SW8120617_Compliance Evaluation Inspection_20120430

WD NR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
April 30, 2012
Ms. Nicole Turley, Member
Friendzy'z, LLC
703 Hun§ngton Ridge Rd.
Wilmington, NC-284-1-1
Subject: APPLICATION RETURN
Friendzy'z
New Hanover County
Dear Ms. Turley:
Dee Freeman
Secretary
On April 24, 2012, the Division received an incomplete State Stormwater Management Application for the project
listed above. The application and check number 3168, in the amount of $505 are being returned because the
application package lacked the necessary elements to accept it for review. Please provide the following information
upon the next submittal of this application package:
1. Master Permit, SW8 000647 Subdivision: Friendzy'z will be located in a lot within SW8 000647, and is
intended to drain offsite to SW8 000647. However, Frendzy'z cannot be permitted on a lot within SW8
000647 until SW8 000647 is subdivided (or the two permits can be submitted simultaneously). By copy of
this letter to Jon Vincent (SW8 000647 permittee) the Division requests a permit modification of that permit
to formally subdivide it.
2. Master Permit, SW8 000647 Compliance: Please ensure that deed restrictions are submitted for the
master permit when it is submitted. Please also ensure that the pond has been certified by a Professional
Engineer, and that it is otherwise in compliance with its permit.
Please visit DWQ's website at http://h2o.enr.state.nc.us/su/bmp forms.htm to download the latest available forms.
Please provide the requested information and return the package to the address below. Note that the 90-day
statutory permit review time begins upon receipt of a complete application. If you have any questions, please do not
hesitate to call me at [phone] or email me at [e-mail].
Sincerely,
elly Vhson
Environmental Engineer
GDS/kpj: S:1WQS1StormWater1Permits & Projects\Application Returns12012 04 Friendzy'z
cc: Garry Pape, PE
Mr. Jon T. Vincent, President Gulfstream Foods of NC, Inc. (SW8 000647 Permittee)
1508 Military Cutoff Rd, Suite 302 Wilmington, NC 2,9403
Wilmington Regional Office File, SW8 000647
Wilmington Regional Office File, Friendzy'z
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 ne
Phone: [phone] FAX: [phone] DENR Assistance: 1-877323-6748 NorthCarolina
Internet: vuvrw.ncwaterquslity.org �a't�rq`C�
An Equal Opportunity 1 Aifirmative Action Employer L `

Johnson, Kelly
From:
Johnson, Kelly
Sent:
Monday, April 30, 2012 3:11 PM
To:
'Garry Pape'
Cc:
Casmer, Jo
Subject:
RE: FW: Friendzy'z, Stormwater Permit
Jo,
I will prepare this return. Please email Garry when it is ready for pick up.
Thanks,
KJ
From: Garry Pape [mailto:[e-mail]]
Sent: Monday, April 30, 2012 2:35 PM
To: Johnson, Kelly
Subject: RE: FW: Friendzy'z, Stormwater Permit
Kelly,
It's not looking like the owner is going to have anything submitted in the immediate future. If you leave the package up
front I'll come by to pick it up either this afternoon or tomorrow. Thanks. - Garry
From: Johnson, Kelly rmailto:kelly.p.johnson(dncdenr gov]
Sent: Monday, April 30, 2012 9:34 AM
To: Garry Pape
Subject: RE: FW: Friendzy'z, Stormwater Permit
Garry,
We will need a full permit modification for SW8 000647 because it is not currently a subdivided permit (see attached).
That permit allows for an allotment of future impervious area, but that permit's application did not establish deed
restrictions allocating impervious area per lot and so the permit was not written as a subdivision. They will need to
submit a full modification package, but the most important parts will be the recorded deed restrictions and the plans
showing the details of the lots.
X
From: Garry Pape rmailto:gpapeCd)asp-consulting.com1
Sent: Monday, April 30, 2012 9:21 AM
To: Johnson, Kelly
Subject: FW: FW: Friendzy'z, Stormwater Permit
Kelly,
What needs to be submitted for the SW8 000647 project to get it modified to a "subdivided permit"? Does a plan need
to be submitted or just the new deed restriction for High Density Projects with Outparcels? When I reviewed the permit
I saw that there was a plan that had each of the areas highlighted showing where all the BUA was allocated. Will that be
sufficient? Also, I can add an overall plan to my submission reflecting that. The owner is having their attorney put
something together and I just want to make sure they are preparing the correct information. Thanks.
Garry

