
c) "Articles of Organization" means the Articles of Organization of the Company
filed with the Secretary of State, as amended or restated from time to time.
d) "Capital Account" means for each Member the account established pursuant to
Section 7.2 hereof and maintained in accordance with the provisions of this Agreement.
e) "Capital Contribution" means any contribution to the capital of the Company
in cash or property by a Member whenever made.
f) "Code" means the Internal Revenue Code of 1986, as amended from time to
time (and any corresponding provisions of succeeding law).
g) "Company" means FRIENDZY'Z, LLC.
h) "Fiscal Year" means the calendar year•, provided that the first Fiscal Year of
the Company shall commence on the date of formation of the Company and continue through
December 31, 2012.
i) "Income " means, for each Fiscal Year or other period, each item of income and
gain as determined, recognized and classified for federal income tax purposes, provided that any
income or gain that is exempt from federal income tax shall be included as if it was an item of
taxable income.
j) "Initial Capital Contribution" means the initial contribution to the capital of the
Company made by a Member pursuant to Article VII, Section 1(a) of this Agrpgment
JUL 24 2012
vtq br a, t Yb

k) "Majority" means a combination of any Members that own more than fifty
percent (50%) of the membership interests of the Company.
1) "Majority in Interest" means, with respect to any referenced group of Members,
a combination of any of such Members who, in the aggregate, own more than fifty percent
(50%) of the Membership Interests owned by all of such referenced group of Members.
m) "Member" means each Person designated as a member of the Company on
Schedule I hereto, or any additional member admitted as a member of the Company in
accordance with Article IX "Member" refers to such Persons as a group.
n) "Membership Interest" means all of a Member's rights in the Company,
including without limitation, the Member's share of the profits and losses of the Company, the
right to receive distributions of the Company's assets, any right to vote and any right to
participate in the management of the Company as provided in the Act and this Agreement. As to
any Member, Membership Interest shall mean the percentage set forth opposite such Member's
name on Schedule I hereto.
o) "Person" means an individual, a trust, an estate, or a domestic corporation, a
foreign corporation, a professional corporation, a partnership, a limited partnership, a limited
liability company, a foreign limited liability company, an unincorporated association, or another
entity.
p) "Secretary of State " means the Secretary of State of North Carolina..
ARTICLE II
FORMATION OF THE COMPANY
2.1. Formation. The Company was formed on April 13, 2012, upon the filing with the
Secretary of State of the Articles of Organization of the Company. In consideration of the mutual
premises and covenants contained herein and other good and valuable consideration, the receipt
and sufficiency of which is hereby acknowledged, the parties hereto agree that the rights and
obligations of the parties and the administration and termination of the Company shall be
governed by this Agreement, the Articles of Organization and the Act.
2.2. Name. The business and affairs of the Company shall be conducted under the name
FRIENDZY'Z , LLC. The name of the Company may be changed from time to time by
amendment of the Articles of Organization. The Company may transact business under an
assumed name by filing an assumed name certificate in the manner prescribed by applicable law.
2.3. Registered Office and Registered Agent. The Company's registered office shall be
713 Hunting Ridge Road, Wilmington, NC 28412, and the name of its initial registered agent
at such address shall be Judi Edelman.
2.4. Principal Place of Business. The principal place of business of the Company within

the State of North Carolina shall be 713 Hunting Ridge Road, Wilmington, NC 28412. The
Company may locate its place(s) of business and registered office at any other place or places as
the Members may from time to time deem necessary or advisable.
2.5. Term. The Company shall continue in existence as specified in the Company's
Articles of Organization, unless the Company is earlier dissolved and its affairs wound up in
accordance with the provisions of this Agreement or the Act.
2.6. Purposes and Powers.
a) The Company may engage in any lawful business for which limited liability
companies may be organized under the Act unless a more limited purpose is stated in the Articles
of Organization.
b) The Company shall have any and all powers which are necessary or desirable
to carry out the purposes and business of the Company, to the extent the same may be legally
exercised by limited liability companies under the Act. The Company shall carry out the
foregoing activities pursuant to the arrangements set forth in the Articles of Organization and this
Agreement.
2.7. Nature of Members' Interests. The interests of the Members in the Company shall
be personal property for all purposes. Legal title to all Company assets shall be held in the name
of the Company. Neither any Member nor a successor, representative or assign of such Member,
shall have any right, title or interest in or to any Company property or the right to partition any
real property owned by the Company. Interests may be evidenced by a certificate of membership
interest issued by the Company, in such form as the Members may determine.
ARTICLE III
MANAGEMENT
3.1. Management. The business and affairs of the Company shall be managed by the
Members. In addition to the powers and authorities expressly conferred by this Agreement upon
the Members, the Members shall have full and complete authority, power and discretion to
manage and control the business of the Company, to make all decisions regarding those matters
and to perform any and all other acts or activities customary to or incident to the management of
the Company's business.
3.2. Committees of the Members. The Members, by resolution, from time to time may
designate from among the Members one or more committees, each of which shall be comprised
of one or more of the Members, and may designate one or more of the Members as alternate
Members of any committee, who may, subject to any limitations imposed by the Members,
replace absent or disqualified Members at any meeting of that committee. Any such committee,
to the extent provided in such resolution or in this Agreement, shall have and may exercise all of
the authority of the Members, subject to any restrictions contained in this Agreement or the Act.
3.3. Execution of Documents. After approval as provided in Article V below,

and may execute and deliver documents pertaining to
Company business and same shall be binding on the Company.
ARTICLE IV
MEMBERS
4.1. Names and Addresses of Members. The names, addresses and Membership Interests
of the Members are as reflected in Schedule I attached hereto and made a part hereof, which
Schedule shall be as amended by the Company as of the effectiveness of any transfer or
subsequent issuance of any Membership Interest.
4.2. Admission of Members.
a) In the case of a Person acquiring a Membership Interest directly from the
Company, the Person shall become a Member with respect to such Membership Interest on
compliance with the requirements of Article IX and making the Capital Contributions specified
in Article VII, Sectionl.
b) An assignee of a Membership Interest shall become a Member on compliance
with the requirements of Article IX.
c) Any Person may become a Member in accordance with Article IX unless such
Person lacks capacity or is otherwise prohibited from being admitted by applicable law.
ARTICLE V
MEETINGS OF MEMBERS
5.1. Annual Meeting of Members. An annual meeting of the Members will be held at
such time and date at the principal office of the Company or at such other place within or without
the State of North Carolina as shall be designated by the Members from time to time and stated
in the notice of the meeting. The purposes of the annual meeting need not be enumerated in the
notice of such meeting.
5.2. Special Meeting of Members. Special meetings of the Members may be called by
the holders of not less than fifty percent (50%) of all the Membership Interests. Business
transacted at all special meetings shall be confined to the purpose or purposes stated in the notice.
5.3. Notice of Meetings of Members. Written notice stating the place, day and hour of
the meeting and, additionally in the case of special meetings, stating the principal place of
business of the Company as the location and the purpose or purposes for which the meeting is
called, shall be delivered not less than ten (10) nor more than sixty (60) days before the date of
the meeting, to each Member of record entitled to vote at such meeting.
5.4. Record Date. For the purpose of determining Members entitled to notice of or to
vote at any meeting of members or any adjournment thereof, or Members entitled to receive
payment of any distribution, or to make a determination of Members for any other purpose, the

date on which notice of the meeting is mailed or the date on which such distribution is declared,
as the case may be, shall be the record date for such determination of Members. When a
determination of Members entitled to vote at any meeting of Members has been made as
provided in this Section, such determination shall apply to any adjournment thereof.
5.5. Quorum. A Majority in Interest of the Members shall constitute a quorum at all
meetings of the Members, except as otherwise provided by law or this Agreement. Once a
quorum is present at the meeting of the Members, the subsequent withdrawal from the meeting
of any Member prior to adjournment or the refusal of any Member to vote shall not affect the
presence of a quorum at the meeting. If, however, such quorum shall not be present at the
opening of any meeting of the Members, the Members entitled to vote at such meeting shall have
the power to adjourn the meeting from time to time, without notice other than announcement at
the meeting, until the holders of the requisite amount of Membership Interests shall be present or
represented.
5.6. Actions by Members Other than for Election of Members. Except for a matter for
which the affirmative vote of the holders of a greater portion of the Membership Interests entitled
to vote is required by law, the Articles of Organization or this Agreement, not less than fifty
percent (50%) of all the Membership Interests shall be authorized to act for the membership.
All actions of the Members provided for herein may be taken by written consent without a
meeting. Members may participate in any meeting of the Members by means of a conference
telephone or similar communications equipment, provided all persons participating in the
meeting can hear one another, and such participation in a meeting shall constitute presence in
person at the meeting.
5.7. List of Members Entitled to Vote. The Members shall make, at least ten (10) days
before each meeting of Members, a complete list of the Members entitled to vote at such meeting,
or any adjournment of such meeting, arranged in alphabetical order, with the address of and the
Membership Interest held by each, which list, for a period of ten (10) days prior to such meeting,
shall be kept on file at the registered office of the Company and shall be subject to inspection by
any Member at any time during usual business hours. Such list shall also be produced and kept
open at the time and place of the meeting and shall be subject to inspection of any Member
during the whole time of the meeting. However, failure to comply with the requirements of this
Section shall not affect the validity of any action taken at such meeting.
5.8. Registered Members. The Company shall be entitled to treat the holder of record of
any Membership Interest as the.holder in fact of such Membership Interest for all purposes, and
accordingly shall not be bound to recognize any equitable or other claim to or interest in such
Membership Interest on the part of any other person, whether or not it shall have express or other
notice of such claim or interest, except as expressly provided by this Agreement or the laws of
North Carolina.
ARTICLE VI
LIMITATION OF LIABILITY AND INDEMNIFICATION OF MEMBERS
6.1. Limitation of Liability. No Member of the Company shall be liable to the Company

or its Members for monetary damages for an act or omission in such person's capacity as a
Member, except as provided in the Act for (i) acts or omissions which a Member knew at the
time of the acts or omissions were clearly in conflict with the interests of the Company, (ii) any
transaction from which a Member derived an improper personal benefit, or (iii) acts or omissions
occurring prior to the date this provision becomes effective. If the Act is amended to authorize
action further eliminating or limiting the liability of Members, then the liability of a Member of
the Company shall be eliminated or limited to the fullest extent permitted by the Act as so
amended. Any repeal or modification of this section shall not adversely affect the fight or
protection of a Member existing at the time of such repeal or modification.
6.2. Indemnification. The Company shall indemnify the Members to the fullest extent
permitted or required by the Act, as amended from time to time, and the Company may advance
expenses incurred by the Member upon the approval of the Members and the receipt by the
Company of an undertaking by such Member unless it shall ultimately be determined that such
Member is not entitled to be indemnified by the Company against such expenses. The Company
may also indemnify its employees and other representatives or agents up to the fullest extent
permitted under the Act or other applicable law, provided that the indemnification in each such
situation is first approved by Members owning a Majority in Interest.
6.3. Other Rights. The indemnification provided by this Agreement shall: (i) be deemed
exclusive of any other rights to which a person seeking indemnification may be entitled under
any statute, agreement, vote of Members, or otherwise; (ii) continue as to a person who ceases to
be a Member; (iii) inure to the benefit of the estate, heirs, executors, administrators or other
successors of an indemniee; and (iv) not be deemed to create any rights for the benefit of any
other person or entity.
6.4. Report to Members. The details concerning any action to limit the liability,
indemnify or advance expenses to a Member taken by the Company shall be reported in writing
to the Members with or before the notice or waiver of notice of the next Members' meeting or
with or before the next submission to Members of a consent to action without a meeting or, if
sooner, separately within ninety (90) days immediately following the date of the action.

