SW8120114_HISTORICAL FILE_20150909

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
�D HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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If+YES. enter delivery address below: ❑ No
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ertifed Mail ❑ Express Mail
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PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-154c

UNITED STATES 1PMfH ffMtLi_E -NCSPS
i Firs
.?. i4.!>`►tYl �'A'i Permit No.
. Sender: Please print your name, address, and ZIP+4 in this box •
NC DENR - DIVISION OF WATER QUALITY
SURFACE WATER PROTECTION SECTION
127 CARDINAL DRIVE EXTENSION
WILMINGTON, NC 28405
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North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
September 9, 2015
Mr. Richard Flowers, President
Flowers Development Corporation
212 Bayview Blvd.
Atlantic Beach, NC 28512
Subject: Notice of Inspection - Not Compliant
Flowers Development Corporation
State Stormwater Management Permit No. SW8 120114
Carteret County
Dear Mr. Flowers:
Donald van der Vaart
Secretary
Effective August 1, 2013, the State Stormwater program was transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified. Please note that this letter references DEMLR as the Division responsible for issuance of the
permit.
On September 9, 2015, the Wilmington Regional Office of the Division of Energy, Mineral and Land
Resources (DEMLR) conducted a file review inspection of Flowers Development Corporation, located
at Friendly Rd, Morehead City in Carteret County to determine the status of compliance with the State
Stormwater Management Permit Number SW8 120114 issued on July 23, 2012. DEMLR review of
aerial photos available online indicates that the pond has been constructed. However, the DEMLR file
review revealed that the site is not in compliance with the terms and conditions of this permit. Please .
find a copy of the completed form entitled "Compliance Inspection Report" attached to this letter, which
summarizes the findings of the recent inspection.
As indicated in the attached inspection report, the following deficiencies must be resolved:
1. Per Section 11.7 of the permit, please submit a completed designer's certification indicating that
the project has been constructed in accordance with the permit, approved plans, specifications,
and other documentation. Any deviations from the approved plans and specifications must be
noted on the certification.
Please inform this Office in writing before October 12, 2015, of the specific actions that will be
undertaken and the time frame that will be required to correct the deficiencies. Failure to provide the
requested information, or to respond to this letter by the due date, may initiate enforcement action
including the assessment of civil penalties of up to $25,000 per day. If a written plan of action is not
submitted to this office by October 12, 2015 then DEMLR staff will re -inspect the site and issue a Notice
of Violation if the listed deficiencies have not been addressed.
If the property covered by this permit has been/will be sold or legally conveyed to another entity or if the
permit holder has changed its name and/or mailing address, or if the project name has been changed, it
is your responsibility as the permittee to submit a completed and signed Name/Ownership change form
to DEMLR at least 30 calendar days prior to making the changes. These forms are available on our
website at: h_ttpalportal.ncden_r.or-q/web/lr/state-stormwater-forms dots
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
(910) 796-72151 Fax: [phone] • Internet: http:/IAortal.nodenr.org/web/I

Flowers Development Corporation
September 9 2015
If you have any questions, please contact me at the Wilmington Regional Office, telephone
number (910)-796-7215 or via email at [e-mail].
Sincerely, �/ �/j ;jjjjjjj}}} 1/��[
"�Z, f ' ram./ �-
Christine (Nelson) Hall
Environmental Engineer
Enc., Compliance Inspection Report
�DS\canh-. I11Storrnwater\Permits & Projects120121120114 HD12015 09 CEI_deficient 120114
cc: Susan Sayger, KSMJ Engineering
Georgette Scott, Wilmington Regional Office Stormwater Supervisor
WiRO Stormwater File
Page 2 of 2

Nelson, Christine
From: Nelson, Christine
Sent: Friday, May 03, 2013 2:48 PM
To: 'Susan Sayger'
Subject: RE: NOV response letter nov2012pc275
Sue,
I haven't seen anything on this project. Can you please update me on the status?
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and maybe disclosed to third parties unless the content is exempt by statute or other regulation.
From: Nelson, Christine
Sent: Tuesday, April 23, 2013 8:55 AM
To: 'Susan Sayger'
Subject: RE: NOV response letter nov2012pc275
Sue,
Can you update me on the status of Flowers Development Corporation (SW8 120114)? Has the pond been constructed?
haven't seen the designer's certification come in yet.
Thanks,
Christine
Christine !Nelson
Environmental Engineer
State Stormwater Program
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone:[phone]
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Nelson, Christine
Sent: Wednesday, September 12, 2012 11:59 AM
To: 'Susan Sayger'
Subject: FW: NOV response letter nov2012pc275
Hopefully this e-mail will go through this time
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Nelson, Christine
Sent: Monday, September 10, 2012 1:26 PM
To: 'Susan Sayger'
Subject: RE: NOV response letter nov2012pc275
Sue,

.'l
Nelson, Christine
From: Nelson, Christine
Sent: Tuesday, April 23, 2013 8:55 AM
To: 'Susan Sayger'
Subject: RE: NOV response letter nov2012pc275
Sue,
Can you update me on the status of Flowers Development Corporation (SW8 120114)? Has the pond been constructed?
I haven't seen the designer's certification come in yet.
Thanks,
Christine
Christine Nelson
Environmental Engineer
State Stormwater Program
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone: [phone]
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Nelson, Christine
Sent: Wednesday, September 12, 2012 11:59 AM
To: 'Susan Sayger'
Subject: FW: NOV response letter nov2012pc275
Hopefully this e-mail will go through this time
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Nelson, Christine
Sent: Monday, September 10, 2012 1:26 PM
To: 'Susan Sayger'
Subject: RE: NOV response letter nov2012pc275
Sue,
An e-mail is sufficient. Can you please provide more specifics on the schedule with dates for the each of the steps of the
plan of action? (if there are any steps) For instance, when do you anticipate the construction to be completed?
If something comes up, you will also need to keep me informed of any changes to the dates and/or plan.
Thanks,
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Low
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Susan Sayger(mailto:ksmj,engineerincPpmail.com]
Sent: Monday, September 10, 2012 10:31 AM
To: Nelson, Christine
Subject: NOV response letter nov2012pc275

Christine.
Attached is repsonse to NOV for Flowers project.
They are staking pond tomorrow and will start pond this week.
Hard copy to follow in mail.
Let me know if you any additional info.
Thanks
Sue Sayger,PE
252-349-5803

Nelson, Christine
From: Nelson, Christine
Sent: Monday, September 10, 2012 1:26 PM
To: 'Susan Sayger'
Subject: RE: NOV response letter nov2012pc275
Sue,
An e-mail is sufficient. Can you please provide more specifics on the schedule with dates for the each of the steps of the
plan of action? (if there are any steps) For instance, when do you anticipate the construction to be completed?
If something comes up, you will also need to keep me informed of any changes to the dates and/or plan.
Thanks,
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Susan Sayger [mailto:ksm",en ineerin mail.com]
Sent: Monday, September 10, 2012 10:31 AM
To: Nelson, Christine
Subject: NOV response letter nov2012pc275
Christine.
Attached is repsonse to NOV for Flowers project.
They are staking pond tomorrow and will start pond this week.
Hard copy to follow in mail.
Let me know if you any additional info.
Thanks
Sue Sayger,PE
252-349-5803

Your complimentary
7� P 0 F use period has ended.
Complete hank you for using
POF Complete.
COW@ fi✓ m
RE: NOV2012pc0275
Christine Nelson
DWQ
DENR
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Christine,
Ij Engineering
g,_Dggjgn and Permitting
As always thank you for your assistance with this matter. After discussion with Mr.
Flowers and yourself, Mr. Flowers has decided to move forward with construction of the
project as permitted.
I spoke with Mr. Flowers after our discussion. Presently, Mr. Flowers does not intend to
construct the mini storage portion of the permitted plan for at least one year, as the
current economic climate does not support immediate construction. Mr. Flowers and
discussed the project, including re -permitting project in phases. He has decided to move
forward as permitted, has obtained a contractor and is in the process of constructing the
stormwater wet detention facility as permitted. We will inspect the facility during and at
the completion of the project and will provide the Designer's certification. We feel this
satisfies the violation of NOV 3023 PCO275.
If you need any additional information, please contact me at the number below.
Sincerely,
Sw,a v Sa yge,r, PE
Susan Sayger, PE
Cc: 1fr. Cass Flowers
KaM1.anQinzering�mall.com
388 MCCOTTEB BLVO, HAVELOCK, NC 28532
252-444-5765,252-349-5803
3.:

Nelson, Christine
From: Susan Sayger [[e-mail]
Sent: Wednesday, September 12, 2012 12:47 PM
To: Nelson, Christine
Subject: Re: NOV response letter nov2012pc275
Christine,
Sounds good.
I am keeping eye on it.
It is cheaper than paying me to come at the end and do an inspection.
Especially if something is wrong.
I will shoot you an email with progress.
Thanks again
Sue
On Mon, Sep 10, 2012 at 10:30 AM, Susan Sayger <ksm'.en ineerin mail.com> wrote:
Christine.
Attached is repsonse to NOV for Flowers project.
They are staking pond tomorrow and will start pond this week.
Hard copy to follow in mail.
Let me know if you any additional info.
"Thanks
Sue Sayger,PE
252-349-5803

KsMj Engineering
PDesign_.. rid Per►nilrting
RE: NOV2012pco275
Christine Nelson
DWQ
DENR
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Christine,
ECEIVE
SEP 12 2012
As always thank you for your assistance with this matter. After discussion with Mr.
Flowers and yourself, Mr. Flowers has decided to move forward with construction of the
project as permitted.
I spoke with Mr. Flowers after our discussion. Presently, Mr. Flowers does not intend to
construct the mini storage portion of the permitted plan for at least one year, as the
current economic climate does not support immediate construction. Mr. Flowers and I
discussed the project, including re -permitting project in phases. He has decided to move
forward as permitted, has obtained a contractor and is in the process of constructing the
stormwater wet detention facility as permitted. We will inspect the facility during and at
the completion of the project and will provide the Designer's certification. We feel this
satisfies the violation of NOV 3023 PCO275.
If you need any additional information, please contact me at the number below.
Sincerely,
Swwwv S"ge -, PE
Susan Sayger, PE
Cc: Mr. Cass Flowers
I SOLauaineerinaitraii am
388 M 0 Q 0 T T E B B L V 0 , BAVE L0CK NC 28.532 RT
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2 5 2 - 4 4 4 - 5 7 6 5 , 2 5 2 - 3 4 9 - 5 8 0 3
P\GI�EERI�G

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MCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
August 17, 2012
CERTIFIED MAIL #7010-0290-0003-0834-6708
RETURN RECEIPT REQUESTED
Mr. Richard Flowers, President
Flowers Development Corporation
212 Bayview Blvd.
Atlantic Beach, NC 28512
Subject: NOTICE OF VIOLATION, NOV-2012-PC-0275
Flowers Development Corporation
Stormwater Permit No. SW8 120114
Carteret County
Dear Mr. Flowers:
Dee Freeman
Secretary
On August 15, 2012, Wilmington Regional Office personnel performed a Compliance Inspection
of the subject project, located at 310 Friendly Rd in Carteret County, North Carolina. The
inspection was performed to determine the status of compliance with Stormwater Permit
Number SW8 120114, issued to you on July 23, 2012,
The project has been found in violation of Stormwater Permit Number SW8 120114, issued
pursuant to the requirements of the stormwater rules, 15A NCAC 2H.1000. The violations found
are:
Failure to build according to the approved plan. The BMP has not been installed and
the collection system has not been constructed as approved. The runoff from the
newly constructed impervious area appears to be directed to a perimeter swale.
Per Section 11.1 of the Permit, the stormwater management system shall be
constructed in its entirety, vegetated, and operational for its intended purpose prior to
the construction of any built upon area.
Once the stormwater management system has been constructed, Section 11.7 of the
Permit requires a designer's certification to be submitted certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the approved
plans and specifications must be noted on the Certification.
To correct these violations you must:
1. Construct the BMP and collection system as approved.
2. Submit a Designer's Certification.
'Failure to provide the "Plan of Action" by September 16, 2012 or to correct the violations by the
date designated in the "Plan of Action", are considered violations of 15A NCAC 2H.1000, and
may result in the initiation of enforcement action which may include recommendations for the
assessment of civil penalties, pursuant to NCGS 143-215.6A.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] L DENR Assistance: 1-877-623-6748
Internet: www.ncwalerquaEity.org
NorthCarolina
vVaturally

August 17, 2012
Flowers Development Corporation
Stormwater Permit No. SW8 120114
By copy of this letter to the Town of Morehead City Building Inspector, this office is requesting
that the Building Inspector consider withholding future building permits and Certificates of
Occupancy for this project until this matter is satisfactorily resolved.
If you have any questions concerning this matter, please call Christine Nelson at (910)-796-
7215.
Sincerely,
57� Charles , ii akild P.E., Director
�
Division of Water Quality
GDSlcan: S:IWQSIStormwater\Permits & ProjecW20121120114 HD12012 08 NOV 120114
cc: Susan Sayger, KSMJ Engineering
Town of Morehead City Building Inspections
Karen Higgins, WBS-CPU
Georgette Scott
WiRO Stormwater File
m
O Retum Receipt Fee
O (Entlorsemenl Required)
0 Restricted Delivery Fee
(Endorsement Required)
Page 2 of 2