From: Stephani Garrett [mailto•sgarrett@itvmgt com]
Sent: Friday, April 27, 2012 2:19 PM
To: Nicole Turley; Jon Vincent; Garry Pape
Cc: Jim MacDonald; [e-mail]
Subject: RE: FW: Friendzy'z, Stormwater Permit
Nicole and Garry,
Our Attorney, Jim MacDonald is working on this. Please feel free to contact him directly at 910-256-6558 if you so
desire. Thank you.
StePha vW GcwreW
JTV M Co:
1508 Ma.Mia ry Cut-off 1Zoa&
SuWel302
Wa+nZn t&vv, NC 28403
P: 910 -256 -0101
F. 910-256-0515
sgarrett(@itvmgt.com
From: Nicole Turley fmailtomicturleyCalgmail.com]
Sent: Friday, April 27, 2012 2:07 PM
To: Stephani Garrett; Jon Vincent
Subject: Fwd: FW: Friendzy'z, Stormwater Permit
---------- Forwarded message ----------
From: "Garry Pape" <gp4pe(cr�,gsp-consultin .com>
Date: Apr 27, 2012 12:01 PM
Subject: FW: Friendzy'z, Stormwater Permit
To: "Nicole Turley (nicturley&2mail.com)" <�gmail.com>
Nicole,
The original state stormwater permit needs to be modified before they will accept our application. This is
something Jon Vincent needs to have done. We need to get the state an answer quickly. - Garry
From: Johnson, Kelly[mailto:kelly.p.johnsonCabncdenr.gov]
Sent: Friday, April 27, 2012 10:23 AM
To: Garry Pape
Subject: FW: Friendzy'z, Stormwater Permit
Garry,

Please let me know about this by Tuesday. (I have to either accept or return the package fairly soon after we
receive it because we cannot hold uncashed checks for very long.)
Thanks,
Kelly
From: Johnson, Kelly
Sent: Wednesday, April 25, 2012 12:37 PM
To: 'Garry Pape'
Subject: Friendzy'z, Stormwater Permit
Garry,
It looks like SW8 000647 has subdivided (but not in its stormwater permit), and this application is a lot within
the SW8 000647 subdivision and is intended to "offsite" to SW8 000647 for stormwater purposes? Is that the
case? If so, SW8 000647 will have to modify its permit to become a subdivided permit. We can do that either
before the offsite application is accepted or we can do it while the offsite application is being processed. But,
we cannot accept an offsite application to drain to a non -subdivided permit unless SW8 000647 is already in-
house to be subdivided.
If SW8 000647 has subdivided I will send out a letter asking them to modify their permit, but I will have to
return the application. If this is not the case, please let me know.
Thanks,
Kelly
*** My email has changed to kellv.a.iohnson(i ,ncdenr.gov
KtI.I.W D.h Vt.S0V ,
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.

Completeness Review Checklist
Project Name: L&A*,S _"J Received Date: U 9-%L �� a
Project Location: 53do Accepted Date:
Rule(s) F-12008 Coastal
1:11995 Coastal Phase II (WiRO)
El Universal ®1988 Coastal
Type of Permit New or
Mod or PR
Existing Permit # (Mod or PR): nPE Cert on File?
Density: HD or LD
%: (% OK?)
Subdivided?: Subdivision
Type: Commercial or Residential
Stream Class: ®SA Map
or Single Lot FJORW Map
�NCG:
®6ff—site to SW8
Exempt
DnnorusnAr
C.....11..A r....1 1. 1..
1. /% "� ._tI _ 11
b5wp lement(s) (1 original per BMP) BMP Type(s):
r—L—JO&M Per BMP
with correct/original signatures (1 original t L except
F-J
Application with Corr 'nal signatures
and swales)
Corp or LLC: Si . Auth. P r SoS or letter Note to Reviewer'
505 (within 6mo) �1ce,<,� : �co,lc�t.) w
oils Report with SHWT
qi�
Calculations (signed/sealed) �pp 517�
No obvious errors ' "S C: ' L� � Lo�
<-- , %. A. A,,1
includes common areas, etc
Deed Restrictions, if subdivided:
]Signe Notarized
To �w fto CON7 -d �. %
Plans
®2 Seth ®Details (road cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
❑Gra ng ®Wetlands: Delineated r No Wetlands
❑Vici ty Map Layout (proposed BUA dimensions)
®Leger d DA Maps '' ®Project Boundaries
Infiltratiok wet Pond Offsite ,"�� ` v
Soils Report Soils Report El PE Cert for Master ( Lot #: �`^'
SHWT: SHWT: Deed Rest for Master Lot # Matches Master
❑ ❑
Bottom: PP: BUA Permitted (Master): VIA& sf
Visited: BUA Proposed (Offsite): sf
Additional Information:
Permitted Proposed: Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