ARTICLE VII
CONTRIBUTIONS TO CAPITAL AND CAPITAL ACCOUNTS; LOANS
7.1. Capital Contribution: Loans.
a) Upon execution of this Agreement, each Member agrees to contribute cash to
the Company in the amount set forth as the Initial Capital Contribution of such Member on
Schedule I, attached hereto.
b) If the Members determine that the Initial Capital Contributions are insufficient
to carry out the purposes of the Company, the majority in interest of the Members may require
additional contributions to the capital of the Company. In such event each of the Members shall
be obligated to make such additional contributions (each an "Additional Capital Contribution")
to the Company ratably in accordance with such Members' then existing Membership Interest
within the time period approved by the Majority in Interest of the Members. In the event any
Member fails to fulfill any commitment to contribute additional capital (the "Defaulting
Member"), the Members may elect to allow the remaining Members (the "Lending Members") to
contribute to the Company, pro rata by Membership Interest, such Additional Capital
Contribution. All amounts so contributed by the Lending Members shall be considered a loan to
the Defaulting Member bearing interest at the prime rate, as set out in the Wall Street Journal on
the date of the loan, plus one percent (1%) simple interest, until repaid. In addition, until all of
such loans are repaid by the Defaulting Member, all distributions from the Company which
would have been paid to the Defaulting Member shall be paid to the Lending Members in
proportion to the then outstanding interest and principal of such loans.
c) No Member shall be paid interest on any Capital Contribution to the Company.
d) In addition to the loans to the Defaulting Member provided for in Section 1(b)
above, upon approval of the terms thereof by the Members, any Member may make a loan to the
Company upon commercially reasonable terms. Loans by a Member to the Company shall not be
considered Capital Contributions.
7.2. Capital Accounts.
a) The Company shall maintain a separate capital account (each a "Capital
Account") for each Member pursuant to the principles of this Section 2 and Treasury Regulation
Section 1.704-1(b)(2)(iv). The Initial Capital Account of each Member shall be the Initial Capital
Contribution of such Member. Such Capital Account shall be increased by (i) the amount of the
subsequent Capital Contributions of such Member to the Company under Article VII, Section 1
and (ii) such Member's allocable share of Company Income and Net Income pursuant to Article
VIII, Section 3. Such Capital Account shall be decreased by (i) the amount of cash distributed to
the Member by the Company pursuant to Article VIII, Section 1 and (ii) such Member's allocable
share of Loss and Net Loss pursuant to Article VIII, Section 3.
b) The provisions of this Section 2 and other portions of this Agreement relating
to the proper maintenance of Capital Accounts are designed to comply with the requirements of

Treasury Regulation Section 1.704-1(b). The Members intend that such provisions be interpreted
and applied in a manner consistent with such Treasury Regulations. The Members are authorized
to modify the manner in which the Capital Accounts are maintained if the Members determine
that such modification (i) is required or prudent to comply with the Treasury Regulations and (ii)
is not likely to have a material effect on the amounts distributable to any Member upon the
dissolution of the Company.
7.3. Withdrawal or Reduction of Members' Contributions to Capital.
a) No Member shall have the right to withdraw all or any part of its Capital
Contribution or to receive any return on any portion of its Capital Contribution, except as may be
otherwise specifically provided in this Agreement. Under circumstances involving a return of
any Capital Contribution, no Member shall have the right to receive property, other than cash.
b) Except as shown on Schedule II attached, no Member shall have priority over
any other Member, either as to the return of Capital Contributions or as to Net Income, Net
Losses or distributions; provided that this subsection shall not apply to loans (as distinguished
from Capital Contributions) which a Member has made to the Company.
7.4. Liability of Members. No Member shall be liable for the debts, liabilities or
obligations of the Company beyond his or its respective Initial Capital Contribution and any
Additional Capital Contribution required of such Member pursuant to Article VII, Section 1(b)
above. Except as otherwise expressly provided herein, no Member shall be required to contribute
to the capital of, or to loan any funds to, the Company.
ARTICLE VIII
DISTRIBUTIONS, ELECTIONS AND REPORTS
8.1. Distributions. As shown on Schedule II attached, the Members shall distribute Cash
and other property at such times and in such amounts as they, acting with majority approval, may
determine, in their sole discretion. All distributions of Cash or other property shall be made to
the Members in proportion to their respective Membership Interests. Except as provided in this
Agreement, all distributions of Cash and property shall be made at such time as determined by
the Members.
8.2. Limitation Upon Distributions. No distribution shall be declared and paid if
payment of such distribution would cause the Company to violate any limitation on distributions
provided in the Act.
8.3. Allocations for Tax Purposes. Each item of Income, Net Income or Net Loss of the
Company shall be allocated to the Members as shown on Schedule II attached.
8.4. Tax Matters Partner. The Members may designate a Member as the "tax matters
partner" for federal income tax purposes. The tax matters partner is authorized and required to
represent the Company in connection with all examinations of the Company's affairs by tax
authorities, including resulting administrative and judicial proceedings, and to expend Company

funds for professional services and costs associated therewith. The tax matters partner shall have
the final decision making authority with respect to all Federal income tax matters involving the
Company. The Members agree to cooperate with the tax matters partner and to do or refrain
from doing any or all things reasonably required by the tax matters partner to conduct such
proceedings. Any direct out-of-pocket expense incurred by the tax matters partner in carrying
out his obligations hereunder shall be allocated to and charged to the Company as an expense of
the Company for which the tax matters partner shall be reimbursed.
8.5. Records and Reports. At the expense of the Company, the Members shall maintain
records and accounts of all operations and expenditures of the Company. The Company shall
keep at its principal place of business the records required by the Act to be maintained there.
8.6. Books of Account.
a) The Company shall maintain the Company's books and records and shall
determine all items of Income, Loss, Net Income and Net Loss in accordance with the method of
accounting selected by the Members, consistently applied. All of the records and books of
account of the Company, in whatever form maintained, shall- at all times be maintained at the
principal office of the Company and shall be open to the inspection and examination of the
Members or their representatives during reasonable business hours. Such right may be exercised
through any agent or employee of a Member designated by it or by an attorney or independent
certified public accountant designated by such Member. Such Member shall bear all expenses
incurred in any examination made on behalf of such Member.
b) All expenses in connection with the keeping of the books and records of the
Company and the preparation of audited or unaudited financial statements required to implement
the provisions of this Agreement or otherwise needed for the conduct of the Company's business
shall be borne by the Company as an ordinary expense of its business.
8.7. Company Tax Return and Annual Statement. The Members shall cause the
Company to file a Federal income tax return and all other tax returns required to be filed by the
Company for each Fiscal Year or part thereof, and shall provide to each person who at any time
during the Fiscal Year was a Member with an annual statement (including a copy of Schedule K-
1 to Internal Revenue Service Form 1065) indicating such Member's share of the Company's
income, loss, gain, expense and other items relevant for Federal income tax purposes. Such
annual statement may be audited or unaudited as required by the Members.
8.8. Bank Accounts. The bank account or accounts of the Company shall be maintained
in the bank approved by the Members. The terms governing such accounts shall be determined
by the Members and withdrawals from such bank accounts shall only be made by such parties as
may be approved by the Members.
ARTICLE IX
TRANSFERABILITY OF MEMBERSHIP INTERESTS; ADMISSION OF MEMBERS
9.1. Transferability of Membership Interests. The term "transfer" when used in this

Agreement with respect to a Membership Interest includes a sale, assignment, gift, pledge,
exchange or other disposition. A Member shall not at any time transfer its Membership Interest
except in accordance with the conditions and limitations set out in Section 2 hereinbelow. Any
transferee of a Membership Interest by any means shall have only the rights, powers and
privileges set out in Section 3 hereinbelow or otherwise provided by law and shall not become a
Member of the Company except as provided in Section 4 hereinbelow.
9.2. Restrictions on Transfers of Membership Interests. Should any undersigned
Member desire to sell or transfer any portion or all of his Membership Interest in the Company,
then said Membership Interest shall be first offered to the remaining undersigned Members by a
written proposal which shall set forth in detail the terms and conditions of any offer to buy said
Membership Interest and the names of all persons making said offer. The remaining undersigned
Members shall have the right to meet the terms and conditions of that offer, to be exercised at
any time within thirty (30) days after receipt of said written proposal according to the percentage
of their ownership. To the extent that the remaining undersigned Members do not meet the terms
and conditions of the offer, then the Member desiring to sell or transfer shall have the right to
accept the original responsible offer.
9.3. Rights of Transferee. Unless and until admitted as a Member of the Company in
accordance with Section 4, the transferee of a Membership Interest shall not be entitled to any of
the rights, powers, or privileges of a Member, exccpt that the transferee shall be entitled to
receive the distributions and allocations to which the Member would be entitled but for the
transfer of his Membership Interest.
9.4. Admission of Transferees as Members. A transferee of a Membership Interest may
be admitted as a Member of the Company upon furnishing to the Company all of the following:
a) The written unanimous consent of all members;
b) The acceptance, in a form satisfactory to the Members, of all the terms and
conditions of this Agreement; and
c) Payment of such reasonable expenses as the Company may incur in connection
with his admission as a Member.
9.5. Admission of New Members. New Members to the Company may only be admitted
with the unanimous consent of all members, upon compliance with all terms specified by the
Members and upon receipt by the Company of an opinion of counsel, satisfactory in form and
substance to a Majority of the Members, that neither the offering nor the proposed sale of the
Membership Interest will violate any Federal or applicable state securities law and that neither
such offering or sale will adversely affect the Company from being taxed as a partnership for
Federal income tax purposes.
ARTICLE X
DISSOLUTION AND TERMINATION