Permit Number SW8120114
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
christine.nelson
Coastal SW Rule
Coastal Stormwater - 2008
Permitted Flow
Facility
Facility Name
Flowers Developent Corporation
Location Address
310 Friendly Rd
Morehead City NC 28557
Owner
Owner Name
Flowers Development Corporation Inc
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
07/23/12 01 /31 /12
egulated Activities
State Stormwater - HD - Detention Pond
Outfall NULL
Central Files: APS SWP
07/23/12
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Carteret
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Richard C. Flowers
President
212 Bayview Blvd
Atlantic Beach NC 28512
Public Notice Issue Effective
Expiration
07/23/12 07/23/12
07/23/20
Requested/Received Events
Additional information requested
02/28/12
Additional information received
04/09/12
Additional information requested
05/21/12
Additional information received
06/13/12
Additional information requested
07/02/12
Additional information received
07/13/12
Additional information requested
07/17/12
Additional information received
07/20/12
Waterbody Name Stream Index Number Current Class Subbasin

Flowers Development Corporation
310 Friendly Road
Morehead City, Carteret County, North Carolina
Subject: Subsurface soil exploration
Flowers Development Corporation
INTRODUCTION
The following report contains the results of subsurface field test, to establish the in situ height of
the seasonal high water table. Neither this report, nor the field tests performed are intended to
serve as geotechnical recommendations or as a basis of pavement design selection. In April
2011 and January 2012, Susan Sayger, PE performed a subsurface soil exploration at the site of
the proposed Flowers Development Corporation project. The site is to be located at 310 Friendly
Road, within the town limits of Morehead City, Carteret County.
Based on information from the provided plans, a wet detention and forebay system is proposed to
meet the DENR high density stormwater requirements. As such, hand auger borings were
performed at 35 foot intervals 25 feet from the northerly property line. In January 2012 a second
observation was made at same locations, confirming the earlier findings. See attached boring
location map.
From general observations and the existing and historical use of the property it appears the area
of the proposed pond has been been vacant for some time. Per the Carteret County soils map, the
in -situ soils are of the Ap, Arapahoe series. Although County soils maps are not used as a direct
determination of the elevation of SHWT, soils series information is helpful in field
determination. In the instance of this project, Ap series suggests poorly drained, sandy loam
soils , with a relatively high SHWT.
FIELD EXPLORATION
As stated above, field investigation of the site were made twice, including hand auger borings.
Free standing water was not observed in the borings. The soils observed at the locations shown
on the attached boring location map were identified by color (hue and chroma), texture, moisture
content and other soil characteristics, such as odor, in keeping with standards soil classification
guidelines such as the USCS and Munsell soil chart. Based on the field observations,
corresponding soil classifications, and the generalized subsurface conditions, the depth to
seasonal highwater table appears to be approximately 2.8-3 feet, Elevation = 15.1.
Soils and classification were observed as follows:
O Horizon- Organic -Topsoil to 6 inches, litter layer, friable with coarse roots.
A Horizon- Beneath top soil to 15-18 inches, loose grayish -brown and sandy loam,
fine roots at upper end of horizon, .
B Horizon -From 18 inches to 36 inches, in -situ soils darker, chroma of 2, towards a black sandy
loam.
C Horizon -Slightly wet, friable, loamy sandy, seasonal high water table estimated to be 2.8 to 3
feet, or elevation 15.1
Laboratory testing was not performed

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Name of Stream
snake Gut
Fullers Ditch
The Passage
Deep Slough
Drum Pond
Goose Bay
Oyster Creek
Great Ditch
Atlantic Ocean
Description Curr. Glass
From Pamlico Sound to SA;ORW,NSW
Back Bay
From Pamlico Sound to SA;ORW,NSW
Back Bay
From Pamlico Sound to SA;ORW,NSW
Back Bay
From Pamlico Sound to SA;ORW,NSW
The Passage
From source to Back Bay SA;ORW,NSW
Entire Bay SA;ORW,NSW
From Core Sound to SA;ORW,NSW
Goose Bay
From Core Sound to SA;ORW,NSW
Goose Bay
The waters of the SB
Atlantic Ocean
contiguous to that
portion of the White
Oak River Basin that
extends from the
northern boundary of
White Oak River Basin
(southwest side of
Drum inlet) to the
southern boundary of
White Oak River Basin
(northern boundary of
Cape Fear River Basin
at the southwest side
of the mouth of Goose
Bay in the
Intracoastal Waterway.
Atlantic Ocean The waters of the SB;NSW
Atlantic Ocean
contiguous to that
portion of the Neuse
River Basin that
extends from the
southwest tip of
Ocracoke Island to the
southwest side of Drum
Inlet
Peltier Creek From source to Bogue SB:#1
Sound
Date
Basin
Stream Index #
01/01/90
Neuse
27-149-4-2-4
01/01/90
Neuse
27-149-4-2-5
01/01/90
Neuse
27-149-4-2-6
01/01/90
Neuse
27-149-4-2-6-1
01/01/90
Neuse
27-149-4-2-7
01/01/90
Neuse
27-149-4-2-8
01/01/90
Neuse
27-149-4-2-8-1
01/01/90
Neuse
27-149-4-2-9
07/01/73
White Oak
99-(4)
05/01/88 Neuse 99-(5)
06/01/92 White Oak 20-36--11
JAN 3 12012
Page 16 of 16 2011-10-01 07:17:18
5

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12l19111 ConnectGIS Feature Report
OBJECTID 1
24700
PDOT
1941
CONDO
MOTHER
0
PRID
PIN15
637613131941000
Deed Date New
1/1/1901
12:00:00 AM
OWNER
FLOWERS
DEVELOPMENT CORP
DEED BOOK
1211
DEED PAGE
81
DEED DATE OLD
0
SALE PRICE
0
TAX VALUE
662330
LAND VALUE
383686
STRU C VAL
278644
OTHER VAL
0
BLT CONDO
—
0
HOUSE NUMBER (7
Digits)
0000310
STREET NAME
FRIENDLY
STREET TYPE
RD
CITY
MOORrEHEAD
CIT
ZIP
28557
MAILING ADDRESS
HOUSE NUMBER
212
MAILING ADDRESS
DIRECTION
MAILING ADDRESS
STREET
BAYVIEW
BOULEVARD
MAILING ADDRESS
STREET TYPE
MAILING ADDRESS CITY
ATLANTIC
BEACH
MAILING ADDRESS
STATE
NC
MAILING ADDRESS ZIP
28512
MAILING ADDRESS PO
BOX
TOWNSHIP
MOREHEAD
CITY LIMIT
MOREHEAD CITY
NEIGHBORHOOD CODE
130085
FIRE DISTRICT
RESCUE DISTRICT
LEGAL DESCRIPTION
AC FRIENDLY RD
TOTAL ACRES
3.89
YEAR BUILT
2008
TOTAL SQUARE FEET
7568
ROLL TYPE
R
BATHROOMS
0
BEDROOMS
0
Noise Ivl
Risk level
aicuz
carteret2.con nectgis.comlDownloadFile.ashx?i=_ags_mapi fbaadea374e41... 212

SOSID: 0295852
51 Date Filed: 5/11/2011 9: 1: 00 Ai'
BUSINESS CORPORATION Elaine F. Marshall
UAL REPORT North Carolina Secretary of State
-- CA201125800435
NAME OF B INESS RPORATION: Flowers Development Corporation
FISCAL" YEAR ENDIN: f�l��l�� STATE OF INCORPORATION: NC
SECRETARY OF STATE CORPORATE IDNUMBER, 0295852
NATURE OF BUSINES : Rentals
REGISTERED AGENT: Flowers, Richard C.
ADO
REGISTERED OFFICE IN
ADDRESS: -408 E Fort Macon Road
Atlantic Beach, NC 28512
Zoo
REGISTERED OFFICE ET ADDRES S: dAB E For[ Macon Road
Atlantic Beach, NC 28512 Carteret County
SIGNATURE OF THE N*W REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TE EPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILINQ ADDRESS: 200 E Forf Macon Rd
Atlantic Beach, NC 28512
PRINCIPAL OFFICE STI}EET ADDRESS: 200 E FortMacon Rd
Atlantic Beach, NC 28512
PRINCIPAL OFFICERS:
Name: RichardC. Flower Nwne: 94 NMWW-A*W@M Sy�wA M. A104ju-3
Title: President Title: Sri-�%
Address: Address:
200 E Fort Macon Rd Zoo E • rV$T MAZd4 JU.
Atlantic Beach, NC 28512 f3 "W" NG a IS 12
ATION OF AN4UAL REPORT MUST BE COMPLETED BY ALL BUSINESS CORPORATIONS
&15Z -?- lq-- 2-0//
FORM MUST BE S
P,LCAAK a
ANNUAL
) BY AN OFFICER OF THE CORPORATION DATE
�k-s5 Fc o w&Ks
E OR PRINT NAME TYPE OR PRINT TITLE
C FEE: S25 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 - Raleigh, NC 27626-0525

' V
CD-479(39) Business Corporation North Carolina
10-28-08
This report may be filed online at the Secretary of State webslte: i wwww
SOSCD: 0295852
Date Filed: 4/12/2010 9:04:00 AM
Elaine F. Marshall
North Carolina Secretary of State
CA201012402514
Name of Business Corporation: FLOWERS DEWLOP)IM CORPORATION
Fiscal Year Ending 12 — 31— 0 9 State of Inc wafim NORTH CAROLINA
MOM%/Day /Yew
secretary of State ID Number. 0295852
® I hereby certify that the Information requested below (required by NIM W16-22) has not changed since the most recently filed annual report and is
therefore complete.
Nature of Business:
Registered Agent
Registered Office etailing Address:
County: Chyr State: ZIP Code:
Registered Office Street Address.
Count.WT.. State: ZIP Code:
Signature of Now Registered Agent
(5ipwfue Cwwdihdea carer nt tra me appoinhnmi)
Principal Office Telephone dumber.
Principal Office Ntaling Address
Principal Office Street Address:
Cdyr_ State: TIP Code:
City State: ZIP Code:
Marne, idle. and Business Address of Princi
Name: T'ille:
Address:
c' . State: ZIP:
Name: Title:
Address:
city., State: ZIP:
Name: True:
Address:
C' State: ZIP:
Certificatigp4l annual report (Most be compleft V itil Huainan Corporations).
Signature ¢am.ru*t 5e eVmd by an adios bf =Per 1bM) Date
C r4>�rU
Type or Prim Naas TMe
060511 �G-1b00

J
Melanie Arthur 31)
CARTERET COUNTY
7L Date 02/15/2007 Titre 16:13:00
GR 1211081 Page 1 of 3
COMY
31�7 w15/2stn
NOW" CAFt"A, CARTEFIETCJt Rfry
$1, 400, pM
This i um—Ew and lids c-Twate are duly ffiM at the
n Erlaia
data and time and in the gook aria Page Woo on the
fbW page horbat.
PjtT'�_—�ti
Exalue Tax
r of Doeds
{*1
e..
9'
"•�1J�p�x lryrr M PMd
,� �• NORTH CAROLINA
GENERAL WARRANTY DEED
Excise Tax: $1400.00
Parcel Identifier No. 637613039954 Verified by County on the T day of 20_
By.
JMad/Box to: Kirkman, Wbitfard, Brady & Baryrnan, P.A.
This ianrummt was prepared by: Kirkman, Whitford, Brady A Berryman, P.A.
Bricf description for the Index: Acreage Fondly Road
TFUS DEED made this _ day of February, 2007, by and between
LAB -WOLF, LLC, a North Carolina limited liability I FLOWERS DEVELOPMENT CORPORATION,
company A North Carolina Corporation
212 Bayvlew Blvd.
Atlantic Beach, NC 28512
Eater in appropriate block for each party. name, address, and, if appropriate, ebaractcrof entity, e.g. corporation or partuorship.
The designation Grantor and Grantee as used herein shall include said parties, their hens, sours, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
W ITNESSE1T3, that the Grantor, for a valuable consideration paid by the Grantee, the receipt ofwhich is beeby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, oil that certain lot or parcel of land situated
in the City of Morehead City, Morehead Township, Carteret County, North Carolina and more pwtimL-niy described as follows:
See Attached Exhibit A
The property her mabove descrrbed was acquired by Grantor by instrument recorded to Book 1181, Page 486.
A map showing the above described property is retarded in Map Book, Page.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and urp rurmcrs thereto belonging to the Grar toc
in fco simple.
BOOK _ �_ PAGE ._
NC Bar Association Form No. 3 O 1976, Revised A 1977, 2002
Printed by Agreement with the NC Bar Aswciatirm — 1981 - Chicago Title Insurance Company