Johnson, Kelly
From: Johnson, Kelly
Sent: Monday, April 30, 2012 9:34 AM
To: 'Garry Pape'
Subject: RE: FW: Friendzy'z, Stormwater Permit
Attachments: Market St Business.pdf
Garry,
We will need a full permit modification for SW8 000647 because it is not currently a subdivided permit (see attached).
That permit allows for an allotment of future impervious area, but that permit's application did not establish deed
restrictions allocating impervious area per lot and so the permit was not written as a subdivision. They will need to
submit a full modification package, but the most important parts will be the recorded deed restrictions and the plans
showing the details of the lots.
KJ
From: Garry Pape fmailto:gpape(aasp-consultina.com]
Sent: Monday, April 30, 2012 9:21 AM
To: Johnson, Kelly
Subject: FW: FW: Friendzy'z, Stormwater Permit
Kelly,
What needs to be submitted for the SW8 000647 project to get it modified to a "subdivided permit"? Does a plan need
to be submitted or just the new deed restriction for High Density Projects with Outparcels? When I reviewed the permit
I saw that there was a plan that had each of the areas highlighted showing where all the BUA was allocated. Will that be
sufficient? Also, I can add an overall plan to my submission reflecting that. The owner is having their attorney put
something together and I just want to make sure they are preparing the correct information. Thanks. -
Garry
From: Stephani Garrett [mailto:sgarrettffltvmgt.com]
Sent: Friday, April 27, 2012 2:19 PM
To: Nicole Turley, Jon Vincent; Garry Pape
Cc: Jim MacDonald; [e-mail]
Subject: RE: FW: Friendzy`z, Stormwater Permit
Nicole and Garry,
Our Attorney, Jim MacDonald is working on this. Please feel free to contact him directly at 910-256-6558 if -you so
desire. Thank you.
Stephavui qcwrett
RV M Ca:
1508 MaMary Cutoff Roa&
Suitel302
W *nLngtovv, NC 28403
P: 910-256 -0101
P 910-256-0515
saa rrett C& itvmat.com

From: Nicole Turley jmailtomicturleyftmail.com]
Sent: Friday, April 27, 2012 2:07 PM
To: Stephani Garrett; Jon Vincent
Subject: Fwd: FW: Friendzy'z, Stormwater Permit
---------- Forwarded message ----------
From: "Garry Pape" <gpWeQgsp-consultin .com>
Date: Apr 27, 2012 12:01 PM
Subject: FW: Friendzy'z, Stormwater Permit
To: "Nicole Turley ([e-mail])" <11 urley(c(c� nail.com>
Nicole,
The original state stormwater permit needs to be modified before they will accept our application. This is
something Jon Vincent needs to have done. We need to get the state an answer quickly. - Garry
From: Johnson, Kelly[mailto:kelly.p.johnson(dncdenr.gov]
Sent: Friday, April 27, 2012 10:23 AM
To: Garry Pape
Subject: FW: Friendzy'z, Stormwater Permit
Garry,
Please let me know about this by Tuesday. (I have to either accept or return the package fairly soon after we
receive it because we cannot hold uncashed checks for very long.)
Thanks,
Kelly
From: Johnson, Kelly
Sent: Wednesday, April 25, 2012 12:37 PM
To: 'Garry Pape'
Subject: Friendzy'z, Stormwater Permit
Garry,

It looks like SW8 000647 has subdivided (but not in its stormwater permit), and this application is a lot within
the SW8 000647 subdivision and is intended to "offsite" to SW8 000647 for stormwater purposes? Is that the
case? If so, SW8 000647 will have to modify its permit to become a subdivided permit. We can do that either
before the offsite application is accepted or we can do it while the offsite application is being processed. But,
we cannot accept an offsite application to drain to a non -subdivided permit unless SW8 000647 is already in-
house to be subdivided.
If SW8 000647 has subdivided I will send out a letter asking them to modify their permit, but I will have to
return the application. If this is not the case, please let me know.
Thanks,
Kelly
*** My email has changed to kellv.n.iohnson(&ncdenr.sov
K.eLL johwsow
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.