10.1. Withdrawal. Except as otherwise provided in this Agreement, no Member shall at
any time retire or withdraw from the Company or withdraw any amount out of his Capital
Account. Any Member retiring or withdrawing in contravention of this Section 1 shall
indemnify, defend and hold harmless the Company and all other Members (other than a Member
who is, at the time of such withdrawal, in default under this Agreement) from and against any
losses, expenses, judgments, fines, settlements or damages suffered or incurred by the Company
or any such other Member arising out of or resulting from such retirement or withdrawal.
10.2. Dissolution.
a) The Company shall be dissolved upon the first of the following to occur:
i) When the period fixed for the duration of the Company in the Articles
of Organization shall expire;
ii) Upon the election to dissolve the Company by all of the Members;
iii) Upon the happening of any event of withdrawal (as defined in the Act)
with respect to any Member, unless there is at least one remaining Member and the business of
the Company is continued by the written consent of the remaining Members holding a Majority
in Interest within ninety (90) days of the action by or affecting the withdrawing Member; or
iv) The entry of a decree of judicial dissolution or the issuance of a
certificate for administrative dissolution under the Act.
b) Upon dissolution of the Company, the business and affairs of the
Company shall terminate and be wound up, and the assets of the Company shall be liquidated
under this Article.
c) Dissolution of the Company shall be effective as of the day on which the
event occurs giving rise to the dissolution, but the Company shall not terminate until there has
been a winding up of the Company's business and affairs, and the assets of the Company have
been distributed as provided in Section 4.
d) Upon dissolution of the Company, the Members may cause any part or all
of the assets of the Company to be sold in such manner as the Members shall determine in an
effort to obtain the best prices for such assets; provided, however, that the Members may
distribute assets of the Company in kind to the Members to the extent practicable.
10.3. Articles of Dissolution. Upon the dissolution and commencement of the winding
up of the Company, the Members shall cause Articles of Dissolution to be executed on behalf of
the Company and filed with the Secretary of State, and an authorized Member shall execute,
acknowledge and file any and all other instruments necessary or appropriate to reflect the
dissolution of the Company.
10.4. Distribution of Assets Upon Dissolution. In settling accounts after dissolution, the

assets of the Company shall be paid in the following order:
a) First, to creditors, in the order of priority as provided by law, except those to
Members on account of their Capital Contributions;
b) Second, as set forth on Schedule II attached.
10.5. Distributions in Kind. If any assets of the Company are distributed in kind, such
assets shall be distributed to the Members entitled thereto as tenants -in -common in the same
proportions as the Members would have been entitled to cash distributions if such property had
been sold for cash and the net proceeds thereof distributed to the Members. In the event that
distributions in kind are made to the Members upon dissolution and liquidation of the Company,
the Capital Account balances of such Members shall be adjusted to reflect the Members'
allocable share of gain or loss which would have resulted if the distributed property had been
sold at its fair market value.
ARTICLE XI
MISCELLANEOUS PROVISIONS
11.1. Mcmbcr Representations and Agreements. Notwithstanding anything contained in
this Agreement to the contrary, each Member hereby represents and warrants to the Company
and to each other that: (a) the Membership Interest of such Member is acquired for investment
purposes only, for the Member's own account, and not with a view to or in connection with any
distribution, re -offer, resale or other disposition not in compliance with the Securities Act of
1933, as amended, and the rules and regulations thereunder (the "1933 Act") and applicable state
securities laws; (b) such Member, alone or together with the Member's representatives, possesses
such expertise, knowledge and sophistication in financial and business matters generally, and in
the type of transactions in which the Company proposes to engage in particular, that the Member
is capable of evaluating the merits and economic risks of acquiring and holding the Membership
Interest and the Member is able to bear all such economic risks now and in the future; (c) such
Member has had access to all of the information with respect to the Membership Interest
acquired by the Member under this Agreement that the Member deems necessary to make a
complete evaluation thereof and has had the opportunity to question the other Members
concerning such Membership Interest; (d) such Member's decision to acquire the Membership
Interest for investment has been based solely upon the evaluation made by the Member; (e) such
Member is aware that the Member must bear the economic risk of an investment in the Company
for a indefinite period of time because Membership Interests have not been registered under the
1933 Act or under the securities laws of various states and, therefore, cannot be sold unless such
Membership Interests are subsequently registered under the 1933 Act and any applicable state
securities laws or an exemption from registration is available; (f) such Member is aware that only
the Company can take action to register Membership Interests and the Company is under no such
obligation and does not propose to attempt to do so; (g) such Member is aware that this
Agreement provide restrictions on the ability of a member to sell, transfer, assign, mortgage,
hypothecate or otherwise encumber the Member's Membership Interest; (h) such Member agrees
that the Member will truthfully and completely answer all questions, and make all covenants,
that the Company may, contemporaneously or hereafter, ask or demand for the purpose of

establishing compliance with the 1933 Act and applicable state securities laws; and (i) if that
Member is an organization, that it is duly organized, validly existing, and in good standing under
the laws of its state of organization and that it has full organizational power and authority to
execute and agree to this Agreement and to perform its obligations hereunder.
11.2. Notice.
a) All notices, demands or requests provided for or permitted to be given
pursuant to this Agreement must be in writing.
b) All notices, demands and requests to be sent to any Member pursuant to this
Agreement shall be deemed to have been properly given or served if addressed to such person at
the address as it appears on the Company records and (i) personally delivered, (ii) deposited for
next day delivery by Federal Express, or other similar overnight courier services, (iii) deposited
in the United States mail, prepaid and registered or certified with return receipt requested or (iv)
transmitted via telecopier or other similar device to the attention of such person with receipt
acknowledged.
c) All notices, demands and requests so given shall be deemed received: (i) when
actually received, if personally delivered, deposited for next day delivery with an overnight
courier or telecopied, or (ii) as indicated upon the return receipt if deposited in the United States
mail.
d) The Members shall have the right from time to time, and at any time during
the term of this Agreement, to change their respective addresses by delivering to the other parties
written notice of such change in the manner prescribed in Section 3.
e) All distributions to any Member shall be made at the address at which notices
are sent unless otherwise specified in writing by any such Member.
11.3. No Action. No Member shall have any right to maintain any action for partition
with respect to the property of the Company.
11.4. Amendments. This Agreement or the Articles of Organization may only be
amended or modified by a writing executed and delivered by fifty percent (50%) of the
Members.
11.5. Governing Law: Arbitration. This Agreement is made in New Hanover County,
North Carolina, and the rights and obligations of the Members hereunder shall be interpreted,
construed and enforced in accordance with the laws of the State of North Carolina. Any dispute
arising out of or in connection with this Agreement or the breach thereof shall be decided by
arbitration to be conducted in New Hanover County, North Carolina in accordance with the then
prevailing commercial arbitration rules of the American Arbitration Association unless otherwise
agreed, and judgment thereof may be entered in any court having jurisdiction thereof.
11.6. Entire Agreement. This Agreement, including all schedules to this Agreement, as

amended from time to time in accordance with the terms of this Agreement, contains the entire
agreement among the parties relative to the subject matters hereof.
11.7. Waiver. No consent or waiver, express or implied, by any Member to or for any
breach or default by any other Member in the performance by such other Member of his or its
obligations under this Agreement shall be deemed or construed to be a consent or waiver to or of
any other breach or default in the performance by such other Member of the same or any other
obligations of such other Member under this Agreement. Failure on the part of any Member to
complain of any act or failure to act of any of the other Members or to declare any of the other
Members in default, regardless of how long such failure continues, shall not constitute a waiver
by such Member of his or its rights hereunder.
11.8. Severability. If any provision of this Agreement or the application thereof to any
person or circumstance shall be invalid or unenforceable to any extent, the remainder of this
Agreement and the application of such provisions to other persons or circumstances shall not be
affected thereby, and the intent of this Agreement shall be enforced to the greatest extent
permitted by law.
11.9. Binding Agreement. Subject to the restrictions on transferability set forth in this
Agreement, this Agreement shall inure to the benefit of and be binding upon the undersigned
Members and their respective legal representatives, successors and assigns.
11.10. Tense and Gender. Unless the context clearly indicates otherwise, the singular
shall include the plural and vice versa. Whenever the masculine, feminine or neuter gender is
used inappropriately in this Agreement, this Agreement shall be read as if the appropriate gender
was used.
11.11. Captions. Captions are included solely for convenience of reference and if there
is any conflict between captions and the text of this Agreement, the text shall control.
11.12. Benefits of Agreement. Nothing in this Agreement expressed or implied, is
intended or shall be construed to give to any creditor of the Company or any creditor of any
Member or any other person or entity whatsoever, other than the Members and the Company, any
legal or equitable right, remedy or claim under or in respect of this Agreement or any covenant,
condition or provisions herein contained, and such provisions are and shall be held to be for the
sole and exclusive benefit of the Members and the Company.
11.13. _Counterparts. This Agreement may be executed in multiple counterparts, each of
which shall he deemed an original for all purposes and all of which when taken together shall
constitute a single counterpart instrument. Executed signature pages to any counterpart
instrument may be detached and affixed to a single counterpart, which single counterpart with
multiple executed signature pages affixed thereto constitutes the original counterpart instrument.
All of these counterpart pages shall be read as though one and they shall have the same force and
effect as if all of the parties had executed a single signature page.
IN WITNESS WHEREOF, the undersigned, being the initial Members of the Company,

have caused this Agreement to be duly adopted by the Company as of the 1 st day of July, 2012
and do hereby assume and agree to be bound by and to perform all of the terms and provisions
set forth in this Agreement.
Judi Edelman, Member/Manager
Nicole Turley, Member/Manager
Bruce Fischer, Member/Manager
Jeff Fischer, Member/Managcr

L
or shall I?e construad to give to any creditor of the Company or any creditor of any Member or any
other person or entity whatsoever, other than the Members and the Company, any legal or equitable
right, remedy or claim under or in respect ofthis Agreement or any covenant, condition or provisions
herein contained, and such provisions are and shall be held to be for the sole and exclusive benefit
of the Members and the Company.
1 I.13. Counterparts, Tktis Agreement may be executed in multiple counterparts, each of
which shall he deemed an original for all purposes and all of which when taken together shall
constitute a single counterpart instrument. Executed signature pages to any counterpart instrument
may be detached and affixed to a single counterpart, which single counterpart with multiple executed
signature pages affixed thereto constitutes the original counterpart instrument. All of these
counterpart pages shall be read as though one and they shall have the same force and effect as if all
of the parties had executed a single signature page.
IN WITNESS WHEREOF, the undersigned, beingthe initial Members ofthe Company, have
caused this Agreement to be duly adopted by the Company as of 14e day of , 2012
and do hereby assume and agree to be bound by and to perform all of the terms and provisions set
forth in this Agreement.
nt.
Ju elman, Member/Manager V ��
w f A -
Page 15 of 17