And the Grantor covcitants with the Grantee, that Grantor is seized of the premises in fix simple, has the right to convey the smite in
fee simply, that title is marketable and free and clear of all eacmnhrancm and that Grantor will warrant and defend the title against
the lawful claims of ail persons whomsoever, other than the following exceptio=
Any and all restrictions, covenants and easements of record.
IN WITNESS WHERMF, the Grantor has dully excarsed the foregoing as of the day and year first above written_
LAB -WOLF, LLC (SEAL)
A�Q—
a
By.
Title:
By:
m F. Ballon (SEAL)
Title: Member/Manager
By
(SEAL)
Title
SEALSI'AMP State of North Carolina -County of
1, the undersigned Notary Public of the County and State aforesaid, certify that personallyappearod
before me this day and acknowledged the due execution of the foregoing instrument for the purposes therein
expressed. Witness my hand and Notarial stamp or seal this day of 2006
My Coutnninion Expires:
Notary Public
SUsl;r Sta�of North Carolina - of
O���E M KOF��� :the utda Dad Notary Public of the County and State aforesaid,
V BSjtify that RTchsrd Can Flowers and Samnd F. BaT1oa, personally came before me this day and
NOTARY �i that
they
liabmthe MMember/IManageraofLAB-WOLF,LLC,axorthCzrohuaor
t by authority duly given and as the act of such entity, signed o ngoiIke inst inapplicable),
7. PUBLIC the ry ygi ty,they g�theforegoinginstitaaeut' its Heine
us its act and deed Witness my band and Notariai Estamp
or seal, this /,t day of
200
rco MY
erun nu��
Printed Name of Notary
SEAL -STAMP State ofNorth Carolitm - County of
L the undersigned Notary Public of the County and State afortsaid, certify that
Witness my hand and Notarial stamp or seal, this day of - -_ . 2tl
My Ex i= Notary Public
The foregoing Certificate(s) of
is/are certified to be awl This insmmtent and this certificate are dulyregistued at the date and time and in the Book and Yager shown
on the feat page hereof
Register of Deeds for
Deputy/Assistant - Register of Uceds
NC Bar Association Form No. 3 tQ 1976, Revised 0 1977, 2002
Printed by Agreement with the NC Bar Association - 1991 - Chicago Title lasaaimc-e Company
BOCK 1:::,k � I--- PAGE 31-

it IBIT A
RALPH STRYON TO LAB WOLF, LLC
Lying and being situated in the Town of Morehead City, Carteret
County, North Carolina and beginning at an existing iron pipe
located in the eastern right of gray line of Friendly Road, said
Iron pipe being located N 33,1341370 6 402.75 feet from an
existing PR nail at the intersection of the centerlines of
Bridges Street Extension and Friendly Road. From said point and
place of beginning run thence with the eastern right of way line
of Friendly Road with a curve to the right with Rd 1,497.89
feet, N 43244.38" S a chord distance of 601.02 feet to a
existing iron pipei thence S 42244.30" S 124.53 feet to an
existing iron rods thence S 53232,300 a 82.72 feet to an
existing iron rodT thence S 67=32,00" g 490.00 feet to an
existing iron rodf thence S 22228.00" W 301.75 feet to an
existing iron rods thence H 67230,49, W 828.84 feet to the point
and place of beginning. The above described tract contains
approximately 5.6 acres and is shown on the survey for Richard
C. Flowers prepared by James I. Phillips Land Surveying, P.A.
dated July 2006, reference to said survey being made for greater
certainty of description.
BOOK -V,O=- PAGE

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Homepage NOAA ATLAS 14 POINT PRECIPITATION FREQUENCY ESTIMATES
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High Dens i Commercial Subdivisions
Deed Restrictions & Protective Convenances
In accordance with Title 15 NCAC 2H.1O0O and S.L. 2006-246, the Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
built -upon area consistent with the design criteria used to size the stormwater control facility.
I, Richard Flowers acknowledge, affirm and agree by my signature below, that I will cause the
following deed restrictions and covenants to be recorded prior to the sale of any lot within the project
known as
The following covenants are intended to ensure o going compliance with State Stormwater
Management Permit Number 5lu� d// as issued by the Division of Water Quality
under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is square feet.
*Note: If the BUA per lot varies, please substitute the following statement for the one above and
provide a complete listing of the proposed BUA for each lot:
The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
11 7,333Sgft
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right-of-way between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that. will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a permit
prior to construction.
9. The project and each lot will maintain a 30** foot wide vegetated buffer between all impervious
areas and surface waters.
**50 foot for projects located in the 20 coastal
`" 311012
Form DRPC-1 Rev.2 05Nov2009 Page 1 of 2

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High Densitx Commercial Subdivisions
Deed Restrictions & Protective Convenances
Signature: c Date: /2 -/415 11
I, a Notary Public in the
State of /'r G , County of 4?1 ,
do hereby certify that z personally appeared
before me this the day of 20 // , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
ignapre
My Commission expires --,> r Z
RECEIVED
JAN 31 2012
BY:
Form DRPC-1 Rev.2 05Nov2009 Page 2 of 2

DWQ USE ONLY �I
11 Date Received I Fee Paid I Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph 11- 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 Lg�t
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forma may he photocopied far arse as an original
1. 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.):
- E v6 Lo P 94 c-"J
2. Location of Project (street address):
City. t4orette-A0 Car`f County: CAp_tZ-2e_-T Zip:
3. Directions to project (from nearest major intersection):
4. Latitude: 3/4 ° 13 ' ' S " N Longitude. 76- 45 ' 59 "",W of the main entrance to the project.
Il. PERMIT INFORMATION:
1. a. Specify whether project is (check one): NNew ❑Modification
b.lf this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , 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 JKI-sigh 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: ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired
issue date and the type of each permit:
jPN � 12p11
provide the Project Name,
DEC12 8 2011
it Number,
Fonn SWU-101 Version 07dun2010 Page 1 of 6 ` G

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: I C ItA0- Lot,—,.F=L.0 �(�
1--7 ' R t'0 R A-P 0-%.
Signing Official & Title:_ l � / % C� 'i�s_Cielc"
b.Contact information for person listed in item I above:
Street Address: 2.i �.. l3h-t \% 15 V.� �L.ti%L7,
City: A%-V\-A0 T1 L State: Of, Zip: Z,851
Mailing Address (if applicable):
City:_
Phone:
State: Zip:
Fax: { -- A
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/
Signing Official & Title:
b.Contact information for person listed in
Street Address:
Citv:
Mailing Address i plicable):
City:
mail:
Sta
Zip:
State: Zip:
Fax:
3. a. (Optional) Print the name and title of another contact such as the project's construction su
person who can answer questions about the project: —
Other Contact Person/Organization:
Signing Official & Title:.
b. Contact information for
Mailing Addr�
listed in item 3a above:
DE
)r or other
2011 J
Ci
State:
Form SWU-101 Version 07Jun2010 Page 2 of 7
7

Phone: ( ) Fax: { }
Email:
4. Local jurisdiction for building permits:
Point of Contact:
IV. PROJECT INFORMATION
Phone #: ( } _
1. In the space provided below, br_ efly summarize how the stormwater runoff will be treated.
QL.fiJOFr- iS G7f2cCTL--D 16//k u'/ e-m- C, -% P-2 - rL7---- i=w tJ
o r ,� f'�t�
, rJ o �7 Q A r r v ,rat � �v P ova:...._ 1?�? lI �� w .�i
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved: vz+f�`
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
91
4.
9
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph If - Post Construction
Stormwater runoff from this project drains to the
Total Property Area: acres
el
River basin.
5. Total Coastal Wetlands Area: -q� acres
6. Total Surface Water Area: acres
Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area': acres
Total project area shall be calculated to exclude the following the normal pool of impounded structures, the area
between the banks of strearus and rivers, the area below the Normal High Water (NNW} line or Mean High Water
(MHW) line, and coastal wetlands landward frotu the NHW (or MHW) lime. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of tlw NHW (or MHW) line may
be included in the total project area.
Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = %
How many drainage areas does the project have?_� (For high der¢sihj, count 1 for each prop ed engine ed
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.
�'D
DEQ4 8 2011
Form SWU-101 Version 07Jun2010 Page 3 of 7

Basin Information
Drainage Area _
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Peltier Creek
Stream Class *
SB
Stream Index Number
20.36-11
Total Drainage Area (sf)
169448
On -site -Drainage Area (sf)
169448
Off -site Drainage Area (sf)
Proposed Imp2rvious Area* (so
117333
Impervious Area** total
Impervious— Surface Area
DrainaLre Area
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (sf)
On -site Streets (sf)
.3 -3 ' C'
On -site Parking (so
On -site Sidewalks (so
Other on -site (sf)
Future (sf)
Off -site (so
Existing BUA*** (so
54153
Total (so.
117333
* Stream Class and Index Number can be determined at: ltttp.aortal.r2cdenr.or ebfu�q[ps/cstr/classificatiolis
** 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 BUA that will retrain 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.
Projects in Union County: Contact DWQ Central Office staff to check if the project is loca
Endangered Species watershed that may be subject to more stringent storm water require
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation anc
must be submitted for each BMP specified for this project. The latest versions of the
from htty://vortal.ncdenr.orsz/web/wo/ws/su/bmv-manual.
V1. SUBMITTAL REQUIREMENTS
F�
'Ter NCQ{
SO % 1
59-(D&M) forms
be downloaded
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 hqp://portaI.ncdenr.org/web/wq/ws/su/­`statesw/fornis 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 hqp://,Uortal.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. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from hgp_//portaI.ncdenr.orz/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions& Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed�_signed and dated) and'6&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http;//www.envhel_p.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
Form SWU-101 Version 07Jun2010 Page 4 of 7
0

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. Develent/Prqject name.
b. Engin6er and �
c. Location nwf with named streets End NCSR numbers.
d. Legen&.-
e. Nortfvarrow.
f. Scale:
g. Revisia�umber 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-vAth all BUA ident� =and dimensioned.
k., Existing co�urs, proposed r�ntours, spot eleya ons, finished �evations.
1. - Details o(�ds, drainage feartures, collection system s, and stormwater coif of measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified pprson. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing dram {including off -site}, drainage easements, pipe sizes, runoff calculations.
o. Drainage ar delineated (included in the main set of plans, not as a separate document).
p. Vegeta buffers (where required).
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"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Q11 Page No:
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.
hft://www.secrElLry.state.nc.us/Corporations/CSearch.aspx
V1I. 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
hqp://portal.ncdenr.arg/_web/wq/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 a
protective covenants for this project, if required, shall include all the items required i �►d j
on the forms available on the website, that the covenants will be binding on all parti an person aiming
under them, that they will run with the land, that the required covenants cannot be c ange d e�te 4jj !
without concurrence from the NC DWQ and that they will be recorded prior to the sae of a ' t4 1
Form SWU-101 Version 07Jun2010 Page 5 of 7 / to

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 infonation).
Consulting Engineer: �V5
Consulting Firm:
Mailing Address:
City:
er
tAC-Cr
SI- ✓Q
State: k) (!'�— Zip: _Z3`3 :5 .:>--�_
Phone: 2 5 2--f1-1- J Fax:
Email: f4 tne- e.ft VVLaV,t-•Cu►'ti
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) _ 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) with (print or type name of organization listed in
Contact Information, item Ia) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
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.
Signature:
I,
a Notary Public for the State of
do hereby certify that
Date:
County of
personally appeared
before me this day of . and acknowledge the due execution of the application for
a stormwater permit_ Witness my hand and official seal,
SEAT,
My commission expires
Form SWU-101 Version 07Jun2010 Page 6 of 7

X. 'APPLICANT'S CERTIFICATION
1, (print or type name of person listed in Contact Information, item 1a) r*'� �` C • �- `� `^' a� b
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 stpTfnl�vater rules under 15A NCAC 21-1.1000, SL 2006-246 (Ph. Il - Post Construction) or SL 2008-211.
Signatu
Date: 12 ' �% —" % I
[, a Notary Public for the State of _ �� County of
do hereby certify that C� (rj a personally appeared
before me this � day of L O/ and acknowled a the due xecution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
Form SWU-101 Version 07Jun2010 Page 7 of

GXQA�
Panning Pesin and_,Permitting
,1uly 18, 2012
NC DENR
Division of Water Quality
Stormwater permit application review
Wilmington Rcgional Office
127 Cardinal Drive l""tension
Wilmington. INC 28405
Re: Stormwater Review
Project: Flowers Development Corporation
Location: 110 Friendly Road, Morehead City, Carteret County
L1nd a.
As always we appreciate your assistance with the Flowers Corporation Development
project located on 310 friendly Road, Morehead City, Carteret County.
Per our discussions. the revisions include reduction of drawdown orifice from 2.65" to
2". to provide drawdown o1.72.4 days (see attached calculations). Included are two sets of
revised drawings and loans. Thank you again and we look for to receiving a permit
Soon.
Sincerely.
Ti I%5("
SUtian Sav�,aer. Pl:
nECEIVEn
JUL 10 2012
8Y—

Nelson, Christine
From:
Lewis,Linda
Sent:
Thursday, July 19, 2012 12:28 PM
To:
Nelson, Christine
Subject:
FW: CSW8 120114
Christine:
GDS gave her OK to draft the permit. Once the revised plans are received and BIMS shows the status as In
Review, you should be able to
issue the permit. The file is in your office.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
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.
From: Lewis,Linda
Sent: Thursday, July 19, 2012 11:53 AM
To: '[e-mail]'
Cc: Scott, Georgette
Subject: RE: Called today
Thank you Sue. This looks right and we can accept it. I've asked our IT folks to reinstate the project in our
database. I've asked Christine to draft the permit in anticipation of receiving the revised plans next week.
I hope all is well with your parents. Have a safe journey.
Linda Lewis
NC Division of Water Quality
127 Cardinal brive Ext.
Wilmington, NC 28405
910-796-7215
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.
From: habersaygrOaol.com [mailto:[e-mail]]
Sent: Thursday, July 19, 2012 10:08 AM
,To: Lewis,Linda
Subject: Re: Called today
Linda,
I appreciate the call back.
I must have misunderstood the conversation. '
I am really in a bind with this owner.
Attached is the revised orifice drawdown talc per Christine