North Carolina Secretary of State
North Carolina
Elaine F marshall DEPARTMENT OF THE
Secretaty SECRETARY OF STATE
PO Box 2M2 Raleigh, NC 27626-0622 (91918o7-24o0
Date: 5/11 /2012
Click here to:
View Document Filings i File an Annual Report
n Print a Pre -populated Annual Report Fillable PDF Form i Amended A Previous Annual Report i
Corporation Name,,
Name
Name Type
NC FRIENDZ rZ, LLC
LEGAL
Limited Liability Company Information
SOSID:
1254545
Status:
Current -Active
Effective Date:
4/132012
Annual Report Due Date:
4/152013
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
EDELMAN, JUDI
Office Address:
713 HUNTING RIDGE ROAD
WILMINGTON NC 28412
Mailing Address: 713 HUNTING RIDGE ROAD
WILMINGTON NC 28412
Principal Office
Office Address: NO ADDRESS
Mailing Address: NO ADDRESS
Officers
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
2776
Page 1 of 1
http:!/www. secretary. state.nc.us/corporations/Corp.aspx?PiteraId=-9981689 5/11/2012

DWQ USE. ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -.1995 ❑ Coastal SW - 2008 ❑ Ph H - 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 (,duality
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.):
Friendzy'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 numberSW8 000647 , 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 stonmwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 3.48 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
APR 2 4 2012
Form SVdU-101 Version 07Jun2010 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's naive 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:
Street Address:703 Hunting Ridge Road
City:Wilmington State:NC Zip:28411
Mailing Address (if applicable):
City: State: Zip:
Phone: (910 ) 297-2657 Fax:
Email:[e-mail]
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 naive 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 Militate Cutoff Road, Suite 302
City:Wihniington 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:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:,
City:
Phone: ( L_
Email:
State: Zip:
Fax: ( )
4. Local jurisdiction for building permits: New Hanover County
Point of Contact: Phone #:
Form SWU-101 Version 0Wun201.0 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, hjLefly 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 PT D Approval bate:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project 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 im ounded structures, the area
between the banks of streams and rivers, the area below the Normal Hi h Water (NHVV) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHV line. The resultant project area is used to
calculate overall percent built upon area (B UA). Non -coastal wetlands landward of the NHW (or MHM line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 56.28
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Infozmation
Drama e Area _
Drainage, Area _
Drama 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)85,248
Impervious Area** total
46.3
Impervious` Surface Area
Drama -e Area _
Drainage Area _
Drainage Area _
Drama e Area _
On -site Buildings/Lots (sf)
20,620
On -site Streets (sf)
On -site Parking (sf)
1,262
On -site Sidewalks (sf)
3,590
EVA
Other on -site (so
12,247
Future (so
Off -site (sf)
A
Existing BUA*** (sf)
47,529
-
Total (sf):
85,248
Bit
* Stream Class and Index Number can be determined at: http //portal.ncdenr.org/webfwq&s/esu/classi icatiorrs
Form SWU-101 Version 07Jun2010 Page 3 of 6

Im envious 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 BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Pro!ects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http:/ /portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from htt portal ncdenr.org/web/wq/ws/su/statesw/forms does. 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.ncdeiir.org/web/wq /ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from htt-p://portal..ncde-.nT.org/web/­wq/­ws/­su/state.sw/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 AW
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M, P
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
htrp•/ /www envheIR or /pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map. (�
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:.
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances. ��
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control me su.
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).
p. Vegetated buffers (where required). �t 9. Copy of any applicable soils report with the associated SHWT elevations (Please identify Nf
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the r.Pport s11e111d. 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 1a, 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.
htW://www.secretary.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
htti?://porta.l..ncdenr.org/web/wq/ws/su./st,itesw/forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Garry S. Pape P.E.
Consulting Firm: GSP Consulting PLLC.
Mailing Address:6626 Gordon Road Unit C
City: Wilmington
Phone: (910 ) 442-7870
Email:[e-mail]
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 marson
listed in Contact Information, item 1a) Nicole Turley with (print or type name of ' �in
Contact Information, item 1a) Friendzi�'z, LLC to develop the project as curre ose�%6
py of
the lease agreement or pending property sales contract has been provided with the submittal, w aj icat the
party responsible for the operation and maintenance of the stormwater system. 09 2
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: (�
I, _ a Notary Public for the State of County of
do hereby certify that ��� w�i l jtj personally appeared
before metthisday of � \ and ac1pvwJedge th ue executio �tthheaLuifor
a stormwater permit. Witness my hand and official sea
SEAL
My commission expires \ K) —1 — N!�s
X. APPLICANT'S CERTIFICATION
I, (print or hjpe 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.
4
Signature: Date: 6
1, 6& < S • � o�� a Notary Public for the State of u e+ik � 0►/ �i • , County of
u OW 54-ftv4r do hereby certify that iv uS& -TbI 1w personally appeared
before me this %Pkay of i 7•- ,and aqmowledge the c e execution of the application for
a stormwater permit. Witness my hand and official seal,
IAflTAR Y
PUBLIC
OVER GO��``,���.
SEAL
My commission expires Qt 2r+ 1 3 241 S
I
Form SWU-101 Version 07.Iiun2010
i
I
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):
How much built upon area draining to the permitted treatment system has been al
project?90000 `"=
3 � v
III. REQUIRED ITEMS CHECKLIST d 6R't
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.
Form SW401-Off-Site System-Rev.1 Page 1 of 2