SCHEDULEI
Name and Address of Member Initial Capital Contribution Membership Interest
Judi Edelman 25.5%
713 Hunting Ridge Road
Wilmington, NC 28412
Nicole Turley 25.5%
Bruce Fischer 24.5%
Jeff Fischer 24.5%

SCHEDULE H
Members of the Company
This schedule determines the allocations of income, losses and liquidations of assets
among the Members of, LLC.
1. Income Allocated as follows:
Judi Edelman
25.5%
Nicole Turley
25.5%
Bruce Fischer
24.5%
Jeff Fischer
24.5%
2. Losses Allocated as follows:
Judi Edelman
25.5%
Nicole Turley
25.5%
Bruce Fischer
24.5%
Jeff Fischer
24.5%
3. Liquidation of Assets Allocated as follows:
Judi Edelman 25.5%
Nicole Turley 25.5%
Bruce Fischer 24.5%
Jeff Fischer 24.5%

Casmer, Jo
From: Nicole Turley [nicturieyQgmail.com]
Sent: Tuesday, August 07, 20121:41 PM
To: Casmer, Jo
Subject: Re: Friendzy'z Stormwater Permit
Thank you for the email! Address should be 713 Hunting Ridge Rd Wilmington NC 28412. Might need to be
address to my business partner, Judi Edelman to make it since that's her personal address that we are using for
the business right now.
Please let me know if there is anything else you need.
Appreciate it,
Nicole Turley
[e-mail]
910-297-2657 C
On Tue, Aug 7, 2012 at 8:35 AM, Casmer, Jo <jo.casmer(cc7ncdenr.gov> wrote:
Nicole: We attempted to mail the permit to you however the post office returned it as "not
deliverable as addressed." We have tried using both 703 and 713 Hunting Ridge Rd and have been
unsuccessful. Please confirm correct mailing address and we will send again.
Jo ewsnuer
Administrative Assistant IV
NC Dept. of Environment & Natural Resources
Division of Water Quality -Surface Water Protection Section
127 Curciirtai Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Please note email ad*w has aharn�rl
Email cormspondence to and from this address may be subject to the North Carolina Prlbiic Records Law and mvy be disdosed to thud
paities

Johnson, Kelly
From: Garry Pape [[e-mail]
Sent: Wednesday, July 25, 2012 11 A6 AM
To: Johnson, Kelly
Subject: RE: Carmar Park, Friendzy'z, and Carquest on Market
One other thing, the address you had listed on the Request for Additional Information for the Friendzy'z owner was
incorrect. The correct address is:
713 Hunting Ridge Road
Wilmington, NC 28412
From: Johnson, Kelly [mailto:kelly.p.johnsonCa2)ncdenr.gov]
Sent: Tuesday, July 24, 2012 8:14 AM
To: Garry Pape
Subject: RE: Carmar Park, Friendzy'z, and Carquest on Market
Garry,
I am obviously behind on things. So, without pulling this file back out I just need to know that all of the impervious is
accounted for in the totals, enough elevation data to show that the water will go where it is supposed to go, and which
DAs are buildings (with FFEs)/road/grass etc (#4 below). As for the sheets, I only need revised sheets for the sheets that
will change.
Thanks,
KJ
From: Garry Pape Imailto:gpape(aOgsp-consulting.com3
Sent: Thursday, July 19, 2012 10:50 AM
To: Johnson, Kelly
Subject: RE: Carmar Park, Friendzy'z, and Carquest on Market
The soil road is existing and I was just planning to leave as is. I assumed that since Phil Tripp certified the pond that all
existing impervious that was in place that we weren't changing was okay to leave as is. Same with the parking lot. It is
existing and we are leaving it as is and not doing any additional grading. I will provide elevations for the drainage inlets.
Can I just send you 2 revised Sheet C-4 or do you need 2 revised full sets even though only sheet C-4 will have any
changes? Thanks. - Garry
From: Johnson, Kelly [mailto:kelly.p.johnson(aOncdenr.gov]
Sent: Thursday, July 19, 2012 10:38 AM
To: Garry Pape
Subject: RE: Carmar Park, Friendzy'z, and Carquest on Market
Garry,
1.) OK, sorry, I did not see those before.
2.) OK
3.) For instance, on the southeast corner there is a "soil road" (which I assume will remain in place and is accounted
for in the impervious?) which show that it is sloped away from the trench drain. (I also assumed when I looked
at this before that the entire eastern edge of the property was paved. Is that the case, or is that grassed?) Also,
please add some elevations to the parking areas to show where the water will go.
4.) For instance, what are DA6, DA8 & DA4?

Thanks,
KJ
From: Garry Pape fmaiIto: apapeCbgsg-consulting.coml
Sent: Tuesday, July 17, 2012 3:25 PM
To: Johnson, Kelly
Subject: RE: Carmar Park, Friendzy'z, and Carquest on Market
Kelly,
I got your comments for Friendzy'z. Couple questions.
i. Please clearly label the project area to be permitted with bearing and distance lines on the plans. (These
area shown on the plans).
ii. Pipe Inverts: Please clearly label the pipe inverts on the plans (I will provide these)
iii. Grading: Please provide grading and/or spot elevations describing how the site will drain. (Spot elevations
are provided)
iv. FFEs: Please provide FFEs (the Finished Floor Elevation of the building is shown on the plans)
Of the comments the only one I can see that was not on the plans was the inverts which I will provide. Also I can make
the boundary bearing and distances darker so they show up better. Can I just send you 1 revised Sheet C-4? Thanks. -
Garry
From: Johnson, Kelly[mailto:kelly.p.johnsonCabncdenr.ci
Sent: Tuesday, July 10, 2012 9:50 AM
To: ptripp(&ec.rr.com; Garry Pape
Subject: Carmar Park, Friendzy'z, and Carquest on Market
Phil & Garry,
The attached letter will be mailed today.
KJ
*** My email has changed to kellv.0ohnson ncdenr.eov
f< etU�JokV-sow
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
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.

Compliance Inspection Report
Permit: SW8120617 Effective: Expiration: Owner: Friendzyz LLC
Project: Friendzyz
County: New Hanover 5820 Market St
Region: Wilmington
Wilmington NC 28405
Contact Person: Nicole Turley Title: Member Manager Phone: [phone]
Directions to Project:
Approx. 1900 LF heading north on Market Street from Market Street/Eastwood Road intersection on the right.
Type of Project:
Drain Areas:
On -Site Representative(s):
Related Permits:
Inspection Date: 07/10/2012 Entry Time: 07:30 AM
Primary Inspector: Kelly Johnson
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
Exit Time: 08:15 AM
Phone: [phone]
Inspection Type: Modification Offsite
Page: 1

Permit: SW8120617 Owner - Project: Friendzyz LLC
Inspection Date: 07/10/2012 Inspection Type: Modification Offsite
Reason for Visit: Routine
Inspection Summary:
Compliant
File Review
Yes
No
NA
NE
Is the permit active?
❑
❑
❑
■
Signed copy of the Engineer's certification is in the file?
01111
❑
Signed copy of the Operation & Maintenance Agreement is in the file?
■
❑
❑
❑
Copy of the recorded deed restrictions is in the file?
■
❑
❑
❑
Comment: Application is in-house for first issue. Not yet active.
Built Upon Area
Yes
No
NA
NE
Is the site BUA constructed as per the permit and approval plans?
❑
❑
❑
■
Is the drainage area as per the permit and approved plans?
■
❑
❑
❑
Is the BUA (as permitted) graded such that the runoff drains to the system?
■
❑
❑
❑
Comment: The drainage inlets in the parking area are located per the plans.
There is
a parking lot in -place, but the whole site is not yet built.
SW Measures
Yes
No
NA
NE
Are the SW measures constructed as per the approved plans?
❑
❑
❑
■
Are the inlets located per the approved plans?
❑
❑
❑
■
Are the outlet structures located per the approved plans?
1100
■
Comment: BMP covered by master permit, SW8 000647
Operation and Maintenance
Yes
No
NA
NE
Are the SW measures being maintained and operated as per the permit requirements?
❑
❑
❑
■
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ i❑ ■
upon request?
Comment: BMP covered by master permit, SW8 000647
Page: 2

AWFAR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
July 10, 2012
Mr. Jon T. Vincent, Director [SW8 000647]
Carmar Park Associations
1508 Military Cutoff Rd, Suite 203
Wilmington, NC 28403
Mr. George Venters, Member/Manager [SW8120602]
Vanguard Ventures, LLC
3900 Merton Drive, Suite 210
Raleigh, NC 27609
Ms. Nicole Turley, Member/Manager (SW81206171
Fdendzy'z, LLC
703 Huntington Ridge Road
Wilmington, NC 28411
Subject: Request for Addttional Information
Stormwater Project No. SW8 000647 (Carmar Park)
Stormwater Project No. SW8120602 (Carquest on Market)
Stormwater Project No. SW8120617 (Friendzy'z)
New Hanover County
Dear Mr. Vincent, Mr. Venters, and Ms. Turley:
The Wilmington Regional Office received and accepted a modified State Stormwater Management Permit Application
for the subject projects on June 5, 2012 (Carmar Park and Carquest on Market) and June 27, 2012 (Friendzy'z). A
preliminary in-depth review of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
Carmar Park (SW8 000647): This is the master permit which receives drainage from offsite permits.
a. Project Area/Drainage Area: The SW8 000647 application shows the drainage area to be
436,471sf (10.02ac). However, the sum of lot areas of Tract 3 (3.00+/-ac), Tract 2 (3.48+/-ac),
the pond (2.00+/-ac), and the three residential lots shown on the plan (11 Oft x 200ft = 0.505ac
each) total to —10ac. This does not include the portion of Tract 1 that is shown to be in the
drainage area (139.43ft x 85ft = 0.272ac). Please clarify this discrepancy.
b. Project Area/Drainage Area: If the drainage area to the pond is being expanded beyond what
has been previously approved please provide calculations that the pond can hold the required
volume.
c. Plans: Please clearly label the various tracts with bearing and distance lines on the plans.
d. Permit Transfer. A transfer form has been submitted to transfer the permit from Gulfstream
Foods of NC, Inc. to Carmar Park Association. Mr. Jon Vincent is listed as the President of
Gulfstream Foods on NC, Inc. and the Director and President of Carmar Park Association.
Because the permit is being transferred between two entities for which a single person is
signing, please provide documentation demonstrating compliance with each of the following
pursuant to Session Law 2011-256. In order to transfer the permit under this Act the project
must meet the three conditions outlined below:
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] DENR Assistance:1-877-623-6748 NorthCarolina
Internet: vnrrw.ncwaterqualiiy.org � 1�������
An Equal Opportunity 1 Affirmalbe Action Employer f�/�/