Nelson, Christine
From:
Scott, Georgette
Sent:
Tuesday, July 17, 2012 3:29 PM
To:
Lewis,Linda; Nelson, Christine
Subject:
RE: SW8 120114
Please talk with Sue about what you have found and see if she can give you an explanation.
Georgette Scott
Stormwater Progz-ann Supervisor
Slate Stornnwater Progi.uii
NC Division of `eater Quality
127 Cardinal Drive Est.
Wilnmigton, NC 2840.5
Phone [phone]
1':Lx [phone]
F mail correspondence to and from tlus address may be subject to the North Carolina Public Rccords 11w and maybe disclosed to third parties.
From: Lewis,Linda
Sent: Tuesday, July 17, 2012 2:04 PM
To: Nelson, Christine; Scott, Georgette
Subject: SW8 120114
Ladies,
As requested, I have reviewed the application materials submitted by Sue Sayger, P.E., on July 13, 2012.
find that the forebay volume issue appears to have been addressed. In comparing the old plans with the new
ones, the shorter forebay wall has been moved into the pond a few feet to create additional volume.
I find that the orifice calculation remains an issue. Although Ms. Sayger has reduced the orifice diameter from
3" to 2.65", this is still too large and it drains the pond down in approximately 33.5 hours. In my previous
correspondence with Ms. Sayger, I pointed out to her that while 2.65" was closer, it was still less than 2 days. I
also suggested that a more standard stock size of 2", 2.25" or 2.5" would be a better choice from the
standpoint of availability and drawdown time.
In comparing the Q values in her drawdown calculations to ours, I find that her Q value is more quickly reduced
over time than ours, which is not readily explained. We are using the same '/z hour time interval, so her
flowrates and discharge volumes should be exactly the same as ours.
She may be using a different orifice equation (neither the size of the orifice nor the orifice equation is specified
in her calculations) or she may be calculating the driving head at the invert of the orifice instead of to the
centerline, or she could be using a different orifice coefficient than the standard 0.6, or any number of other
possibilities.
See the emails below:
Linda Lewis
NC Division of Water QualityFrom: Lewis,Linda
Sent: Tuesday, July 10, 2012 10:02 AM
To: Sayger, PE

Lewis,Linda
From:
Sent:
To:
Subject:
Attachments:
Linda,
I appreciate the call back.
[e-mail]
Thursday, July 19, 2012 10:08 AM
Lewis, Linda
Re: Called today
drawdown calculations july 2012 FLowers.pdf
I must have misunderstood the conversation.
I am really in a bind with this owner.
Attached is the revised orifice drawdown talc per Christine
I think we are good with this.
I have to go out of town to attend to an elderly parent today.
As such, we have the revised the drawings in accordance with these talcs and
will send the revisded drawings today.
Please call if you have questions or need anything
Thanks
Sue Sayger
252-349-5803

Lewis,Linda
From: Lewis,Linda
Sent: Tuesday, July 17, 2012 6:01 PM
To: '[e-mail]'
Subject: RE: Revised Orifice Calculations SW8 120114
Sue -
I apologize for this long email, but I have a lot to cover
We've looked at the calculations and my supervisor once again asked me to see if I could discuss the troubles
we are still having. Please bear with me as I explain in preface to a conversation later tomorrow. The
drawdown calculation you provided for the 2.65" orifice shows that the pond reaches permanent pool in 33.5
hours, which is less than the 48 hour minimum. For the drawdown calculation to work properly, you must hit 48
hours first before you get to permanent pool. If you get to permanent pool before 48 hours is up, then you know
that something is wrong.
I also notice that your Q values for each half-hour start out at the beginning very close to what I am getting, but
they get smaller more quickly. Are you calculating the head to the centerline of the proposed orifice? It is the
technically correct way to determine the orifice flowrate.
Also, are you using the standard orifice equation, Q = C❑ A (2gH)12 and the standard sharp -edge orifice
discharge coefficient, C❑ of 0.6? If you are using different constants, variables or equations, please list them
and provide your justification for using them. Your calculations do not show any of the constants, variables or
equations you used to determine the flowrate for each half-hour interval and the resulting stage. I think you
have the process down, but because we are coming up with such different results, I'm just not sure of the basis
for your numbers.
This is how I have set up the routed drawdown calculation:
Start with full temporary pool volume (14259) at the temporary pool elevation (17.85), q=0 and discharge =0 at
the start. Determine how much volume was discharged through the orifice during the first half hour based on
the full measured head from the orifice centerline to the storage elevation. Subtract that volume from the
starting temporary pool volume. Interpolate the stage at the beginning of the next half hour based on the
amount of volume remaining to be drawn down at the end of the previous half hour. Repeat the process.
Hopefully, if you estimated the orifice size close enough, you'll hit 48 hours before you get to the permanent
pool elevation. If not, adjust the orifice size and rerun the calculation until you get that result.
I also notice that the beginning stage for your drawdown calculation is 17.81, but the specified temporary pool
elevation is 17.85. Your drawdown calculation should begin at 17.85.
The simplest approach, as has been offered before, is to rearrange the standard orifice equation to solve for
Area, using the average head, H13, and the target flowrates for a 2-day drawdown (14,259 divided by 172800
seconds in 2 days) and a 5-day drawdown (14,259 divided by 432000 seconds in 5 days.) Once you know the
range of orifice areas that will work, just pick an area in-between and check it using the average head
measured to the centerline of the proposed orifice.
For example:
142591172800 = .083 cfs
14259 / 432000 = .033 cfs
Rearranging the orifice equation to solve for area, A = Q 1 C❑ (2gh)12

+ Substituting .083 and .033 for Q and using gravity, g = 32.2 ft/seC2 and estimated average head of (17.85 —
16.5)/3 = 0.45, the resulting orifice Area for a 2 day drawdown is 3.86 square inches, and the resulting orifice
Area for a 5 day drawdown is 1.55 square inches. Converting these areas into a diameter, D = 2(A / iT )112
results in a range of suitable diameters from 2.2" to 1.4". Don't go any larger than 2.2" and no smaller than
1.4". You then select a suitable orifice size and test it in the orifice equation using an average head to the
centerline and see if it works, or you could plug it into the falling head drawdown to see if it works. But a 2.65"
diameter is still too far out of range and cannot be permitted.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
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.
From: [e-mail] [mailto:[e-mail]]
Sent: Tuesday, July 17, 2012 11:20 AM
To: Lewis,Linda
Cc: [e-mail]
Subject: We dropped off the revised drawings and forms (etc) for Flowers Development Project on Friday
Linda,
We dropped off the revised drawings and forms (etc) for Flowers Development Project on Friday.
Wanted to touch base to make sue you received the package and check on the status.
Thanks again for your help.
Please call if you need anything.
Thanks
Sue Sayger
252-349-5803

Lewis,Linda
From: Lewis,Linda
Sent: Tuesday, July 10, 2012 10:02 AM
To: Sayger, PE
Subject: Orifice Drawdown
I am sending you this message in preparation for our discussion. Georgette asked me to research the topic
and here's what I have come up with:
To preface our discussion, I need to remind you that the Division's goal, as required in the rules, is to use the
most conservative calculation methods. In addition, Section .1008 (e)(2) of the rules requires the discharge
rate of the orifice to be designed such that the pond draws down to permanent pool in 2-5 days "following the
design storm." This has been interpreted since the inception of the rules to mean that the rain has stopped,
and a full pond needs to be drained down in 2-5 days.
Having said all that, we understand and agree that in the real world, the drawdown orifice is engaged during
the storm event, however, since we want to follow the rules and be conservative, the Division does not give
credit for the volume discharged during the storm, nor have we ever calculated the drawdown time starting at
the beginning of the storm.
The HydroCAD program creates an inflow hydrograph for a selected storm event and then calculates a peak
inflow, a peak elevation and a peak outflow based on that storm event, the specified outlet device type(s) and
the invert elevation of the outlet device(s). This program is great for documenting the stage -storage volume
relationship provided in a BMP based on the surface areas and elevations. However, we believe that the use of
the inflow routing to prove that the pond draws down in 2-5 days is questionable.
I have the following questions regarding the program output:
1. The design storm at the top of the page says it's a Type II 24-hr Rainfall = 2.95", so I'm wondering if the
inflow and outflow values are calculated using 2.95" of rain vs. just 1.5".
2. The "drawdown" time starts at the beginning of the storm event.
3. You cannot add the 0.15 cfs weir flow to the orifice flow. Since we are only interested in orifice flow (a
max of 0.26 cfs for a 3" orifice) the output needs to be adjusted to remove the weir flow.
Both methods DWQ uses (Falling Head and Standard Orifice Equation) indicate that this 3" orifice under the
static conditions of a full pond and an average head of 0.4 feet, will draw down the pond in 29 hours after the
design storm rainfall stops.
The orifice drawdown equation that we use in our spreadsheets is simple and conservative, and is based on a
static condition in the pond, where the rain has stopped (i.e., following the design storm) and the pond level is
at the temporary storage elevation and must be brought back down to normal pool elevation.
Let's talk this afternoon when you've had a chance to think all this over.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
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.

.1uly 12, 2012
NC DENR
Division of Water Quality
Stormwater permit application review
Wilmington IZCglonal Office RFCD JUL 13
2012
127 Cardinal Drive Extension
Wilmington, NC 28405 ai },
Re: Stormwater Review l�
Project: blowers Development Corporation
Location: ,10 Friendly Road, Morehead City, Carteret County
As always we appreciate your assistance with the Flowers Corporation Development
project located on )10 Friendly Road, Morehead City, Carteret County.
Per our discussions, the revisions include reduction of drawdown orifice from 3" to 2.65"
and Iorebay volume calculations (18.4%) to include only storage below permanent pool.
Included are two sets of revised drawings and forms. Thank you again and we look for to
receiving a permit soon.
Sincerely,
Susan Sayger, 13
388 MCCOTTEHBLVU,-HAVELOCK, NC 28532
2 5 2- 4 44 - 5 7 0 5, 2 5 2- 3 4 9- 5 8 0 3
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BY:

Permit Number SW8120114
Central Files: APs SWP
07/02/12
Permit Tracking Slip
Program Category
Status Project Type
State SW
Returned New Project
Permit Type
Version . Permit Classification
State Stormwater
Individual
Primary Reviewer
Permit Contact Affiliation
christine.nelson
Coastal 5W Rule
Coastal Stormwater - 2008
Permitted Flow
Facilf
Facility Name Major/Minor Region
Flowers Developent Corporation Minor Wilmington
Location Address County
310 Friendly Rd Carteret
Morehead City NC 28557 facility Contact Affiliation
caner
Owner Name
Flowers Development Corporation Inc
Dates/Eve nts
Scheduled
Orlg Issue App Received Draft Initiated Issuance
01 /31 /12
Regulated Activities
Outfall NULL
Owner Type
Non -Government
Owner Affiliation
Richard C. Flowers
President
212 Bayview Blvd
Atlantic Beach
Public Notice Issue
Reauested/Received Events
NC 28512
Effective Expiration
Deed restriction requested
Deed restriction received
Additional information requested
02/28/12
Additional information received
04/09/12
Additional information requested
05/21/12
Additional information received
06/13/12
Waterbody Name Stream Index Number Current Class Subbasin

• - !
4
l _
f
rc i' .

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
July 2, 2012
Mr. Richard Flowers, President
Flowers Development Corporation
212 Bayview Blvd.
Atlantic Beach, NC 28512
Division of Water Quality
Charles Wakild, P. E.
Director
Subject: PROJECT RETURN
Stormwater Project No. SW8 120114
Flowers Development Corporation
Carteret County
Dear Mr. Flowers:
Dee Freeman
Secretary
A review of your Stormwater Management Permit Application indicates that as of this
date, the information requested on February 28 and May 21, 2012 have not been
completely addressed within the stipulated 60 day (total) response timeframe. Per the
requirements of Section .1009 (c) of the Stormwater Management Rules, this Office is
hereby returning the subject application as incomplete. The $505.00 application fee has
been forfeited and a new fee will need to be provided if you choose to resubmit this
application in the future. The following are examples of the outstanding items that
would need to be addressed for future reviews:
With the permanent pool elevation set at 16.5, the forebay volume can only be
considered up to an elevation of 16.5. The provided forebay.volume, 5,932 ft3
includes the volume above the permanent pool between elevations 16.5 and
17.05. Based on an elevation of 16.5, the forebay volume would be reduced to
4,118 cubic feet, which results in a forebay percent of the permanent pool
volume being less than the minimum required 18% (4,118132,854 * 100 =
12.5%). Please adjust the size of the forebay such that the permanent pool
portion is at least 18% of the permanent pool volume. Once the adjustment to
the forebay has been made, please ensure the BMP design still meets the other
requirements of a wet detention pond (volume, surface area, etc).
2. The provided hydrographs do not adequately demonstrate that the required
storage volume can draw down in 2 to 5 days. The hydrographs appear to route
selected storm events instead of the required storage volume. Typically the pond
drawdown is determined based on a static condition using the required storage
volume, head (17.85 — 16.5), and a selected orifice diameter. With the selected
orifice of 3" and considering the static conditions of the proposed pond, it
appears that the pond will drawdown faster than 2 days. An attachment has
been included demonstrating the two methods most often used to determine the
drawdown time of the pond. Please re -consider the drawdown time of the pond
based on static conditions and demonstrate that the required storage volume will
drawdown through the selected orifice within the required 2 to 5 days.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-ro23-6748
intemot: www.ncwaterquaiity.org
O
NorthCarolina
Naturally
An Equal Opportunity 1 Affirmative Action Employer

Richard Flowers
July 2, 2012
Stormwater Application No. SW$ 120114
An inspection of the property will be conducted in the near future. You are reminded that
any construction of impervious surfaces on the property prior to receipt of a permit will
constitute a violation of 15A NCAC 2H.1000 and may result in the assessment of civil
penalties. By copy of this letter to the local Building Inspector, this Office is requesting
that they consider withholding the building permits and Certificates of Occupancy for
this project pending issuance of a Stormwater Management Permit.
If you have any questions concerning this matter, please contact Christine Nelson or me
at [phone].
Since ely,
Georgette Scott
Stormwater Supervisor
Division of Water Quality
GDS/can: S:IWQS1StormWateAPermits & Projects120121120114 HD1120114 06 return_project 120114
cc: Sue Sayger, KSMJ Engineering
Town of Morehead City Inspections
Wilmington Regional Office
Page 2 of 4