Applicants Initials
a. Deed restrictions limiting the built -upon area on the site have been recorded.
b. Engineers certification for the existing off -site system has been submitted to DWQ.
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
L 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.
I acknowledge and agree by my signature below that I am responsible for maintaining; he stormwater coll 'on
system in accordance with the five maintenance procedures listed above. I agree to n8Mfy DWQ.0f_.any_._
problems with the system or prior to any changes to the system or responsible party.
Print Name and Title:Friendzyz, LLC - Nicole Turley - Member/Manager__
Address:713 Hunting Ridge Rnarl Wilminatnn NIC IRd1
Note: The legally responsible party should nobla homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, Goa t y C. • i q, � � , a Notary Public for the State of 1.
l ecio a out County of 16
Wow 1r`6v F� t , do hereby certify that 1 C1o� s "Twi
ti r�.e personally appeared before me this
day of t �`, ?.0 3 '7.., , and acknowledge the due execution of the forgoing document including the stormwater
collection syste jAVjj
Fy
4so
XAOTAII Y
�a„sEA[!BLOG
Form SWU- 06 Rev-S."(S'9�
requirements. Witness my hand and official seal,
Notary Publ
My commission expires G°4 If 5,1 Le I r
Page 2 of 2

OPERATING AGREEMENT DRAFT
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 CompanyAct,
is executed effective as of the day of , 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.
0 "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.
ECEIVEWA
Page 1 of 17 APR 2 4 2012

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 Agreement.
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 parries 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
Page 2 of 17

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 di ssolved 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. L 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
Page 3 of 17

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.
Page 4 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%
Page 16 of 17

TO:
GSP CONSULTING
6626 Gordon Road, Unit C
WILMINGTON, NORTH CAROLINA, 28411
[phone] 10 APR Ri
FAX [phone]
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
WE ARE SENDING YOU
® Fee Check
EJ
LETTER OF TRANSWTAL
DATE 0 /1 /12 JOB NO. 2012-0001
ON
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
Friendz 'z, LLC Articles of Incorporation 4",
2
Stormwater Permit Application w/ $505 Permitting Fee
1
Off -Site Supplement
1
Wetlands Letter
1
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your 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
❑ Submit
❑ Return
_ copies for approval
copies for distribution
corrected prints
COPYTO: File SIGNED: - Garry S. Pape, P.E.
If enclosuresare not as noted, kindlynotify us at once.

v11111111111
FOR REGISTRATION 9ErIgTFR OF FEEDS
REBECGR P. SMITH
NEW HRNO�ER G011NTY� NG
2008 JM 07 04:09:45 PM
BK:5266 P6:1909-1914 FEE:$26.00
NC REV 599-$1,538-f
I851RI1hENi 1218074
Excise Tax $1,538.0
Tax Parcel No. R05010-001-010-000; R05010-001-003-000; R05010-001-004-000;
R05010-001-005-000;and R05010-001-006-000
Prepared By: James A. MacDonald, Attorney PREPARED 0 & RETURN TO
1508 Military Cutoff Rd., Suite 102 ALLEN, MACDONALD & DAVIS, PLLC
Wilmington, NC 28403 1S08 MILITARY CUTOFF ROAD
SUTE 102
1NILMiNGTON: NC 28403
After recording mail to: Gulf, Worsley and Cowper Properties, LLC
1508 Military Cutoff Road, Ste. 302
Wilmington, NC 28403
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER WARRANI'Y DEED
THIS DEED, made this 0 day of January, 2008, by and between MARKET AUTO
PROPERTIES, LLC, a North Carolina Limited Liability Company,Grantor and GULF,
WORSLEY AND COWPER PROPERTIES, LLC, a North Carolina Limited Liability
Company, Grantee, of New Hanover County, North Carolina. The designation Grantor and
Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall
include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH:
THAT said Grantor, for a valuable consideration paid by the Grantee, the receipt of which
is hereby acknowledged, has granted, bargained, sold and conveyed and by these presents does
hereby grant, bargain, sell and convey unto the said Grantees, their heirs and assigns, in fee
simple, A FITTEEN PER CENT(15%) INTEREST in that certain lot or parcel of land situated.
in New Hanover County, North Carolina, and more particularly described as follows:
SEE EXHIBIT `°A"ATTACHED HERETO AND MADE A PART HEREOF
BY REFERENCE.
Together with all and singular the tenements, hereditaments and appurtenances C �0 I E
belonging, or in anywise appertaining.
relPR 2 4 2012
TO HAVE AND TO HOLD said fifteen (15%) per cent in the aforesaid lot or pland and all privileges and appurtenances thereto belonging to the Grantee in fee simple
Tenants in Common. 3`�i'....-------
_
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee
simple and has the right to convey the same.in fee simple, that title is marketable and free and
clear of all encumbrances, except as follows: 2008 ad valorem taxes, usual rights of way for
utility services, restrictive covenants of record, if any, and applicable zoning regulations and