I . The common areas related to the operation and maintenance of the
stormwater system must be conveyed to the POA.
2. At least 50% of the lots have been conveyed to owners other than the
permittee.
3. The stormwater management system must be found to be substantially
compliant with the stormwater permit. (This has been done.)
e. Tract 3 (PARID B201002941): This tract is owned by Oceanside Motor Company per New
Hanover County. What is the status of the offsite permit for this tract? I do not see record of a
permit under this owner's name, but the site is developed.
f. Residential Lots: The 2004 application shows that the three lots accounted for a total of
18,000sf, which matches the 6,000sf/lot is in line with what was previously permitted.
g. Inspection of SW8 000647: The site incompliant.
L Previous Inspection: The forebay has been fixed since the previous inspection on
March 5, 2012.
ii. Deed Restrictions: Deed restrictions have been recorded BK5596:PG1143-1156 and
are shown on pages 7 and 8 of that document.
-iii. PE Certification: The wet detention pond was certified to have been built in
substantial compliance on May 25, 2012.
iv. 0&M Agreement: An 0&M Agreement signed by Carmar Park was received on May
25, 2012.
2. Carquest on Market (SW8120602): This is an offsite permit draining to Carmar Park (Tract 1).
a. Portion of Tract 1: Please see 1(a) and clarify why the entire Tract 1 is not included. (Was the
development on that lot built prior to 1988 and an access area created -2004 for Tract 2 to
access Cardinal Drive such that a portion of Tract 1 became subject to being covered by the
master permit? Or, was there another situation?)
b. Project Area: Please clearly label the project area to be permitted with bearing and distance
lines on the plans.
c. Grading:
L Drainage Area 1(drains to the pond): Please provide grading/spot elevations to
show that the entire project area drains to the curb inlet draining to the pond. .
ii. Drainage Area 2 (does not drain to the pond): Please provide grading/spot elevations
to show where this site drains if it does not drain to the pond.
3. Fdendzy'z (SW8120617): This is an offsite permit draining to Carman Park (Tract 2).
a. Signature Authority: Please submit documentation that Nicole Turley is a member/manager of
Fdendzy'z, LLC. The Articles of Incorporation are available online, but they do not list the
members.
b. Plans:
i. Project Area: Please clearly label the project area to be permitted with bearing and
distance lines on the plans.
ii. Pipe Inverts: Please clearly label the pipe inverts on the plan.
iii. Grading: Please provide grading and/or spot elevations describing how the site will
drain.
iv. FFEs: Please provide FFEs.
4. Please remember that a change to one number may have a domino effect on other numbers. Please check
all plans, calculations and forms and make changes as needed.
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 August 10, 2012, or the application will be returned as
incomplete. The return of a project will necessitate resubmission of all required items, including the application fee.
Page 2 of 3

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 [e-mail].
Sin ely,
Kelly son
Environmental Engineer
GDS/kpj: S:IWQSIStormwateAPermits & Projects120001000647 HD12012 07 addinfo 000647
GDS/kpj: SMQS1StormwaterlPermits & Projects120121120602 offsite12012 07 addinfo 120602
GDS1kpj: S:1WQS1StormwaterlPermits & Projects\201Z120617 offsite12012 07 addinfo 120617
enc : Inspection Report, SW8 000647
Inspection Report, SW8120602
Inspection Report, SW8120617
cc: Phil Tripp, PE (SW8 000647 & SW8120602 consultant)
Garry Pape, PE GSP Consulting (SW8120617 consultant)
Wilmington Regional Office Stormwater File
Page 3 of 3

Compliance Inspection Report
Permit: SW8120617 Effective: Expiration: Owner: Friendzyz LLC
Project: Friendzyz
County: New Hanover 5820 Market St
Region: Wilmington
Wilmington NC 28405
Contact Person: Nicole Turley Title: Member Manager Phone: [phone]
Directions to Project:
Approx. 1900 LF heading north on Market Street from Market Street/Eastwood Road intersection on the right.
Type of Project:
Drain Areas:
On -Site Representative(s):
Related Permits:
Inspection Date: 07/10/2012 Entry Time: 07:30 AM
Primary Inspector: Kelly Johnson
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
E State Stormwater
(See attachment summary)
Exit Time: 08:15 AM
Phone: [phone]
Inspection Type: Modification Oifsite
Page: 1

Permit: SW8120617 Owner - Project: Friendzyz LLC
Inspection Date: 07/10/2012 Inspection Type: Modification Offsile Reason for Visit: Routine
Inspection Summary:
Compliant
File Review Yes No NA NE
Is the permit active? ❑ O 0 E
Signed copy of the Engineer's certification is in the file? 0000
Signed copy of the Operation & Maintenance Agreement is in the file? ■ ❑ Q ❑
Copy of the recorded deed restrictions is in the file? 0 Q 0 0
Comment: Application is in-house for first issue. Not yet active.
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? 1111110
Is the drainage area as per the permit and approved plans? ■ 0 11 Q
Is the BUA (as permitted) graded such that the runoff drains to the system? 0 Q Q
Comment: The drainage inlets in the parking area are located per the plans. There is
a parking lot in -place, but the whole site is not yet built.
SW Measures
Yes
No
NA NE
Are the SW measures constructed as per the approved plans?
11
❑
❑ E
Are the inlets located per the approved plans?
111100
Are the outlet structures located per the approved plans?
0
❑
Q E
Comment: BMP covered by master permit, SW8 000647
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? 1111110
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ Q 0
upon request?
Comment: BMP covered by master permit, SW8 000647
Page: 2

Permit: SW8120602 Effective:
County: New Hanover
Region: Wilmington
Contact Person: George Venters
Compliance Inspection Report
Expiration: Owner: Vanguard Ventures LLC
Project: Carquest on Market
5832 Market St
Wilmington NC 28405
Title: Member Manager Phone: [phone]
Directions to Project:
Approx. 120 If west from intersection of Market Street and Cardinal Drive Extension.
Type of Project:
Drain Areas:
On -Site Representative(s):
Related Permits:
SW8000647 Carmar Park Associations - Carmar Park formerly Market Street
Business
Inspection Date: 07/10/2012 Entry Time: 07:30 AM Exit Time: 08:15 AM
Primary Inspector: Kelly Johnson
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
■ State Stormwater
(See attachment summary)
Phone: [phone]
Inspection Type: Modification Offsite
Page: 1

Permit: SW8120602 Owner - Project: Vanguard Ventures LLC
Inspection Date: 07/10/2012 Inspection Type: Modification Offsite Reason for Visit: Routine
Inspection Summary:
File Review
Yes
No NA
NE
Is the permit active?
0
0 ❑
■
Signed copy of the Engineer's certification is in the file?
■
Signed copy of the Operation & Maintenance Agreement is in the file?
■
0 O
Copy of the recorded deed restrictions is in the file?
NOO
❑
Comment: Application is in-house for first issue.
Built Upon Area
Yes
No NA
NE
Is the site BUA constructed as per the permit and approval plans?
■
0
Is the drainage area as per the permit and approved plans?
■
❑ Q
❑
Is the BUA (as permitted) graded such that the runoff drains to the system?
■
❑ O
Q
Comment: Only a portion of this tract drains to SW8 000645. The drainage is divided
as it is shown on the approved plans. The drainage from the portion that does not drain
to SW8 000645 appears to drain through a piping system to a roadside ditch.
SW Measures
Yes
No NA
NE
Are the SW measures constructed as per the approved plans?
0000
Are the inlets located per the approved plans?
0
Q 0■
Are the outlet structures located per the approved plans?
O
0 0■
Comment: BMP covered by master permit SW8 000645
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ❑ ❑ ❑ ■
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ El ❑ ■
upon request?
Comment: BMP covered by master permit SW9 000645
Page: 2

Compliance Inspection Report
Permit: SW8000647 Effective: 02/26/04 Expiration: 02/26/18 Owner: Carmar Park Associations
Project: Carmar Park formerly Market Street Business
Countv: New Hanover 5810 Market St
Region: Wilmington
Wilmington NC 28405
Contact Person: Jon T Vincent Title: Director Phone: [phone]
Directions to Project:
Approx. 350 If west from the intersection of Market Street and Cardinal Drive Extension.
Type of Project: State Stormwater - HD - Detention Pond
Drain Areas: 1 - (Bradley Creek) (03-06-24) ( SC;HQW:#)
On -Site Representative(s):
Related Permits:
SW8120602 Vanguard Ventures LLC - Carquest on Market
SW8120617 Friendzyz LLC - Frlendzyz
Inspection Date: 07/10/2012 Entry Time: 07:30 AM
Primary Inspector: Kelly Johnson
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
■ State Stormwater
(See attachment summary)
Exit Time: 08:15 AM
Phone: [phone]
Inspection Type: Modification Offsite
Page: 1

Permit: SW8000647 Owner - Project: Carmar Park Associations
Inspection Date: 07/10/2012 Inspection Type: Modification offsite Reason for Visit: Routine
Inspection Summary:
File Review
Is the permit active?
Signed copy of the Engineer's certification is in the file?
Signed copy of the Operation & Maintenance Agreement is in the file?
Copy of the recorded deed restrictions is in the file?
Comment:
Built Upon Area
Is the site BUA constructed as per the permit and approval plans?
Is the drainage area as per the permit and approved plans?
Is the BUA (as permitted) graded such that the runoff drains to the system?
Comment:
SW Measures
Are the SW measures constructed as per the approved plans?
Are the inlets located per the approved plans?
Are the outlet structures located per the approved plans?
Comment: It looked like the pond had been pumped down for maintenance recently.
The forebay and grate had been fixed since the previous inspection.
Yes No NA NE
Yes No NA NE
0000
0000
■❑❑❑
Yes No NA NE
■ ❑ ❑ ❑
■ ❑ Cl ❑
■ ❑ ❑ ❑
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ■ ❑ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ ❑ ■
upon request?
Comment:
Other Permit Conditions Yes No NA NE
Is the site compliant with other conditions of the permit?
Comment:
Other WO Issues
Is the site compliant with other water quality issues as noted during the inspection?
Comment:
❑ ❑ ❑ ■
Yes No NA NE
Page: 2

Johnson, Kelly
From: Johnson, Kelly
Sent: Thursday, June 28, 2012 8:28 AM
To: 'Garry Pape'
Subiect: Friendzy'z
Garry,
I will go ahead and give this to admin to log in, but just FYI, "Friendzy'z, LLC" is newly incorporated and so they don't
have their members/managers online with the SoS so we will need documentation of that as we go through this
process. The master and another offsite to the same master are already in house so I will review all three together.
KJ
*** My email has changed to kellv.a.iohnson0ncdenr.aov
FCeI,I,I jOhK6Dln.
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
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.