Richard Flowers
01 July 2, 2012
Stormwater Application No. SW8 120114
Drawdown Example
Volume to drawdown= 14259 cubic feet
Q = Ca(2gh)^.5
Orifice diameter, inches = 3 linches
Orifice Area, a = 0.0491 square feet
Permanent Pool Elevation= 16.5000
Centerline Orifice 66.625
Temporary Pool Elevation=1 17.85
There are 1800 seconds in 1/2 hour
Ending Volume= 0
g (ft/sec/sec)= 32.2
h= head to centerline of
C= 0.6
Option 1: (from Section 3.5.2 of the NC BMP manual)
To determine Q:
h (for Q eq above) _ (TPE-centerline of oriface (or PPE)J/3 = 0.408333333
Q = 0.151 cfs
Time = req vol / Q / 86800
Time = 1.09 days
Option 2: (using routing)
End of
Stage
Q
Volume discharged
Remaining Volume
hour
elev.
cfs
cubic feet
cubic feet
0
17.85
0
0
14259
0.5
17.81
0.2616
471
13788
1
17.77
0.2572
463
13325
1.5
17.73
0.2529
455
12870
2
17.69
0.2485
447
12423
2.5
17.65
0.2442
440
11983
3
17.62
0.2398
432
11551
3.5
17.68
0.2355
424
11128
4
17.55
0.2311
416
10712
4.5
17.51
0.2267
408
10303
5
17.48
0.2224
400
9903
5.5
17.44
0.2180
392
9511
6
17.41
0.2136
385
9126
6.5
17.38
0.2093
377
8750
7
17.34
0.2049
369
8381
7.5
17.31
0.2006
361
8020
8
17.28
0.1962
353
7667
8.5
17.25
0.1918
345
7321
9
17.22
0.1874
337
6984
9.5
17.20
0.1831
330
6654
10
17.17
0.1787
322
6333
10.5
17.14
0.1743
314
6019
11
17.12
0.1700
306
5713
11.5
17.09
0.1656
298
5415
12
17.07
0.1612
290
5125
12.5
17.04
0.1568
282
4842
Page 3 of 4

'Richard Flowers
July 2, 2012
Stormwater Application No. SW8 120114
13
17.02
0.1524
274
4568
13.5
16.99
0.1481
267
4301
14
16.97
0.1437
259
4043
14.5
16.95
0.1393
251
3792
15
16.93
0.1349
243
3549
15.5
16.91
0.1305
235
3314
16
16.89
0.1261
227
3087
16.5
16.87
0.1217
219
2868
17
16.85
0.1173
211
2657
17.5
16.84
0.1129
203
2454
18
16.82
.0.1085
195
2258
18.5
16.80
0.1041
187
2071
19
16.79
0.0997
179
1892
19.5
16.77
0.0953
172
1720
20
16.76
0.0909
164
1557
20.5
16.75
0.0864
156
1401
21
16.73
0.0820
148
1253
21.5
16.72
0.0776
140
1114
22
16.71
0.0731
132
982
22.5
16.70
0.0687
124
859
23
16.69
0.0642
116
743
23.5
16.68
0.0597
107
636
24
16.67
0.0552
99
536
24.5
16.66
0.0507
91
445
25
16.66
0.0462
83
362
25.5
16.65
0.0417
75
287
26
16.64
0.0371
67
220
26.5
16.64
0.0325
58
161
27
16.63
0.0278
50
111
27.5
16.63
0.0231
42
70
28
16.63
0.0183
33
37
28.5
16.63
0.0133
24
13
29
16.62
0.0079
14
-1
Page 4 of 4

and Perm tbn
.._.._.._..P,annjne_ s..........
June 2012
NC DENR
Division of Water Quality
Stormwater permit application review
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Stormwater Review
REC'D N 13 2012
Project: Flowers Development Corporation
Location: 310 Friendly Road, Morehead City, Carteret County
Enclosed is the revised stormwater permit package for Flowers Corporation Development
located on 310 Friendly Road, Morehead City, Carteret County.
We raised the permanent pool per your direction and guidance from our Registered Soils
Scientist, Haywood Pittman. Included are revised drawings, calculations, narrative,
routings, wet detention basin supplement, and O&M agreement.
Per your letter, Option 2 was used to calculate average depth (See spreadsheet
calculations), forebay volume increased to provide sediment storage, permanent pool
raised to adjusted seasonal high water, and O and M agreement revised.
If you need any additional info, please call.
Sincerely,
cw' wa ' c ff'uYf/l' `L• (we
Susan Sayger, PE
ECEIOiEM
JUN 13 2012
BY:
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PoWA
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
May 21, 2012
Mr. Richard Flowers, President
Flowers Development Corporation
212 Bayview Blvd.
Atlantic Beach, NC 28512
Division of Water Quality
Charles Wakild, P. E.
Director
Subject: Request for Additional Information
Stormwater Project No. SW8 120114
Flowers Development Corporation
Carteret County
Dear Mr. Flowers:
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for Flowers Development Corporation on January 31, 2012 with additional
information received on April 9, 2012. 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:
1. Seasonal High Water Table: Due to the concern with the seasonal high water table
determination for this project, the Division asked their soil scientist, Vincent Lewis, to
evaluate the seasonal high water table in the location of the wet detention pond. Mr.
Lewis visited the site on April 8, 2012 and determined the seasonal high water table to
be less than 12 inches from the surface based on the soil characterization in the vicinity
of the proposed pond. Additionally, he found saturated sand at a depth of 12 inches.
Based on Mr. Lewis's site visit, it appears that the proposed permanent pool elevation
will be more than 6" below the seasonal water table. In this case, additional calculations
and analysis are required per Section 10.3.2 of the NC BMP manual. Please evaluate
the pond based on this section of the manual, specifically Item 2 on page 10-9, in order
to demonstrate the pond will function as intended.
2. Please detail how an average depth of 4.5 was determined. The wet detention pond
supplement indicates that Option 2 was selected to determine the average depth. Using
the equation provided in the NC BMP manual for Option 2, and the surface areas,
elevations, and depths reported on the supplement, the calculated average depth is 4.17
ft, which is rounded down to 4.0 ft as follows:
10.25 x (1 + 9206)] + [(7312 2 2413) x Qb3lb2)]
= 4.17 ft
3. The provided forebay volume, 5,535 ft3, appears to include the volume between
elevations 11.25 and 15.56.
a. Please begin the forebay volume calculation at 12.25. The sediment accumulation
depth is not part of the provided volume..
b. With a forebay berm weir provided at the permanent pool elevation, 15.0 , the
forebay volume can only be considered between elevations 12.25 and 15. If you
wish to consider the forebay volume up to an elevation of 15.56, please remove the
provided weir, revise the permanent pool elevation to 15.56 and revise the temporary
pool elevation as needed to provide a minimum of 14,259 cubic feet of storage
volume above the new permanent pool elevation.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 2a405 One
Phone: [phone] FAX: [phone] DEN Assistance: "77-623-6748 NorthCarolina
Internet: www.ncwaterquality.org Naturally
An Equaf Opportunity 1 Affirmative Acton Employer

Richard Flowers
May 21, 2012
Stormwater Application No. SW8 120114
4. The inflow hydrograph from HydroCAD has been presented in support of the pond's
drawdown time. This hydrograph appears to reflect the inflow to the pond, not the
outflow. HydroCAD also provides a Stage -Discharge function, which can be used to
demonstrate that the required storage volume, based on the 115" storm event, is drawn
down time through the orifice,within the required 2-5 day timeframe. The Stage -
Discharge function must start at the temporary pool elevation under full head and end at
the permanent pool elevation under no head. Another option for demonstrating the
average drawdown time for the required storage volume through the selected orifice
would be to use the standard orifice equation available in Chapter 3 of the NC i3MP
manual, where the average head, h, is calculated as H13.
5. On page 3 of the wet detention pond operation & maintenance agreement (O&M),
please revise the elevations reported in the text area prior to the basin diagram to reflect
actual depths. For instance, for the main pond the depth would be 6.1 ft.
6. Please remember that a change to one number may have a domino effect on other
numbers. Please check all plans, calculations and forms for consistency 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 June 11, 2012, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a 'construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. If you have any
questions concerning this matter please feel free to call me at [phone] or email me at
[e-mail].
Sincerely,
Christine Nelson
Environmental Engineer
GDSlcan: S:1WQS1Stormwater\Permits & Projects120121120114 HD12012 05 addinfo 120114
cc: Sue Sayger, KSMJ Engineering
Christine Nelson
Wilmington Regional Office Stormwater File
Page 2 of 2

PXd?e'#,f ENGINEERING
388 MCCOTTER BLVD, FIAVELOCK,NC 28532
252-349-5803, 252-444-5765
March 31, 2012
Ms. Kelly Johnson
North Carolina Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Flowers Development Corporation
Kelly,
We received your comments regarding Flowers Development Corporation Carteret County, North
Carolina and have addressed each as follows:
COMMENT 1: Soils Report
a. The soils report identifies that the groundwater table was encountered at an elevation
of 15.1. Please not that the groundwater table is not the same thing as the SHWT.
Please provide the elevation of the SWHT in the vicinity of the proposed pond.
b. Soils reports are typically prepared by soil scientists or geotechnical engineer. Please
either provide qualifications or report from soils scientists.
RESPONSE 1:
a. The soils report (third paragraph) identifies the SHWT near the pond as elevation 15.1. There
was a typographical error in the soils report (last line) which referred to groundwater instead of
seasonal high water table. Revised soils report attached
b. Sue Sayger's qualification include 25 years of construction and field engineering, including
multiple SHWT determinations submitted to DENR DWQ regional offices, Professional
Engineering license, and Masters and Bachelors of Civil Engineering (including geotechnical
course work). Qualifications are in keeping with regulatory requirements.
COMMENT 2: Please delineate the wet detention pond drainage area on plans.
RESPONSE 2: Delineation was provided with submission, see SW-1.
COMMENT 3: Please detail how an average depth of 4.5 was determined. The wet pond
supplement indicates the option I was selected to determine the average depth. Using the
provided permanent pool volume and surface area, the average depth according to option
should be 3.3 ft, or 3.5 ft once rounded.
RESPONSE 3: Option 2 used to calculate average depth of 4.5, revised wet detention supplement
attached.
COMMENT 4: It appears that the perm.pool volume, ave depth and associated calculations
include 1 foot sediment accumulation depth. The depth of the permanent pool is considered to be
difference between the permanent pool el. and top el. of sed.storage and does not include 1 foot
sediment accumulation depth. Please revise the calculations and supplement and other
documentation to consider just permanent pool. For instance, since forebay is 1 foot deep, the
forebay is entirely sed.storage. It is required forebay contain approximately 20% of permanent
pool.
RESPONSE 4: One foot of sediment storage was added to pond (8.9 to 7.9). Forebay revised to
include approximately 20% of volume of permanent pool.
EEIVE
X&MI.enalneeringagmailzom
388 MC COTTER BLVO HAVELOCK NC_ 28532 APR 09 2012
252-444-5765,252-349-5803 K U
BY:

t
COMMENT 5: The sediment cleanout removal el. is reported inconsistently.
RESPONSE 5: The sediment cleanout removal elevation in main pool is 8.9 and 12.25 in
forebay. All documentation reflects such.
COMMENT 6: Please do not round SADA ration to the tenth decimal place. This will reduce
rounding errors.
RESPONSE 6: SADA ratio was revised to 5.43. The required permanent pool area was
increased from 9150 sgft to 9201 sgft.
COMMENT 7: On the wet detention pond supplement and in the calculations, the temporary
pool elevation is identified at an elevation of 17.35; however the next available outlet appears to
be set at an elevation of 16.35. Since the temporary pool elevation is considered to be set at the
next available outlet above perm.pool. Please list the temporary pool as next available outlet.
RESPONSE 7: Temporary pool elevation is 16.35. All provided documentation reflects such.
COMMENT 8: The drawdown rate for the temporary pool should be based on the design storm
and required storage, not actual storage volume. With the current orifice of 3", the required
storage will draw down in less than two days. Please revise the orifice and calculations
demonstrating draw down for required minimum storage is between 2 and 5 days.
RESPONSE 8: Routing for required minimum storage provided and draw dowry is 53 hours, 2.2
days.
COMMENT 9: Please provide Section 111, required item checklist.
RESPONSE 9: Checklist provided
COMMENT 10: Please ensure the elevations and depths on page 3 the wet pond O&M are
consistent.
RESPONSE 10: Elevations and depths were checked and are consistent.
COMMENT 11: Please provide additional grading details.
RESPONSE 11: Spot shots have been added. Grading to pond was also scripted in note form.
COMMENT 12: The plans indicate pond discharges to property owned by Best Ventures LLC.
RESPONSE 12: The plan has been revised to discharge to existing ditch in right of way in front
of property along Friendly Road.
COMMENT 13: On plan sheet SW-2 identify sediment removal elevation
RESPONSE 13: Elevation added
COMMENT 14. If top of forebay weir is set at an elevation of 17 ft, demonstrate how forebay
return to permanent pool.
RESPONSE 14: Top offorebay was lowered to 15.7. A 5 foot long weir was added along the top
of the forebay at 15.0. Runoff will store and settle behind the forebay weir until it reaches
permanent pool level of 15.0.
COMMENT 15: Increase number of plants in planting schedule.
RESPONSE 15: Number of plants in planting schedule increased.
We feel this answers your concerns. Please call if you require any additional inf�.
APR 0 9 2012
KsMi ea�ineerin��mall com BY:
388 MCCOTTER�RL1fO,_HAVELOCK, NC 28532
2 5 2 - 4 4 4 - 5 7 6 5 , 2 5 2 - 3 4 9 - 5 8 0 3

p�annin��„ Qesin„and„permitting
March 31, 2012
NC DENR
Division of Water Quality
Stormwater permit application review
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Stormwater Review
Project: Flowers Development Corporation
Location: 310 Friendly Road, Morehead City, Carteret County
Enclosed is the revised stormwater permit package for Flowers Corporation Development
located on 310 Friendly Road, Morehead City, Carteret County.
For ease of review, an entire package is provided, including stormwater narrative,
vicinity map, DWQ stream classification, stormwater application, wet detention basin
supplement, O&M agreement, High density deed restriction, SHWT report, deed, articles
of corporation, two plan sets, and comment response letter. Please note, you have the
original of several of the above. Forms which are resubmissions have a DWQ "received"
stamp. All changes in forms are highlighted in yellow. if you need any additional info,
please call.
Sincerely,
C�u I kuII (?-,Plrr/r/et-. ( (f
Susan Sayger, PE
APR 092012
BY:—
388 MCCOTTER BLVO, HAVELOCK, KC 28532
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Nelson, Christine
From: Lewis, Vincent
Sent: Wednesday, April 04, 2012 9:02 AM
To: Nelson, Christine
Subject: Flowers Development Corporation, 310 Friendly Road, Morehead City, North Carolina
Christine,
On April 3, 2012 a soils investigation was done at 310 Friendly Road, Morehead City, to determine the seasonal high
water table. The water table was less than 12 inches based on soil characterization_ Saturated sand was at 12 inches.
Vincent Lewis
License # 1118