ordinances, if any and that Grantor will WARRANT and DEFEND the title against the lawful
claims of all persons whomsoever except for exceptions herein stated.
ENT �i'; ; IVTES."i rWiIEREOF, the Grantor has caused this instrument to bea'igned in its
name by its Manager this the day and year first above written. 1 7
By,
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
Auto Itropertig., LLC
I certify that the following person personally appeared before me this day, acknowledging
to me that he voluntarily signed the foregoing document for the purpose stated therein and in the
capacity indicated: Jon T. Vincent, Manager of Market Au) Properties, LLC, a North
Carolina limited liability company. [CHECK ONE] V, (i) I have personal knowledge of the
identity of the principal; or ❑ (ii) I have seen satisfactory evidence of the principal's identity by
a current state or federal identification, with the principal's photograph, in the form of a
2008.
(Official Seal of Notary) Notary Public's printed Name
My Commission Expires:��—tc�

+ Y -A?'
TRACT ONE:
A oertrm tact ar Wool of Lad tymS end bemg is lima Towsahtp, NOW Iianover
County, )'M* Caroliwa, end being a Part of Tract B, Lot 129 a 00W in Map Book 35 at Pop
48 of trio records of New Umova County, NW& Cu*hsy end baiag asps Pam, dom-bed
as follows.
Bwaing on an iraa at the mtmowon of the muthau 0& of way of Mmdtet Sheet
(100 fL pubhe right ofway) and tho wustem p& of way of Csrdisal Dnvo Em (60 & pabhc
rises of way)- 2"d moan" b=29 the noatheed owsm of caul Tact B:
Procaed from card point ofbeg m=S and with the wedaa n& ofwsy of Catdind Drive
ExL S 2043-191223.13 Poet to an iron, thcom kav eegmd n& ofw<y aad vA& du
line of a tract aoaveyW to Gemp W Casa dad w&6 Uy hL CA" by deed in Bolt 2766 at
P80 508 of the New Hanover County y S 69,16-29 W 139.S2 $. to m um is the me =
lme of tin John W. Bellamy treat, thence WA said Bellamy line N 2044-35 W222.48 feat to an
upon era the aott&M n2bt of way of Madmt Shoot; tbeaae with dad � Of way N 69-00-23-E
139 60 fact to the point of begumng dad ooutaaigg 0.72 of an ecra
The above deam2nd tract u subject to a 15 & Sotgitera Bdl £amemmt lying jut muh of
soul = n&W of way line of Mmkd Street and raantng from the wasters A& of way of
CnAud Drive Bet to An watem I= of the above daa*W tact.
The shove tact is also aahJect to en easanmt to the City of Wilmipg Gn as the same is
set forth iu a Deed of Ewaimt moorded in Boob 1762 at Pop 170 aftbO Now Hanover Cmuly
may.
AllbGUUkPac teladva to May Book 32 at Page 6.
TRACT T WO:
338GIMING at a concrete monument: in the southern right-of-way line
of Market Street (U.S. Highway 17) (50.0 feet from the centerline
thereof), said point being located South 69-05 West, 1,611.1 feet
from the center of a culvert under Market Street through which
flows the waters of Five Mile Branch, and running thence from said
POINT OR PLACE OF BEGINNING, SOUth 21-01 8zat:, 1, 0S9.6 feet: to a
concrete m=ument; thence South 68-55 West, 200.4 feet to a
concrete monument; thence Borth 21-02 Went, 1,090.2 feet to a
concrete monument on the south line of Market Street; thence along
and with the south line of Market Street North 69-0S East, 200.4
feet to the POINT OR PLACE OF BEGINNING, and being that tract of
land of approximately five (5) acres -in size as described in Dead
Book 791, Page 253 of the New Hanover County Regietry. This
PrOPertY in also a portion of the D.L. Gore Harris Tract No. 1.