GSP CONSULTING, PLLC
6.626 GORDON RD UNI I G
WILMINGTON, NC 28411
Wdls 1a19q Bank N A
North Carolina
weilsra,yo com
FOR"+' 'r•''
tin O00O003 L86
3186
66-21/630 10141
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or shall be construed to give to any creditor of the Company or any creditor of any Member or any
other person or entity whatsoever, other than the Members and the Company, any legal or equitable
right, remedy or claim under or in respect of this Agreement or any covenant, condition or provisions
herein contained, and such provisions are and shall be held to be for the sole and exclusive benefit
of the Members and the Company.
11.13. Counterparts. This Agreement may be executed in multiple counterparts, each of
which shall he deemed an original for all purposes and all of which when taken together shall
constitute a single counterpart instrument. Executed signature pages to any counterpart instrument
maybe detached and affixed to a single counterpart, which single counterpart with multiple executed
signature pages affixed thereto constitutes the original counterpart instrument. All of these
counterpart pages shall be read as though one and they shall have the same force and effect as if all
of the parties had executed a single signature page.
IN WITNES S WHEREOF, the undersigned, being the initial Members of the Company, have
caused this Agreement to be duly adopted by the Company as of the day of 2012
and do hereby assume and agree to be bound by and to perform all of the terms and provisions set
forth in this Agreement.
JUN272012
BY: —
Judi Edelman, Member/Manager
Nicole Turley, Member/Manager
Bruce Fischer, Member/Manager
Jeff Fischer, Member/Manager
Page 15 of 17

C201210400090
SOSID: 1254545
Date Filed: 4/13/2012 2:29:00 PM
Elaine F. Marshall
North Carolina Secretary of State
State of North Carolina C201210400090
Department of the Secretary of State
LIMITED LIABILITY COMPANY
ARTICLES OF ORGANIZATION
Pursuant to §57C-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.
1.
2.
3.
4.
5.
6.
7.
8.
E1
The name of the limited liability company is: FRIENDZY'Z, LLC
There shall be no limit on the duration of the limited liability company.
The name and address of the organizer executing these articles of organization is as follows:
F. Darryl Mills
5710.Oleander Drive, Suite 112
Wilmington, North Carolina 28403
New Hanover County
ECEIVE
JUN 212012
BY
Street address and county of the initial registered office of the limited liability company:
Number and Street: 713 Hunting Ridge Road
City, State, Zip Code: Wilmington, North Carolina 28412
County: New Hanover
The mailing address of the initial registered office is the same as the registered office.
The name of the initial registered agent is: Judi Edelman
The limited liability company does not have a principal office.
Check one of the following:
XX(I) Member -managed LLC: all of the members by virtue of their status as members
shall be managers of this limited liability company.
_(ii) Manager -managed LLC: except as provided by N.C.G.S. §57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status
as members.
Any other provisions which the limited liability company elects to include are attached.
None.
9. ThesXarticles will be effective upon filin4F.1
This the 1 � day of April, 2012.
4*iflls, nizer

North Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F. marshall DEPARTM ENT Ors THE
Secretary SECRETARY CIF STATE
PO Box 29622 Ralalg*v. IBC 276260622 (9t91807-2000
Corporate Filings For: Friendzy'z, LLC
Image
I Date
I Document Id
I Eve-nti
Document
©!1
4/13/2012
C201210400090
Creation Filing
LLCD - Articles of Organization Limited Liability
Click here for help downloading forms.
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
3023
http://www.secretary.state.nc.us/corporations/Filings.aspx?PItemld=9981689 6/28/2012

CA201111800139
SOSID: 0387614
Date Filed: 4/28/20114:52:00 PM
Elaine F. Marshall
L0IMITED LIABILITY COMPANY ANNUAL North Carolina Secretary of State
t
CA201111800139
NAME OF LIMITED LIABILITY COMPANY: GULF, WORSLEY AND COWPER PROPERTIES, LLC
SECRFTARY OF STATE ID NUMBER: 0387614 STATE OF FORMATION: NC
REPORT FOR THE YEAR: 2011
SECTION A: REGISTERED AGENTS INFORMATION
1. NAME OF REGISTERED AGENT: JON T. VINCENT
Flung OM- Ilea ONy
Changes
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
4. REGISTERED OFFICE MAILING ADDRESS
1508 Military Cut-off Road, Suite - 302
15D8 Military Cut-off Road, Suite - 302
Wilmington, NC 28403 New Hanover
Wilmington, NC 28403
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: property development
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
3. PRINCIPAL OFFICE EMAIL: `'+'V/11 • �Q
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
5. PRINCIPAL OFFICE MAILING ADDRESS
1508 Military Cut -oft Road, Suite - 302
1508 Military Cut-off Road, Suite - 302
Wilmington, NC 28403 New Hanover
Wilmington, NC 28403
SECTION C: MoNAGERSIME(Enter additional Managers/Members/Organizers in Section E)
NAME: Jon T Vincent NAME: Lee F Cooper
NAME: Earl Worsely Jr
TITLE: Manager TITLE: Manager
TITLE: Manager
ADDRESS: ADDRESS:
ADDRESS.
1508 Military Cut-off Road 1508 Military Cut-off Road 1508 Military Cut-off Road
Suite - 302 ti Suite - 302
Suite - 302
Form mud be
JON T
THIS ENTITY
ff ANNUAL DEPORT, Section D must be completed in its entirety by a PemqAwe Men
Wu WE
04/15/2011
SIGNATURE DAB
a Managerimember listed under Section C or this tam.
BY
MANAGER/MEMBER
Print or Type Name of ManegerlMember
TITLE
QUALIFY FOR THE 2011 ANNUAL REPORT FILING FEE EXEMPTION GRANTED UNDER SL2010.31
S!!@NLTiHI$ANML_REP_CRL.V1AT1{ THE REQUIRED FILIN..G FEE OF1200
MAIL TO: Secretary or Slate, Corporations oMslon. Post OMN Box 29525, Ratelgh. NC 27828-0525

TO:
CSP CONSULTING
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA, 28411
[phone]
FAX [phone]
NC Division of Water Quality
i27 Cardinal Drive Ext.
Wilmington, NC 28405
WE ARE SENDING YOU
® Fee Check
LETTER OFT° ° NSWTTAL
DATE o6/2 /12 JOB NO. 2012-0001
ATTENTION
PHONE #
RE:� Friendzy'z
❑ Attached ❑ Under separate cover via
® 0&M Agreements ® Plans ® Calculations
❑ ® BMP Supplements❑
the following items:
® Permit Applications
COPIES
DESCRIPTION
2
Sets of plans & Stormwater Narrative & Calculations
1
Friendzy'z, LLC Articles of Incorporation
2
Stormwater Permit Application w/ $50Permitting Fee
1
Off -Site Supplement
1
Wetlands Letter
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ Foryour use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
For approval.
❑ Resubmit copies for approval
❑ Submit -copies for distribution
❑ Return corrected prints
COPYTO: File SIGNED: - Garry S. Pape, P.E.
If enclosures are not as noted, kindlynotify us at once.

WITHERS +- RAV!E;NE.L
April 2, 2012
Mr. Garry Pape
GSP Consulting, PLLC
6626 Gordon Road
Unit C
Wilmington, NC 28411
Re: Fdendzy'z Project Site
Mr. Pape,
ENGINEERS 1 PLANNERS I SURVEYORS
F11V� f
JUN 2 7 2012
BY:
Per your request, W&R conducted a site review on April 2, 2012 of the t3.5 acre Friendzy's
project, located at 5820 Market Street, in Wilmington, New Hanover County (Latitude:
34.249064°N; Longitude:-77.857344°W). . The project is located within the Cape Fear River
Basin (HUC 03030007) and drains to Spring Branch. The Water Quality Classification for Spring
Branch is: C; and the Stream Index # is: 18-46-3.
The purpose of the site review was to conduct a wetland determination to determine if wetlands
occur within the subject site. Prior to the site visit W&R reviewed the New Hanover County Soil
Survey, 2010 aerial photographs and USGS quadrangle maps.
The US Army Corps of Engineers 1987 Wetland Delineation Manual and 2008 Atlantic and Gulf
Coastal Plain Regional Supplement define a wetland as having hydric soils, hydrophytic
vegetation and wetland hydrology. All three components must be present for an area to be
classified as a wetland.
The project area contains two vegetative communities. The northern portion of the project area
consists of undeveloped woodlands with a vegetative composition of loblolly pine (Pinus taeda),
live oak (Quercus virginiana), black cherry (Prunus serotina), sassafras (Sassafras albidum) and
bracken fern (Pteridium aquilinum).
The southern portion of the property was previously cleared, and has a vegetative composition of
bahia grass (Paspalum notatum), yellow jasmine (Gelsium sempervirens) and blackberry (Rubus
floricomus), as well as other grasses and forbes.
The wetland status of the dominant vegetation within both vegetative communities was primarily
FAC and FACU, and does not meet the hydrophytic vegetation criteria as defined by the US Army
Corps of Engineers 1987 Wetland Delineation. Manual and 2008 Atlantic and Gulf Coastal Plain
Regional Supplement. Therefore, the project area does not contain hydrophytic vegetation.
The New Hanover County Soil Survey classifies the soils within the proposed project area as
Seagate Fine Sand. While Seagate Fine Sand is classified as "Somewhat Poorly Drained", it is
not considered a hydric soil. The field review of the soils within the project area determined that
the onsite soils do not meet the criteria for hydric soils as defined by the US Army Corps of
Engineers 1987 Wetland Delineation Manual and 2008 Atlantic and Gulf Coastal Plain Regional
Supplement. Therefore, there are no hydric soils within the project area.
The review of the soils did not identify any hydrologic indicators of wetland hydrology, and the
soils were not saturated within the upper 12" of the soil surface. Therefore, the project area does
ul MacKenan Drive I Cary, NC 275z1I tel.; 919.469.334o I Fax: [phone] I www.Withersravenet.com
i4io Commonwealth Drive I Suite ioi I Wilmington, NC 284031 tel: 9zo.256.92771 fax- 910.256.2584
4A D Gallimore Dairy Road I Greensboro, NC 27409 I te1:336.993.5504 I fax: 9i9-467.6008
N.C. Engineering Board No. C-o832