Nelson, Christine
From: Nelson, Christine
Sent: Tuesday, March 27, 2012 4:59 PM
To: 'Susan Sayger'
Subject: RE: re: your voice mail with questions on the Flowers Development SW permit app
Sue,
I think it would be more effective if you could provide me with a convenient time for you tomorrow, 3/28, to go over
your questions. I will be in the office all day tomorrow and will be available after 9:30 am.
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Nelson, Christine
Sent: Monday, March 26, 2012 4:00 PM
To: 'Susan Sayger'
Subject: re: your voice mail with questions on the Flowers Development SW permit app
Sue,
I tried returning your voice mail from this afternoon but wanted to follow up with an e-mail just in case. I also wanted to
let you know that I will most likely be out in the field tomorrow but you may be able to catch me before I leave (around
9 am). Otherwise, I will be in the office all day on Weds. If you have specific questions that could be handled via e-
mail, please feel free to pass them along and I will respond as quickly as I can.
Thanks,
Christine
Christine Nelson
Environmental Engineer
State Stormwater Program
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone: [phone]
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.

.... P \CLDE R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
February 28, 2012
Mr. Richard Flowers, President
Flowers Development Corporation
212 Bayview Blvd.
Atlantic Beach, NC 28512
Subject: Request for Additional Information
Stormwater Project No. SW8 120114
Flowers Development Corporation
Carteret County
Dear Mr. Flowers:
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for Flowers Development Corporation on January 31, 2012. 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:
Soils Report:
a. The soils report identifies that the groundwater table was encountered at an
elevation of 15.1. Please note that the groundwater table is not the same thing as
the seasonal high water table (SHWT). Please provide the elevation of the SHWT in
the vicinity of the proposed pond.
b. Soils reports are typically prepared by soil scientists or geotechnical engineer.
Please either provide the soil classification qualifications of the engineer, Sue
Sayger, who prepared the provided soil report or provide a soils report from a
licensed soil scientist.
2. Please delineate the wet detention pond drainage area on the plans.
3. Please detail how an average depth of 4.5 was determined. The wet detention pond
supplement indicates that option 1 was selected to determine the average depth. Using
the provided permanent pool volume and surface area, the average depth according to
option 1 should be 3.3 ft, or 3.5 ft once rounded.
4. It.appears that the permanent pool volume, average depth, and associated calculations
include the 1-foot sediment accumulation depth. The depth of the permanent pool is
considered to be difference between the permanent pool elevation and the top elevation
of the sediment storage and does not include the minimum 1-foot sediment
accumulation depth (refer to Figure 10-2b and Section 10.3.4 of the NC BMP manual).
Please revise the calculations, supplement, and other documentation to consider just the
permanent pool above the sediment accumulation depth in the pond calculations. For
instance, since the forebay is only 1 ft deep, the forebay would comprise entirely of the
sediment storage and would not contribute any volume toward the permanent pool
volume. It is required that the forebay contain approximately 20% of the permanent pool
volume.
Wilmington Regional Office
127 Cardinal prive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone]ENR Assistance: 1-877-623-6748
Internet: www.ncwaterquality.org
NorthCarolina
An Equal Opportunity Y Affirmative Action Employer

Richard Flowers
February 28, 2012
Stormwater Application No. SW8 120114
5. The sediment clean out/rem ova I elevation (bottom of the permanent pool) is reported
inconsistently in the application documents. For instance, the wet detention pond
supplement identifies this elevation as 12.0 while the Operation & Maintenance
Agreement (O&M) lists it as 9.9. Please present the information accurately and
consistently throughout the documents.
6. Please do not round the SA/DA ratio to the tenth decimal place, instead this ratio should
be rounded to the hundredth decimal placer This will help to reduce rounding errors, --
which may result in deficiencies.
7. On the wet detention pond supplement and in the calculations, the temporary pool
elevation is identified at an elevation of 17.43 ft; however the next available outlet
appears to be set at an elevation of 16.3. Since the temporary pool elevation is
considered to be set at the next available outlet above the permanent pool, please list
the temporary pool as the next available outlet and ensure that the information is
consistent and accurate.
8. The drawdown rate for the temporary pool should be based on the design storm and
required storage volume, not the actual storage volume. With the current orifice size of
3", the required storage volume will drawdown in less than two days. Please resize the
orifice and provide calculations demonstrating that the drawdown rate for the required
minimum storage volume is between 2 and 5 days.
9. Please provide Section III of the wet detention pond supplement, the Required Items
Checklist.
10. Please ensure the elevations and depths listed on page 3 the wet pond O&M are
consistent. For instance, the current pond design calls for the sediment removal
elevation in the forebay to be 15 ft while the permanent pool elevation is 15 ft. In this
scenario, the depth in the forebay is 0.0 ft. (please refer to item 3 of this letter for the
issues surrounding the forebay design)
11. Please provide additional grading detail, especially along the edges of the property, to
help demonstrate that the runoff from the impervious areas will be directed to the
stormwater collection system and that no offsite area enters the pond drainage area.
12. The plans indicate that the pond discharge will be directed onto the property owned by
Best Ventures LLC. Please demonstrate that there is an existing natural drainage
channel that is on this property and either provide a letter from that property owner
agreeing to the proposed discharge of water or demonstrate that there is a drainage
easement for this discharge.
13. On plan sheet SW-2, please identify the sediment removal elevations of the pond.
14. If the top of the forebay weir is set at an elevation of 17 ft, please demonstrate how the
forebay will return to a permanent pool elevation of 15 ft. One option is to propose a
weir set at or just below the permanent pool elevation. Ideally this weir would be located
to maximize the flow path.
15. Please increase the quantity of plants listed in the planting schedule. Section 10.3.7 of
the NC BMP Manual requires a minimum of 50 plants per 200 sf of shelf area.
16. 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.
Page 2 of 3

Richard Flowers
February 28, 2012
Stormwater_Application No. SW8.120114
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 March 28, 2012, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
Sincerely,
Christine Nelson
Environmental Engineer
GDSlcan: S:IWQS1StormwaterlPermits & Projects120121120114 HD12012 02 addinfo 120114
cc: Sue Sayger, KSMJ Engineering
Christine Nelson
Wilmington Regional Office Stormwater File
Page 3 of 3

Completeness Review Checklist
Project Name: } vrJ Received Date: �]+�j41i�y�► a
Project Location: Accepted Date: t�
Rule(s) a008 Coastal El1995 Coastal Phase II (WiRO) El Universal �1988 Coastal
Type of Permi Newlor Mod_ or PR Existing Permit # (Mod or PR): PE Cert on File?
Density: HD or LD Type: Commercial or Residential ElNCG:
%: `,2S Fl(% OK?) Stream Class: El SA Map ElOffsite to SW8
Subdivided?: Subdivision or Single Lot I 1 IORW Map r lExempt
Paperwork Emailed Engineer on:
0sopplement(s) (1 original per BMP) BMP Type(s): gpJp?0N1p _
_ - &M with correct/original signatures (I original per BMP except LS/VFS and swales)
Application with correct/original signatures
ab rp or LLC: Sig. Auth. per SoS or letter No a to Reviewer:
F71'$505 (within b'mo) �jtn tuRru lac s�6 E i ��� lrt)
L=1
Soils Report with SHWT
Cal lations (signed/seoled)V��V���
No obvious errors
Density includes common areas, etc
Deed Restrictions, if subdivided:
igned &Notarized ou
Correct Template Comm Res & HD LD or Dec. Covenants & Rest.
Plans
F,7,-Vsets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands: Delineated or ' No Wetlands
Vicinity Map Layout (proposed BUA dimensions)
Legend F IDA Maps El Project Boundaries
Infiltration
Wet Pond
Off site
Soils Report
El Soils Report
FIPE Cert for Master Lot #:
SHWT:
SHWT:
El Deed Rest for Master Lot # Matches Master
Bottom:
Visited:
PP:
BUA Permitted (Master): sf
BUA Proposed (Offsite): sf
Additional Information:
Permitted Proposed: Proposed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

t OE W A rF9
6 pG
Date:
s Project Name:IGGrI�rSr/,
Project No:JGi1 /�G'//� County.
The Wilmington Regional Office of the Division of Water Quality received
your Storm.water.;Permi# Application & $505 fee on /-,3V
Yaur project will be reviewed within 75 days of receipt & you will =be notified '
if additional information is`needed. Please be advised that the construction
of built -upon area may not commence: until the Storrnwater Permit is issued.'.
If you have any questions, please contact any member -of the.Stormwater
i AivieWstaff in the Wilmington Regional Off_ ice at [phone]..
Jo Casmer
.Adrniiiiitrative Assistant ' : --

QK94 x�
ling
January 24, 2012
December 20, 2011
NC DENR
Division of Water Quality
Stormwater permit application review
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Stormwater Review
Project: Flowers Corporation Development
Location: 310 Friendly Road, Morehead City, Carteret County
Enclosed is the revised stormwater permit package for flowers Corporation Development
located on 310 Friendly Road, Morehead City, Carteret County. As explained in the
attached,the total area for the project is 3.9-acre, including 117,333 sq feet of total built
upon area and is being submitted as high density.
Included are the stormwater narrative, vicinity map, DWQ stream classification,
stormwater application, wet detention basin supplement, O&M agreement, High density
deed restriction, SHWT report, deed, articles of corporation, two plan sets, and check. If
you need any additional info, please call.
Sincerely,
-61f,63ai11 v PL,
Susan Sayger, PE
RECEIVED
JAN 31 2012
BY:
388 MCCOTTER BLVO, HAVELOCK, K9 28532
252-444-5765,252-349252-444-5765,252-34-5803���������
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NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakiid, P. E. Dee Freeman
Governor Director Secretary
January 4, 2012
Mr. Richard Flowers, President
Flowers Development Corporation
212 Bayview Blvd.
Atlantic Beach, NC 28512
Subject: APPLICATION RETURN
Flowers Development Corporation
Carteret County
Dear Mr. Flowers:
On December 28, 2011, the Division received an incomplete State Stormwater Management
Application for the project listed above. The application and check number 4925, in the amount
of $505,00 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. 85% Pond: Please provide a level spreader and`Vegetated filter strip for the 85% TSS
removal pond, or redesign the pond to remove 900/o T)SS in which case a LSNFS is not
required.
2. Impervious Area: Please clarify in your resubmittal whether or not the existing
impervious area shown on the plan is included in the total treated BUA. The application
shows a zero for "existing" BUA. All impervious area must be treated unless
documentation is provided that the BUA.was built prior to 1988 and that BUA is not
inside a drainage area of a BMP. I/
3. Soils Report: Please provide a soils boring report showing a map of the boring location,
the existing grade at the boring location, the depth to the SHWT, and the resulting
SHWT elevation in order to show that the permanent pool is at the appropriate elevation.
4. Applicant: It appears that you intend to apply for this permit as a corporation,: • If that is
the case, please list the corporation in Section III, 1(a). ✓
5. Other: Please review the design checklist available on our website,
httpWportal.ncdenr.org/web/wq/ws/su/statesw/forrns does, for a general list of items to
include in the application and plans.
Wilmington Regicnal Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquaiity org
Dllz
An Equal Opportunity t Affirmative Action Employer North Carof i n a
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NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
January 4, 2012
Mr. Richard Flowers, President
Flowers Development Corporation
212 Bayview Blvd.
Atlantic Beach, NC 28512
Division of Water Quality
Charles Wakild, P. E.
Director
Subject: APPLICATION RETURN
Flowers Development Corporation
Carteret County
Dear Mr. Flowers:
Dee Freeman
Secretary
On December 28, 2011, the Division received an incomplete State Stormwater Management
Application for the project listed above. The application and check number 4925, in the amount
of $505.00 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:
85% Pond: Please provide a level spreader and vegetated filter strip for the 85% TSS
removal pond, or redesign the pond to remove 90% TSS in which case a LSNFS is not
required.
2. Impervious Area: Please clarify in your resubmittal whether or not the existing
impervious area shown on the plan is included in the total treated BUA. The application
shows a zero for "existing" BUA. All impervious area must be treated unless
documentation is provided that the BUA was built prior to 1988 and that BUA is not
inside a drainage area of a BMP.
3. Soils Report: Please provide a soils boring report showing a map of the boring location,
the existing grade at the boring location, the depth to the SHWT, and the resulting
SHWT elevation in order to show that the permanent pool is at the appropriate elevation.
4. Applicant: It appears that you intend to apply for this permit as a corporation. If that is
the case, please list the corporation in Section III, 1(a).
5. Other: Please review the design checklist available on our website,
httpa/portal.ncdenr,org/web/wg/ws/su/statesw/forms dots, for a general list of items to
include in the application and plans.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28406
Phone: [phone] FAX: [phone] Customer Semite: 1-877-623-6748
Internet: www.ncwaterquality.org
Dile
NofthCarolina
Natlll'ally
An Equal Opportunity 1 Affirmative Action Employer