TRACT THREE: XXXZBIT 0a8
R&Q"01e0 at an old concrete monument in the southerly right-of-way
line of U.S. Highway No. 17 (100 foot right-of-way), also known as
Market Street. Said beginning monument being the northwesterly
corner of a tract deeded to C.o. Bellamy and wife, bertha Bellamy
by deed recorded in Book 425 at Page 91 of the New Hanover county
Registry. Said beginning monument being located 163.0.32 feet from
the centerline of a concrete culvert under said O.S. Highway No.
17, accommodating the waters of Five Mile Branch, as measured along
said southerly right-of-way line. Running thence from said
beginning monument:
1. North 68 degrees 37 minutes 15 seconds East 199.73 feet with
the southerly right-of-way line of said U.S. Highway No. 17 to
a point; thence
2. South 21 degrees 25 minutes 00 seconds East 759.33 feet with
the easterly line of said Bellamy tract to a new iron pipe at
the northeasterly corner of a tract deeded to Joseph Taylor by
C.o. Bellamy described in a deed recorded in Book 1310 at page
435, of the New Hanover County Registry; thence
3. South 68 degrees 30 minutes 23 seconds West 199.94 feet with
the northerly line of said Taylor tract to a point in the
westerly line of said tract deed to C.o. Bellamy by deed
recorded in Book 425 at page 91, of said Registry. Last said
Point being the northwesterly corner of said Taylor tract;
thence
4. North 21 degrees 24 minutes 03 seconds West 759.72 feet with
the westerly line of said Bellamy tract to the point of
beginning.
The above described tract contains 3.4a acres. The same being
all of that tract deeded to John Bellamy, at ux by C.O. Bellamy, at
ux, et al by deed recorded in Book 722 at page 212, all of that
tract deed to John Bellamy by deed recorded in book lose at page
357, all of that tract deeded to Jason Charles Hillhouse, Jr., and
wife, Juanita B. Hillhouse by C.O. Bellamy and wife, Bertha Bellamy
by deed recorded in Book 813 at page 150, all of that tract deeded
to Jason Charles Hillhouse, Jr., and Juanita B. Hillhouse by John
Bellamy and wi€o, Lou46e Bellamy by deed recorded in Book 1088 at
Page 354, and all of that tract deeded to John N. Bellamy and
Juanita a. Millhouse by Lou Bertha A. Bellamy by deed recorded in
Book 1912 at page 368, all recorded in the Register of Deeds of New
Hanover county.
8= =CT', BOwM1t, to an access easement in, to, over and
through a tract described as follows:
2JWX=XNG at an old concrete monument in the southerly right-
of-way line of U.S. Highway No. 17 (100 foot right-of-way), also
known as Market Street. Said beginning monument being the
northwesterly corner of a tract deeded to C.o. Bellamy and wife,
Bertha Bellamy by deed recorded in Book 425 at page 91 of the New
Hanover County' Registry. Said beginning monument being located
1610.32 feet from the centerline of a concrete culvert under said

U.S. Highway No. 17, accommodating the waters of Five Mile Branch,
as measured along said southerly right-of-way line. Running thence
from said beginning monument:
1. North 68 degrees 37 minutes 15 seconds East 10.00 feet to a
Point; thence
2. South 21 degrees 24 minutes o3 seconds Past 344.00 feet to a
point; thence
3. North 68 degrees 35 minutes 00 seconds East 2.00 feet to a
Point; thence
4. South 21 degrees 24 minutes 03 seconds East 415.72 feet to a
Point in the southerly line of the above described 3.48 acre
tract; thence
5. South 68 degrees 30 minutes 23 seconds west 12.00 feet to a
Point at the southwesterly corner of the above described 3.48
acre tract; thence .
6. North 21 degrees 24 minutes 03 seconds West 759.72 feet with
the westerly line of the above described 3.4E acre tract to
the point of beginning.
BUBJWT, HOMVUR. to a 10 foot wide utility easement to the
New Hanover Water and Sewer District described in a deed recorded
in Book 1565 at page 26 of said Registry.
The northerly line of said 10 foot wide utility easement being
the southerly right-of-way line of said U.S. Highway No. 17, the
easterly line of said utility easement being the easterly line of
the above described 3.48 acre tract, the southerly line of said
easement being a line 10.00 feet southwardly of the southerly
right-of-way line of said U.S. Highway No. 17, when measured at
right angles to Said right-of-way line and the westerly line of
said easement being the westerly line of the above described 3.48
acre tract.
THIS CONVEYANCE IS MADE SUBJECT TO THAT CERTAIN DEED OF TRUST FROM
GULFSTREAM FOODS OF NORTH CAROLINA, INC. TO FREDERICK WILLF.TTS, III, TRUSTEE
FOR COOPERATIVE SANK, IN THE ORIGINAL AMOUNT OF 03,585,850_00 RECORDED IN
BOOK 4059 AT PAGE 891 OF THE NEW HANOVER COUNTY REGISTRY.

REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
Piled For Registration: 0110712008 04:09:45 PM
Book: RE 5266 Page: 1909-1914
Document No.: 2008000744
DEED 6 PGS $26.00
NC REAL ESTATE EXCISE TAX: $1,538.00
Recorder: CRESWELL, ANDREA
State of North Carolina, County of New Hanover
DOCUMENT OF
POOR QUALi T Y
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2008000744*
2008000744

To Whom It May Concern:
Please allow this letter to grant permission to Friendzy'z, LLC, from Gulf, Worsley &
Cowper Properties, LLC to enter upon the property as shown on plans prepared by GSP
Consulting, PLLC and labeled as new Friendzy'z in Wilmington, NC and perform the
necessary site work on the property as required for obtaining permits for their Private
Recreation Facility project on the property.
Gulf, Worsley & Cowper
Notary Public for the State of t\�
certify that , JID� N \J , tJ
personally appeared before me this 1 ,- W day of and acknowledge the
due execution of this document. Witness my hand and official se �
SEAL
My commission expires I b — \ - \ S

W.ITHERS RAVENED,
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 I PLANNERS 1 SURVEYORS
ECE1VE
APR 2 4 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 serotiha), sassafras (Sassafras albidum) and
bracken fem (Pteridium aquilinum).
The southern portion of the property was previously cleared, and has a vegetative composition of
bahia grass (Paspalum notatum), yellowjasmine (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
ttt MacKenan Drive I Cary, INC 275zi I tel.: [phone]o [ fax: gag.467-6008 I www.withersrdvenet.com
i4m Commonwealth Drive j Suite sot I Wilmington, NC 28403 I tel: gso.256.g277 Pax 9t0_256.2584
416 D Gatlimare Dairy Road I Greensboro, NC 27409 I tel: [phone] I fax: gig.467 6008
N.C. Engineering Board No. C-o832

WITHERS &- RAVEHEL
ENGINEERS I PLANNERS I SURVEYORS
not meet the wetland hydrology criteria as defined by the US Army Corps of Engineers 1987
Wetland Delineation Manual and 200$ Atlantic and Guif Cuastal Plain Regionai Suppiement.
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,
i
Troy Beasley
Environmental Scientist
WITHERS &-RAVENEL, INC.
Attachments:
1) Aerial Photo
2) USGS Quadrangle
3) New Hanover County Soil Survey
isi MacKenan Drive I Cary, NC 27511 I tel.: gig.469.334o I Fax: gig.467-6008 I www.withersravenet.com
i4io Commonwealth Drive I Suite zoi I Wilmington, NC 28403 I tel: [phone] ] fax: [phone]
416 D Gallimore Dairy Road I Greensboro, NC 27409 I tel: [phone] I fax: [phone]
N.C. Engineering Board No. C-o832

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FFFRIENDZY'S 71 1 1 WITHERS &—RAVENEL
USGS QUAD - WILMINGTON •W0404 { PIANW942.1 4u4rrroltx

FRIENDZY'Z
STORMWATER & EROSION CONTROL
NARRATIVE & CALCULATIONS
April 19, 2012
4L,
S
�-
031315-
S -
'� ° •��i rt�'��=' ems`
tilt, 5
All 2 4 I'll
BY:
GSP CONSULTINGv PLLC.
6626 Gordon Road, Unit C
Wilmington, North Carolina 28411
[phone]

ST®RMWATER NARRATIVE
FIRENDZY'Z
W1LMJLi'V GTON, NC
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.
SOILS
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 SQ.
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 Creels, 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. Install 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*4*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 ftz
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 fUs
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*1*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 ftz
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 ft/s
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
How 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 W
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=(;*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
100.0%
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 ftz
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
supercritical

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 Forr
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 ft'
Wetted Penme
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
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
0.76 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 ft/s
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 Farr
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 ft2
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 ft/s
Velocity Head
0.30 ft
Specific Energ:
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
Drainage Area #8
12,247 sf
0.28 ac
Rubber Surface 12,247
Total 12,247 sf
Total 0.28 ac
% Impervious 100.0%
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 Flaw Calcs
100-Year Peak Flow
100-Year Intensity
C-Factor
Q=C*I*A
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 Farr
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 ftz
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