WITHERS ,v�- RAVE YES E L.
ENGINEERS I PLANNERS I SURVEYORS
not meet the wetland hydrology criteria as defined by the US Army Corps of Engineers 1987
Wetland Delineation Mianuai and 2008 Atlantic and Guif Coastai Plain Regional Supplement.
Conclusion
Based on the site review, the project site does not contain wetlands.
Please feel free to contact me if you have any questions.
Sincerely,
Troy Beasley
Environmental Scientist
WITHERS &RCVENEL, H-41M.
Attachments:
1) Aerial Photo
2) USGS Quadrangle
3) New Hanover County Soil Survey
112 MacKenan Drive I Cary, NC 27511 I tel.: 929.469.334o I fax: [phone] I www.withersravenet.com
i410 Commonwealth Drive I Suite ioi I Wilmington, NC 28403 I tel: [phone] fax_ 910.256-2584
416 D Gatlimore Dairy Road I Greensboro, NC 27409 I te1:336.993.5504 I fax: [phone]
N.C. Engineering Board No. C-0832

GRAPHIC SCALE
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FRIENDZY'S USGS QUAD - WILMINGTON WITHERS RAVENEL
9**kN19X* 1 PLAN.ININS.1 SjkNVSE19R$..
1V1f�:7(;d l9FV 1Fkt :C..( 3I'.�' 'J1 d41-:!i. 1+1•. �(N.� 3

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FRIENDZY'S
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GRAPHIC SCALE
.0 150 300
' 1 inch = 300 ft.
1�
11 SI.- t
NEW HANOVER CO.. SOIL SURVEY �I 11yITIAF RER &- RIAAM-J fr,;,
SHEET 16 :.124IH■C.5 I PLAURRSI! 1 SURVEYORA

FRIENDZY'Z
STORMWATER & EROSION CONTROL
NARRATIVE & CALCULATIONS
April 19, 2012
JUN 2 7 2012
a APR 4 2012
8Y:
GSP CONSULTI.NGp PLLC.
6626 Gordon Road, Unit C
Wilmington, North Carolina 28411
[phone]

ST®RMWATER NARRATIVE
FIRENDZY'Z
VVILMING T ON, N
SITE DESCRIPTION
This +/- 3.48 acre site is located at 5820 Market Street (Parcel #314815-53-2992) in Wilmington,
North Carolina. The site drains to an existing offsite wet detention basin that was approved
under NCDENR Stormwater permit # SW8 000647 and City Stormwater Permit # 2004022.
This project will consist of the construction of a private recreation facility and related site
appurtenances. All built upon area will drain to the existing offsite wet detention basin. Under
the existing permits the allowable BUA for this site is 90,000 SF. The proposed BUA is 37,719
SF leaving 52,281 SF of BUA for Future Development. The proposed disturbed area for this
project is approximately 3.48 acres. There are no wetlands located on the site. The site will be
developed by Friendzy' z, LLC. c/o Nicole Turley — Member/Manager.
.qnrr _c
The soils for this project consist of Seagate series soils (Hydrologic Soil Group A/D). The
Seagate series soils consist of somewhat poorly drained, moderately permeable soils that formed
in marine sediment.
STORM DRAINAGE DESIGN
The primary stormwater measure for this project is an existing wet detention basin. The
stormwater will be conveyed via overland sheet flow and a closed conduit system to the existing
wet detention basin. The site drains to an existing stormwater system located in Market Street
that drains to Bradley Creek, then to the Cape Fear River (Classification SC).
1

EROSION CONTROL PLAN FOR
FRIENDZY'Z
Area to be disturbed: +/- 3.48 acres
This +/- 3.48 acre site is located at 5820 Market Street (Parcel #314815-53-2992) in
Wilmington, North Carolina. The site drains to an existing offsite wet detention basin
that was approved under NCDENR Stormwater permit # SW8 000647 and City
Stormwater Permit # 2004022. This project will consist of the construction of a private
recreation facility and related site appurtenances. All built upon area will drain to the
existing offsite wet detention basin. Under the existing permits the allowable BUA for
this site is 90,000 SF. The proposed BUA is 37,719 SF leaving 52,281 SF of BUA for
Future Development. The proposed disturbed area for this project is approximately 3.48
acres. The primary stormwater measure for this project is an existing wet detention basin.
The stormwater will be conveyed via overland sheet flow and a closed conduit system to
the existing wet detention basin. The site drains to an existing stormwater system located
in Market Street that drains to Bradley Creek, then to the Cape Fear River (Classification
SC).
EROSION CONTROL MEASURES: This project will primarily control erosion with the
use of a temporary construction entrance, outlet protection at the ends of culverts,
temporary silt fence surrounding the site and a sediment basin.
The contractor shall install, maintain and remove upon completion the silt fence as
necessary to prevent any sediment from leaving the project limits. This will include any
temporary stockpile areas if necessary. Contractor shall clean and restore to pre -
construction conditions any areas that may inadvertently be damaged due to the failure of
the erosion control measures.
SCHEDULING OF WORK: Clearing and grubbing shall be scheduled and performed in
such a manner that fine grading operations and erosion control practices can follow
immediately thereafter. Excavation and embankment operations will be conducted such
that cuts and fills will be completed to final grades in a continuous operation. All
construction areas not otherwise protected shall be planted with permanent vegetative
cover in accordance with the specifications within 15 working days after completion of
active construction.
MINIMUM AREAS TO BE DISTURBED: Only those areas necessary for timely and
proper completion of the project shall be stripped of native vegetation. The angle for
graded sloped and fills shall be no greater than the angle which can be retained by
vegetative cover or other adequate erosion control devices or structures. Slopes left
exposed will, within 21 calendar days of completion of any phase of grading, be planted
or otherwise provided with ground cover, devices, or structures sufficient to restrain
erosion. All other areas to be stabilized within 15 working days of cease of any phase of
activity.

PLACEMENT OF SEDIMENT CONTROL DEVICES: All devices (sediment fences,
construction entrances, etc.) for sediment control shall be constructed prior to beginning
clearing and grubbing on the site.
FINAL COVER: As soon as practicable after finished grades have been established, all
operations in connection with establishing final ground cover shall be performed. Any
inactive disturbed ground area to remain'denuded more than 15 working days shall be
temporarily seeded in accordance with the temporary seeding schedule as noted on the
plans. All slopes to be stabilized within 21 calendar days.

SEQUENCE OF CONSTRUCTION
1. histall temporary construction entrance as shown on erosion & sediment control plan.
2. Install perimeter controls (silt fence, tree protection fencing, etc.) as shown on the
erosion & sediment control plan. This step needs to be completed prior to upslope land
disturbing activities.
3. Once perimeter controls and sediment trapping measures are installed clear and grub
site within limits of disturbance.
4. Upon bringing the site to rough grade, stabilize all areas with temporary vegetation if
left undisturbed for 15 working days and all slopes within 21 calendar days.
5. For temporary vegetative stabilization of all denuded areas see note referencing the
erosion control program and specifications on Sheet C-1.
6. After construction operations have ended and all disturbed areas have stabilized,
mechanical sediment controls shall be removed.' Sediment from temporary sediment
trapping devices shall be disposed of by spreading on the site or hauling away if not
suitable for fill. All denuded areas are to be permanently stabilized with permanent
vegetation.
7. Prior to using the sediment basin as a wet detention basin it shall be mucked out.

Drainage Area
Drainage Area #1
Drainage Area 439 sf
Drainage Area 0.01 ac
Impervious Area Calculation
Building 439 sf
Total 439 sf
Total 0.01 ac
% Impervious 100.0%
10-Year Peak Flow Calcs
10-Year Peak Flow
10-Year Intensity 7.23 in/hr
C-Factor 0.95
Q=C*I*A 0.07 cfs
25-Year Peak Flow Calcs
25-Year Peak Flow
25-Year Intensity 8.15 in/hr
C-Factor 0.95
Q=C*I*A 0.08 cfs
100-Year Peak Flow Calcs
100-Year Peak Flow
100-Year Intensity 9.60 in/hr
C-Factor 0.95
Q=C*I*A 0.09 cfs

DA-1
Worksheet for Circular Channel
Project Description
Worksheet
DA-1
Flow Element
Circular Chann
Method
Manning's Forr
Solve For
Channel Depth
Input Data
Mannings Coeffic).010
Channel Slope 0.50 %
Diameter 6.0 in
Discharge 0.07 cfs
Results
Depth
0.12 ft
Flow Area
0.0 ft'
Wetted Perime
0.52 ft
Top Width
0.00 ft
Critical Depth
0.13 ft
Percent Full
24.9 %
Critical Slope
0.42 %
Velocity
1.84 ft/s
Velocity Head
0.05 ft
Specific Energ,
0.18 ft
Froude Numbe
1.09
Maximum Disc
0.55 cfs
Discharge Full
0.52 cfs
Slope Full
0.01 %
Flow Type
supercritical

Drainage Area
Drainage Area #2
Drainage Area 1,497 sf
Drainage Area 0.03 ac
Impervious Area Calculation
Building 1,497 sf
Total 1,497 sf
Total 0.03 ac
% Impervious 100.0%
10-Year Peak Flow Calcs
10-Year Peak Flow
10-Year Intensity 7.23 in/hr
C-Factor 0.95
Q=C*I*A 0.24 cfs
25-Year Peak Flow Calcs
25-Year Peak Flow
25-Year Intensity 8.15 in/hr
C-Factor 0.95
Q=C*I*A 0.27 cfs
100-Year Peak Flow Calcs
100-Year Peak Flow
100-Year Intensity 9.60 in/hr
C-Factor 0.95
Q=C*I*A 0.31 cfs

DA-2
Worksheet for Circular Channel
Project Description
Worksheet
DA-2
Flow Element
Circular Chann
Method
Manning's Forr
Solve For
Channel Depth
Input Data
Mannings Coeffic).010
Channel Slope
0.50 %
Diameter
6.0 in
Discharge
0.27 cfs
Results
Depth
0.26 ft
Flow Area
0.1 fta
Wetted Perime
0.80 ft
Top Width
0.00 ft
Critical Depth
0.26 ft
Percent Full
51.4 %
Critical Slope
0.47 %
Velocity
2.66 fUs
Velocity Head
0.11 ft
Specific Energ,
0.37 ft
Froude Numbe
1.04
Maximum Disc
0.55 cfs
Discharge Full
0.52 cfs
Slope Full
0.14 %
Flow Type
Supercritical

Drainage Area
Drainage Area #3
Drainage Area 513 sf
Drainage Area 0.01 ac
Impervious Area Calculation
Building 513 sf
Total 513 sf
Total 0.01 ac
% Impervious 100.0%
10-Year Peak Flow Calcs
10-Year Peak Flow
10-Year Intensity 7.23 in/hr
C-Factor 0.95
Q=C*I*A 0.08 cfs
25-Year Peak Flow Calcs
25-Year Peak Flow
25-Year Intensity 8.15 in/hr
C-Factor 0.95
Q=C*I*A 0.09 cfs
100-Year Peak Flow Calcs
100-Year Peak Flow
100-Year Intensity 9.60 in/hr
C-Factor 0.95
Q=C*I*A 0.11 cfs