Flowers Development Corporation
January 4, 2012
Page 2 of 2
Please visit DWQ's website at http://h2o.enr.s_t_ate.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 (910) 796-
7331 or email me at [e-mail].
Sin erely,
K ohnson
Environmental Engineer
GDSlkpj: S;1WQS1StormWater\Permits & Projects\Application Returns12012 01 Flowers Development
cc: Susan Sayger, PE, KSM.7 Engineering
Wilmington Regional Office File

Johnson, Kell
From: Patterson, Robert
Sent: Tuesday, January 03, 2012 12:12 PM
To: Johnson, Kelly; Lewis,Linda; Vinson, Scott; Dumpor, Samir
Subject: RE: SA question
In reading the language in Section 2.(b)(2), it sounds like this project is not subject to the SA requirements. It says Y2 mile
of and draining to those waters classified as SA ... or Yz mile of SA and draining to a UT to SA waters...
I think since it carries it's own classification that's not SA, the project is not subject to the SA requirements.
Robert D. Patterson, PE
£:nvivonment al Engineer
NCDENR I DWQ I Stormwater Permitting
H'A7 Mail Service Center, Raleigli, NC 27699-1617 Ma.il 1 512 N. Salisbury Si, Raleigh, NC 27604 1 9a} Floor 1A)(', t.iotr "i. PMCcls
[phone] 11kwne 1 [phone] F n,,; I Robert-Tatterson(rncdenngov 1 [mail I http://portal.ncdennory_/weblwq/ws/su Weirsitc;
r,A Betbre printing this quail. ple,;sc consider your budget and the environweitt.
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 unless the content is
exempt by statute or other regulation.
From: Johnson, Kelly
Sent: Tuesday, January 03, 2012 11:40 AM
To: Patterson, Robert; Lewis,Linda; Vinson, Scott; Dumpor, Samir
Subject: SA question
All,
I have an SA rule interpretation question. I have a project that has been submitted that looks like it is physically located
within a half mile of SA waters, and drains to that SA water but first goes through a named stream classified as SB# (in
the White Oak basin the # is just for sewage). Two years ago we made the call (below) that if the project ultimately
drained to an SA stream then the project is subject to SA. But, in the example 2 years ago the project drained first to an
unnamed stream (Jones Pembroke Lake in Landfall) and then to SA. Does it matter that this project will first drain to a
named stream? From our standard diagram I don't think that there is a difference in how we apply the named or
unnamed original receiving stream if the project ultimately drains to an SA receiving water. Right? I drew the attached
quick maps.
Also, the project is on Friendly Rd and it first drains to Peltier Creek, and then to SA. "As the Crow Flies" the project is
within a half mile. On the ground it is over a half mile. Does that matter?
Thanks,
KJ
From: Patterson, Robert
Sent: Thursday, January 14, 2010 10:32 AM
To: Lewis,Linda; Bennett, Bradley; Vinson, Scott; Dumpor, Samir; Johnson, Kelly
Subject: RE: Yonkers Lot and ORW
It doesn't have to drain directly to SA. If it is within Yz mi. of SA, and drains ultimately to that SA, then I thought the SA
requirements applied.
Robert D. Patterson, PE
Environmental Engineer

NCDENR I DWQ I Stormwater Permitting
1617 Mail Service Center, Raleigh, NC 27699-1.6.17 (m� i.i)
512 N. Salisbury St, Raleigh, NC 27604 (Lc)(:�ttion &-, Parcels)
[phone] Phone [phone] Pam
Email: robert.pattersonrpncdenngov
Websi(e: httn://h2o.enr.state.nc.us/su/stormwater.html
` Before printing this email, please consider sour bucket and the enviruninent.
II'st;u ntust print. }Tease print onls what you need and sac ink with the free Eco-l=ont.
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.
From: Lewis,Linda
Sent. Tuesday, January 12, 2010 11:45 AM
To: Sennett, Bradley; Patterson, Robert; Vinson, Scott; Dumpor, Samir; Johnson, Kelly
Subject: Yonkers Lot and ORW
U1
This a different question than before. A lot is backed up to an ORW, but the assigned classification is SA
ORW. It is that dammed up portion of Howe Creek called Pembroke Jones Lake. The dam's been there since
1970, but our EMC maps show the Lake as ORW. I think we've established that the Lake is NOT SA because
of the dam, and it is freshwater, so the requirements of the Limited Residential would not apply? The lot is
within '/ mile of SA, but doesn't drain directly to SA.
Linda
Please note my new email address is Linda.Lewisencdenr.gov
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
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.

ti
CO-479(39)
10-28-08
ILSOS
D.- 029.9 85 2
Business Corporation North Carolina Anne
Date Files: 5r11/2009,5:39:00 PM
Elainv F. Marshall
This report may be tiled online at the Secretary of State website: www.sasnc.col
North Carolina SecretaMr of Stale
CA200928600685
Name of Business Corporation: F LOWERS DEVELOPMENT CORPORAT FON
Fiscal Year Ending: 12-31-06 State otIncorporation: NORTH CAROLINA
Month / Day r Year
Secretary of State 10 Number: 0295852
0 I hereby certify that the information requested below {required by NCGS 55-16-22) has not changed since the most recently filed annual report and is
therefore Complete -
Nature of Business:
Registered Agent:
Registered Office Mailing Address:
County: City: State: ZIP Code:
Registered Office Street Address:
County: City: State: ZIP Code:
Signature of Now Registered Agent:
(Signature constitutes consent to the appointment)
Principal Office Telephone Number:
Principal Office Mailing Address:
Principal Office Street Address:
City: State: ZIP Code:
City: State: ZIP Code:
Name Title and Business Address of Principal Officers:
Name: Title:
i
Address.
City: State: ZIP:
Name: Title:
Address:
City: State: ZIP:
Name: Title:
Address:
City: State: ZIP:
CerlificatLaffrIol annual report (Must be Com leted by all Business Corporations).
p zt c
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S:gnawre (Form roust tie sign eU oy ao officer of Corporation)
BG9511 l ;-z1.Oe iyoe cr Print Name
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Title

SOSI
FD;itcD-. 029il3-52
Filed:.1/121201(! 9:04:00 AiM
CD 479 (391 ti Business Corporation North Carolina Annu Flaine F. Marshall
10-28-08 North Carolina Secretary' of State
This report may be filed online at the Secretary of State websi;e: www.sosnc.com CA20I f1121flZS 1 a
Name of Business Corporation. FLOWERS DEVELOPMENT CORPORATION
Fiscal Year Ending: 12 — 31— 09 State of Incorporation: NORTH CAROLINA
Month !Clay ! Year
Secretary of State 1D Number. 0295852
® I hereby certify that the information requested below (required by NCGS 55-16.22) has not Changed since the most recently tiled annual report and is
therefore complete.
Nature of Bus i ,ess:
Registered Agent
Registered Office Mailing Address:
County: City. State: ZIP Code:
Registered Office Street Address:
County: City: State: ZIP Code:
Signature of New Registered Agent
(Signature Constitutes consent to the appointment)
Principal Office Telephone Number.
Principa! 011lice Mailing Address:
Principal Office Street Address:
City: State: ZIP Cade:
City: State: ZIP Code:
Name Title and Business Address of Principal Officers:
Name: Title:
Address:
CitT State: ZIP:
Name: Title:
Address:
Ci . State: ZIP:
Name: Title:
Address:
Ci : Stage: ZIP:
report (Must he cOmpJAty $ll Business Corporations).
/I �,/jn J/�} �rj/J/1'#,/ i ®1 / ' l y '�
L` t ' Signature (Form must be siVmz7 by an oflicer'ol corporation) Date
_ n ca".�-d C F4LP�
968` 11 09-16-00 Type or Pnnt Name Ttlle

1''�P\'*C'Mo1'r'V
pleteness Review Checklist
Project Name:Received Date: �13 l C
Project Location: I%,TO-kAn-,,X / Om -V-por-r Accepted Date:
Rule(s) 02008 Coastal 1995 Coastal 0Phase II (WiRO) El Universal El1988 Coastal
Type of Permit: New or Mod or PR Existing Permit # (Mod or PR): nPE Cert on File?
Density:
%: (gS IT/o 00)
Subdivided?: Subdivisi
Type: Commercial or Residential
Stream Class: 61 0SA Map
Sinele Lot
aNCG:
Offsite to SWS
ORW Map I I IExem
Paperwork
F—lSupplement(s) (1 original per BMP)
BMP Type(s):
[TO &M with correct/original signatures f1 original per BMP except LS/VFS and swales)
pplication with corre I signatures
_ �Q(�C�'
arp or LLC:�uther5 or
(ji!,A
letter Note to Reviewer:
FX505 (within 6mo)
- (PQucilnTt oN TOOfY) 5hmcfl ���. (Ke�beVroN
ElSoils Report with SHWT
5 �w5�r � 5hcvu\A 00 PlCV0,5
D<`-Iculations (signed/sealed)
lnc�udodr 3335f' }Of -al ? (*tt ire tS
�No obvious errors
0. �D Ttn � r571 N E Oi\ Q 11CF1T t��
,
t
Density includes common areas, etc
- CCt�rfl�Yr u n1 05 �� �t + � N ht � oA�
-
0
7���C
0�ed Restrictions, if subdivided:
PL4,r\
Signed & Notarized
Correct Template (Comm/Res & HD/LD)
or Dec. Covenants & Rest.
Plans
L_I2 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 El Project Boundaries
Infiltration Wet Pond Offsite
Soils Report ❑Soils Report F-1PE Cert for Master Lot #:
SHWT: SHWT: Deed Rest for Master Lot # Matches Master
Bottom: PP: BUA Permitted (Master): sf
Visited: BUA Proposed (Offsite): sf
Additional Information:
Permitted
Proposed:
Proposed:
Proposed:

pfa.�n in,�,,„_Qesi�n _and„perm it�i n�
December 20, 2011
NC DENR
Division of Water Quality
Stormwater permit application review
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Stormwater Review
Project: Flowers Corporation Development
Location: 301 Friendly Road, Morehead City, Carteret County
Enclosed is the stormwater permit package for Flowers Corporation Development located
on 301 Friendly Road, Morehead City, Carteret County. As explained in the attached the
total disturbed area for the project is 3.9- acre, including 117,333 sq feet of total built
upon area and is being submitted as high density.
Included are the stormwater narrative, vicinity map, DWQ stream classification,
stormwater application, wet detention basin supplement, O&M agreement, High density
deed restriction, SHWT report, deed, articles of corporation, two plan sets, and check. if
you need any additional info, please call.
Sincerely, T
Susan SaOyoger, PE
388 MCC0TTIB 6 t V 0 NAYELOCK, NC 28532
2 5 2 - 4 4 4 - 5 7 6 5 2 5 2 - 3 4 9 - 5 8 0 3
KSMIENGINEEDING@GMAIL.00M

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TABLE OF CONTENTS
SECTION
Narrative
Vicinity Map
DWQ Stream classification
Stormwater Application
Wet Detention Basin supplement
O and M agreement
High density commercial deed restriction
Calcu lations
Seasonal high water table soils report
Carteret County Soils map
Deed
Articles of Corporation
Precipitation Estimate
SA/DA Table
2.en iaeeri ail.com
339 MCCATTE® -BLVD BAV.FL._OCB, Me 28532
2 5 2 - 4 4 4 - 5 7 6 5 , 2 5 2 - 3 4 9 - 5 8 0 3 �

Flower Development Corporation
STORMWATER PERMIT APPLICATION
HIGH DENSITY
FOREBAY/WET DETENTION POND
1 K .en ineersn _@fir mastcom
388 MCCBTTIB BLVD. SAVIL©CK, MC 28532
2 5 2 - 4 4 4 - 5 7 6 5 , 2 5 2 - 3 4 9 - 5 8 0 3