DA-3
Worksheet for Circular Channel
Project Description
Worksheet
DA-3
Flow Element
Circular Chann
Method
Manning's Forr
Solve For
Channel Depth
Input Data
Mannings Coeffic).010
Channel Slope 0.50 %
Diameter 6.0 in
Discharge 0.09 cfs
Results
Depth
0.14 ft
Flow Area
0.0 ftz
Wetted Perime
0.56 ft
Top Width
0.00 ft
Critical Depth
0.15 ft
Percent Full
28.3 %
Critical Slope
0.42 %
Velocity
1.97 ft/s
Velocity Head
0.06 ft
Specific Energ,
0.20 ft
Froude Numbe
1.09
Maximum Disc
0.55 cfs
Discharge Full
0.52 cfs
Slope Full
0.02 %
Flow Type
supercritical

Drainage Area
Drainage Area
Drainage Area
Impervious Area Calculation
Concrete Patio
Total
Total
% Impervious
10-Year Peak Flow Calcs
10-Year Peak Flow
10-Year Intensity
C-Factor
Q=C*I*A
25-Year Peak Flow Calcs
25-Year Peak Flow
25-Year Intensity
C-Factor
Q=C*I*A
100-Year Peak Flow Calcs
100-Year Peak Flow
100-Year Intensity
C-Factor
Q=C*I*A
Drainage Area #4
2,187 sf
-0.05 ac
2,187 sf
2,187 sf
0.05 ac
00.0%
7.23 in/hr
0.95
0.34 cfs
8.15 in/hr
0.95
0.39 cfs
9.60 in/hr
0.95
0.46 cfs

DA-4
Worksheet for Circular Channel
Project Description
Worksheet
DA-4
Flow Element
Circular Chann
Method
Manning's Forr
Solve For
Channel Depth
Input Data
Mannings Coeffic ].010
Channel Slope 0.50 %
Diameter 12.0 in
Discharge 0.83 cfs
Results
Depth
0.34 ft
Flow Area
0.2 ft2
Wetted Perime
1.25 ft
Top Width
0.00 ft
Critical Depth
0.38 ft
Percent Full
34.3 %
Critical Slope
0.34 %
Velocity
3.48 ft/s
Velocity Head
0.19 ft
Specific Energ:
0.53 ft
Froude Numbe
1.22
Maximum Disc
3.52 cfs
Discharge Full
3.27 cfs
Slope Full
0.03 %
Flow Type
>upercritical

Drainage Area
Drainage Area #5
Drainage Area 14,468 sf
Drainage Area 0.33 ac
impervious Area Calculation
Building 14,468 sf
Total 14,468 sf
Total 0.33 ac
% Impervious 100.0%
10-Year Peak Flow Calcs
10-Year Peak Flow
10-Year Intensity 7.23 in/hr
C-Factor 0.95
Q=C*I*A 2.28 cfs
25-Year Peak Flow Calcs
25-Year Peak Flow
25-Year Intensity 8.15 in/hr
C-Factor 0.95
Q=C*I*A 2.57 cfs
100-Year Peak Flow Calcs
100-Year Peak Flow
100-Year Intensity 9.60 in/hr
C-Factor 0.95
Q=C*I*A 3.03 cfs

DA-5
Worksheet for Circular Channel
Project Description
Worksheet
DA-5
Flow Element
Circular Chann
Method
Manning's Fort
Solve For
Channel Depth
Input Data
Mannings Coeffic).010
Channel Slope
0.50 %
Diameter
12.0 in
Discharge
2.57 cfs
Results
Depth
0.67 ft
Flow Area
0.6 ftz
Wetted Perime
1.91 ft
Top Width
0.00 ft
Critical Depth
0.69 ft
Percent Full
66.7 %
Critical Slope
0.46 %
Velocity
4.62 ft/s
Velocity Head
0.33 ft
Specific Energ-
1.00 ft
Froude Numbe
1.06
Maximum Disc
3.52 cfs
Discharge Full
3.27 cfs
Slope Full
0.31 %
Flow Type
supercritical

Drainage Area
Drainage Area #6
Drainage Area 4,268 sf
Drainage Area 0.10 ac
Impervious Area Calculation
Building 4,268 sf
Total 4,268 sf
Total 0.10 ac
% Impervious 100.0%
10-Year Peak Flow Calcs
10-Year Peak Flow
10-Year Intensity 7.23 in/hr
C-Factor 0.95
Q=C*I*A 0.67 cfs
25-Year Peak Flow Calcs
25-Year Peak Flow
25-Year Intensity 8.15 in/hr
C-Factor 0.95
Q=C*I*A 0.76 cfs
100-Year Peak Flow Calcs
100-Year Peak Flow
100-Year Intensity 9.60 in/hr
C-Factor 0.95
Q=C*I*A 0.89 cfs

DA-6
Worksheet for Circular Channel
Project Description
Worksheet
DA-6
Row Element
Circular Chann
Method
Manning's Forr
Solve For
Channel Depth
Input Data
Mannings Coeffic).010
Channel Slope
0.50 %
Diameter
12.0 in
Discharge
0.76 cfs
Results
Depth
0.33 ft
Flow Area
0.2 ft2
Wetted Perime
1.22 ft
Top Width
0.00 ft
Critical Depth
0.36 ft
Percent Full
32.8 %
Critical Slope
0.34 %
Velocity
3.39 fUs
Velocity Head
0.18 ft
Specific Energ,
0.51 ft
Froude Numbe
1.23
Maximum Disc
3.52 cfs
Discharge Full
3.27 cfs
Slope Full
0.03 %
Flow Type
Supercritical

Drainage Area
Drainage Area #7
Drainage Area 25,800 sf
Drainage Area 0.59 ac
Impervious Area Calculation
Building 0 sf
Total - sf
Total 0.00 ac
% Impervious 0.0%
10-Year Peak Flow Calcs
10-Year Peak Flow
10-Year Intensity 1.23 in/hr
C-Factor 0.25
Q=C*I*A 1.07 cfs
25-Year Peak Flow Calcs
25-Year Peak Flow
25-Year Intensity 8.15 in/hr
C-Factor 0.25
Q=C*I*A 1.21 cfs
100-Year Peak Flow Calcs
100-Year Peak Flow
100-Year Intensity 9.60 in/hr
C-Factor 0.25
Q=C*I*A 1.42 cfs

DA-7
Worksheet for Circular Channel
Project Description
Worksheet
DA-7
Flow Element
Circular Chann
Method
Manning's Forr
Solve For
Channel Depth
Input Data
Mannings Coeffic).010
Channel Slope
0.50 %
Diameter
12.0 in
Discharge
1.97 cfs
Results
Depth
0.56 ft
Flow Area
0.5 ftz
Wetted Perime
1.69 ft
Top Width
0.00 ft
Critical Depth
0.60 ft
Percent Full
55.9 %
Critical Slope
0.40 %
Velocity
4.36 fUs
Velocity Head
0.30 ft
Specific Energy
0.85 ft
Froude Numbe
1.14
Maximum Disc
3.52 cfs
Discharge Full
3.27 cfs
Slope Full
0.18 %
Flow Type
supercritical

Drainage Area
Drainage Area
Drainage Area
Impervious Area Calculation
Rubber Surface
Total
Total
% Impervious
10-Year Peak Flow Calcs
10-Year Peak Flow
10-Year Intensity
C-Factor
Q=C*I*A
25-Year Peak Flow Calcs
25-Year Peak Flow
25-Year Intensity
C-Factor
Q=C*I*A
100-Year Peak Flow Calcs
100•-Year Peak Flow
100-Year Intensity
C-Factor
Q=C*I*A
Drainage Area #8
12,247 sf
0.28 ac
12,247
12,247 sf
0.28 ac
100.0%
7.23 in/hr
0.95
1.93 cfs
8.15 in/hr
0.95
2.18 cfs
9.60 in/hr
0.95
2.56 cfs

DA-8
Worksheet for Circular Channel
Project Description
Worksheet DA-8
Flow Element Circular Chann
Method Manning's Forr
Solve For Channel Depth
Input Data
Mannings Coeffic).010
Channel Slope 0.50 %
Diameter 12.0 in
Discharge 2.18 cfs
Results
Depth
0.60 ft
Flow Area
0.5 ft2
Wetted Perime
1.76 ft
Top Width
0.00 ft
Critical Depth
0.63 ft
Percent Full
59.6 %
Critical Slope
0.42 %
Velocity
4.46 ft/s
Velocity Head
0.31 ft
Specific Energ,
0.91 ft
Froude Numbe
1.12
Maximum Disc
3.52 cfs
Discharge Full
3.27 cfs
Slope Full
0.22 %
Flow Type supercritical

Completeness Review Checklist
Project Name: a
f� Z Received Date:
Project Location: -Tu'Yl Accepted Date: ►\
Rule(s) F-12008 Coastal
lDf995 Coastal
nPhase II (WiRO) Universal
1:11988 Coastal
Type of Permi Ne or
Mod or PR
Existing Permit # (Mod or PR):
Cert on File?
�PE
Density: `HD) or LD Type: Comm rcial or Residential ❑NCG:
%: _0(% 00) Stream Class: EISA Map OI6ifsite to SW8
Subdivided?: Subdivision or Vale Lo MORW Map MExemnt
raperworK
Emailed Engineer on:
L_U plement(s) (1 original per BMP) BMP Type(s):
r-qe&'M with correct/original signatures (1 original per BMP except LS/VFS and swales)
❑Application with correct/original signatures =-) iad C6~04-41flY'-N Q 4temt8k-r-
OY ❑Corp or LLC. Sig. Auth. Der SoS or lette ote to Reviewer:
O'$5`7 � 05 (within 6mo) -� IeCt�¢ Pe -ry if /�,� 6. '1Rftye
/ -�55
Koils Report with SHWT '� �7� `VX' I NSr--
alculations (signed/sealed)
No obvious errors
Density includes common areas, etc
®Deed Restrictions, if subdivided: VQIL k 9-x' nGAQ"C
MSigned & Notarized
Plans
Sets ®Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading ®Wetlands: Delineated or No Wetlands
Vicinity Map Layout (proposed BUA dimensions)
Legend ®DA Maps ®Project Boundaries
I Infiltration
Report
Additional Information:
Permitted
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
Wet Pond
❑Soils Report
SH
Proposed:
offsite •-rwsfQ2�,- tTN-rcNWe jo (pa G&-
F—IPE Cert for Master Lot #:
Deed Rest for Master ,OLot # Matches Master
BUA Permitted (Master): ro Imam ( QV090NI 111 ws
BUA Proposed (Offsite): 164.2.11 sf
Proposed:
Prnnnend