Flowers Deyelopmerlt Corporation
310 Friendly Road
Morehead City, Carteret County, North Carolina
STORMWATER PERMff NARRATIVE
Introduction and Existing Conditions
This narrative discusses the stormwater permit application for the Flowers Development Corporation
project. The site plan proposes construction of a 3.89 acre commercial site with 69% impervious
surface coverage. This includes 117,333 sq.ft of building (42,950 sqft of office and five ministorage
facilities), 74,383 sgft of parking and driveway and 52,115 sgft of pervious surfaces. The site is located
at 310 Friendly Road, off Bridges Street, Morehead City, in Carteret County, North Carolina. The
northerly and easterly adjacent parcels are currently wooded and vacant. The southerly adjacent parcel
is ministorage site. The plan is for construction of a slab on -grade, metal -storage buildings and office,
finish floor elevations vary at approximately 18.5 feet. The 3.89 acre is zoned commercial. The owner
and operator of the facility is Mr. Richard Flowers.
In general, the parcel drains over a minimal grade across site towards an existing ditch along Friendly
Road. As seen on the included location and topo map, the ditch and the site drains to an unclassified
existing ditch, then over one half mile to Peletier Creek, a tributary of the Bogue Sound, classified as a
SB water.
STORMWATER MANAGEMENT
As seen on the attached drawings, the required stormwater event (1.5") is being stored and treated by a•
forebay and wet detention pond. All impervious surfaces (parking area and roof drains) will drain
overland flow to forebay. Run-off sediment will settle out in the forebay and run-off will flow across
the weir across and into the main pool. The 1-year event will draw down over 62 hours through a 2-
inch orifice and outfalling to the existing ditch along Friendly Road, with a peak elevation of 15.7 feet.
Above the 1-yr, 24 hour temporary storage elevation of 16.35, one 1-foot of freeboard is provided.
f[silll nWneer1ng@ maiUc
388 MCCQTTEB BL@B, HAVELOCK, NC 28532_
252-444-5765,252-349-5803

Flowers Develapmerlt Corporation
310 Friendly Road
Morehead City, Carteret County, North Carolina
MAJOR DESIGN ELEMENTS
• 69%, Impervious, Coastal SAIDA = 5.2, Ave depth 3.5
• Total site area= 169,448 sqft
• Impervious surfaces=] 17,333 sq.ft
• Permanent Pool area regd = 8811 sq.ft
• Permanent Pool area provided = 8875 sq.ft
• Required storage = 14259 cuff
• Provided storage = 27371 cu.ft.
• Draw down is 62 hours
• BMP within recorded easement
Suanortin�
Documentation
Spreadsheet
Spreadsheet
Plan set-Sht.SW-I and spreadsheet
Spreadsheet
Spreadsheet
Wet Detention supplement and spreadsheet
Wet Detention supplement and spreadsheet
Routing
Plan set-Shts.S W- I and 2
CONCLUSION
The proposed design is for 3.9 total acre site, including 1 17,333sgft of proposed impervious surfaces,
building and parking. All run off will drain to the forebay and wet detention facility. The forebay and
pond are sized to contain the required event, draw down, freeboard, meeting or exceeding all DENR
size, depth and volume requirements.
CDuaa., QYW,.,
Susan Sayger,PE
KOIIl.enaineertm MMILCpm
388 81GGOTTEB BLVD HAVELOCK NB 28532
2 5 2 - 4 4 4 - 5 7 6 5 , 2 5 2 - 3 4 9 - 5 8 0 3
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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 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.):
F "0Al6-25 Q�-_-V6 Lo0MC- U7� (foe.pcE_)a; 'o -a - -- --
2. Location of Project (street address):
l 0! F-Q) &VO 1D L v R oA �
l� l-
City: oy'C_U Alo C t r-f County: Zip: Z 955
3. Directions to project (from nearest major intersection):
4. Latitude: 3L1° J3, k 5 " N Longitude: 76 ° 45 ' 52 " 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 number , its issue date (if known) _ 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 JKHigh 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 KSedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 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:
Form SWU-l01 Version 07.lun2010 Page i 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 projects:
Applicant/Organization:
Signing Official & Title:
r�3 CJe
b. Contact information for person listed in item la above:
Street Address: 21 Z. L3h-t 1i_-� t-✓L7.
City: .&.-VLAtJnL _ Q6-r-.C- ��% State: 06', Zip: _Z851 Z�
Mailing Address (if applicable
City:_
Phone:
State:
Fax: ( _
Zip:
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)
El Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on). ' '
Property Owner/Organization:
Signing Official & Title:
b. Contact information for person listed in
Street Address:
City:
Mailing Address
City:��
State:
State: Zip:
Fax-
3. a. (Optional) Print the name and title of another contact such as the project's construction
person who can answer questions about the project: -
Other Contact Person/
Signing Official & Title:.
b. Contact information for
listed in item 3a above:
or other
Mailing
Citvs✓
State:
Form SWU-101 Version 071un2010 Page 2 of 7
Zip:

Phone: ( )
Fax:
4. Local jurisdiction for building permits:
Point of Contact
IV. PROJECT INFORMATION
Phone #:
1_ In the space provided below, briefly summarize how the stormwater runoff will be treated.
i..i_ V � D Ff- � S 47 f Q��G 1Z� ✓! ,� G ./ETU L A v �` ztiJ
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
3.
4.
b. If claming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph U - Post Construction
Stormwater runoff from this project drains to the
Total Property Area: acres
River basin_
5.. Total Coastal Wetlands Area: cres
b. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area*: 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 Hi h Water (NHTM line or Mean High Water
(MHM Iine, and coastal wetlands landwardfr om the NHW (or MHIline. The resultant project area is used to
calculate overall percent built upon area (BIIA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area. _
S. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = %
9. How many drainage areas does the project have?---L (For high density, count 1 for each prop d engine 'ed
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.
Fnrm SWI I-101 Version 07]un2010 Page 3 of 7

Basin Information
Drainage Area 1
Draina a Area _i
Drainage Area _
Drainage Area
Receiving Stream Name
P& r
Stream Class
Stream Index Number
Total Drainage Area (sf)
On -site Drainage Area (sf)
Off -site Drainage Area (so
g
Proposed Im rvious Area** (sD
it 7 3
9b Im ervious Area"'` total
Impervious— Surface Area
Dr"ge Area _
Drainage Area
Drainage Area _
Drainage Area
On -site Buildings/Lots (so
Q
On -site Streets (so
On -site Parking (so
On -site Sidewalks (so
Other on -site (so
Future (sf)
�:...
Off -site (so
Existing BUA*** (so
Total (sf):
* Stream Class and Index Number can be determined at: http.aortal.itedetir.or i?ebAt?q/ps/csu/classi catiofis
** 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 BUA that will remain after development. Do not report any existing BUA tint
is to be removed and which will be replaced by new BLIA.
11. How was the off -site impervious area listed. above determined? Provide documentation. _M - A
Promeetsin 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) fortes
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from b.qR://portal.ncdenr.org/web/wq/ws/`su/bmp-manuat-
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 ht ortal.ncdenr.or web w 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.ncdenr.org/web/wows/su/maps.)
PIease 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 iitk. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/suZstatesw/forms flocs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
hqp://www.envhelp.or_g/pages/`onestopgxpress.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.)
Form SWU-101 Version 07Jun2010 Page 4 of 7

S. 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. Develo�ent/Project name.
b. Engis&er and fjri1n.�
c. Location with named streets frrd NCSR numbers.
d. Legend:
e. Northfarrow.
f. Scale:
g. Revisio"umber and dates.
h. ldentify 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
str"res, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layou�th all BUA iden ' -and dimensioned.
k., Existing contours, proposed ntours, spot elev�ons, finished or elevations.
1. • Details ofkads, drainage features, collection system s, and stormwater cool measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified parson. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing draifia (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage ar delineated (included in the main set of plans, not as a separate document).
p. Vegeta uffers (where required).
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 8.5x11" 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 WiRQ Schedule a site visit for DWQ to verify the SHVVT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: IZij -_ Page No: J_
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.
hqp://www.secreta!y.state.nc.us/Comorations/­­CSearch,mpx
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 Iot 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
nttp://poirtal.ncdenr.org/web/wq/ws/­suIstatesw/­forms dots. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
Form SWU-101 Version 07Jun2010 Page 5 of 7

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 ration).
Consulting Engineer:
Consulting Firm: —K5 -A-
c t . F'C—
Mailing Address: 'f]0 eb V e- CO yt L,(_ U ��
City:
Phone:
Email:_ K.5 A _ inccrk!n,!t
State: zip:
Fax: ( )
Cum
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Inf)rmation, item 2a) , certify that I v
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) with (print or type name of organization listed in
Contact Information, item 1a) - _ to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
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.
Signature:
I,
a Notary Public for the State of
Date:
County of
, do hereby certify that - personally appeared
before me this — day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
Form SWU-101 Version 07Jun2010 Page 6 of 7

X- APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) t'`'� cz C - 4 a `"'
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 pIans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable sterffiyater rules under 15A NCAC 2H .1000, SL 2006-246 (Ph. H - Post Construction) or SL 2008-211.
Signature:
Date: /Z - & --/ l
1, a Notary Public for the State of � County of
do hereby certify that�r 4zC44 P personally appeared
before me this day of 4/ and acknowled a the due xecution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires-�--
Form SWU-101 Version 07Jun2010 Page 7 of 7

Permit
(to be p-voded by DWG?)
TA
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be lifted out, printed and submitted
The Required hems Cheolr6st (Part 111) must be printed, filled out and submitted abng with aH of the required iribmation.
Ii. PROJECT INFORMATION _
Project name Flowers Devebpment Corporation
Contact person At Gold, PEISue Sayger,PE
Phone number 252-5604652, 252-349-58M
Date December 12. 201I
Drainage area number 1
!I. DESIGN INFORMATION
Site Characteristics
Drainage area
Impervious area, post -development
°% impervious
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost canlroi of the lyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: )-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak How control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx_ at the perm. pod elevation)
Top of 1Oft vegetated shelf elevation
Bottom of 1Oft vegetated shelf elevation
Sediment deanout, top elevation (bottom of pond)
Sediment deanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
169,448 1?
117.333 f?
69,24 %
1.5 in
14,259 ft3 OK
27,371 ft3 OK, volume provided is equal to or in excess of volume required.
fl3
ft3
ft3
ft3
ft3
n (Y or N)
3.7 in
0.20 (unitless)
0.62 (unifless)
3.66. iNhr OK
2.88 ft3/see
0.09 ft31sec
-2.79 ft3/sec
17.35 fms!
15.00 fms!
15,00 fmsl
15,50 fmsl
14,50 fmsl Data not needed for calculation option #1, but OK if provided.
12.00, fmsl
11.00 fmsi Data not needed for calculation option #1, but OK if provided.
1.00 ft
(Y or N)
17,4 fmsI OK
Form SW401-Wet Detention Basin-Rov.e-9117109 Parts I. & II. Design Summery, Page 1 of 2

Permit
(to be provided by DWQ)
il. DESIGN INFORMATION
Surface Areas
Area, temporary pod 132M if
Area REQUIRED, permanent pod 8,811 fe
SAIDA ratio 5.20 (unidess)
Area PROVIDED, permanent pool, A,._,d 8,875 fr OK
Area, bottom of 10ft vegetated shelf, Ab,�_,hw 7.015 ft`
Area, sediment deanout, top elevation (bottom of pond), Ayt_ d 3,760 I1`
Volumes
Volume, temporary pod 27,371 ft'
Volume, permanent pool, VWM pod 22,626 ft3
Volume, forebay (sum of forebays if more than one forebay) 4,573 ft'
Forebay % of permanent pool volume 20.2% %
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Vdume, permanent pool, Vp,,,,-
Area provided, permanent pool, Ap, _xd
Average depth calculated
Average depth used in SAIDA. d,,, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pod, A ._p d
Area, bottom of 10ft vegetated shelf, Abd_dff
85 %
y (Y or N)
n (Y or N)
5.20 (unitless)
y (Y or N)
22,626 It'
8,875 ft`
3.52 ft
3.5 ft
n (YorN)
8,875 ft`
7.015 It`
Area, sediment cleanout, top elevation (bottom of pond), Aboyo d 3,760 fe
'Depth' (distance b!w bottom of 10ft shelf and top of sediment) 2.50 It
Average depth calculated 3.56 ft
Average depth used in SAIDA, d., (Round to nearest 0.511) 3.5 ft
Drawdown Calculations
Dmwdrnm through orifice?
Diameter of orifice (if ckctdar)
Area of orifice (if-rmoncircmlar)
Coefficient of discharge (Co)
Driving head (Hj
Drawdown through weir?
Weir type
Coefficient of discharge (C,)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr. 24-hr peak flow
Storage volume discharge rate (through discharge office or weir)
Storage volume drawdown time
Addiffoeal Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated Ster provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
y (Y or N)
2.00 in
in
0.60 (unitless)
0.20 ft
(Y or N)
(unitless)
(unidess)
ft
It
2•98 113/sec
14.58 ft3lseC
0.09 ft3lsec
2.60 days
OK
OK
OK
OK
OK
OK
OK, draws down in 2-5 days.
3 :1 OK
10 :1 OK
10.0 ft
OK
3 :1
OK
1.7 :1
OK
y (Y or N)
OK
IT ft
OK
y (Y or N)
OK
y (Y or N)
OK
y (Y or N)
OK
emergency Pump
Form SW401-Wet Detention BasirFRev.8-9117109 Parts 1. & II. Design Summary, Page 2 of 2

Permit No
fll. REQIAREU frEMS CHECKLIST
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
IN t
1. PIS (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out;
site drainage (if applicable), A -4'
,-11-eflineated drainage basins (include Rational C coefficient per basin),
✓ i dimensions,
fPre atment system,
sgh flow bypass system,
- Maintenance access,
proposed drainage easement and public right of way (ROW),
/pverflow device, and
/ "oundaries of drainage easement.
S tU. J
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
--5utlet structure with trash rack or similar,
- Maintenance access,
rmanent pool dimensions,
-- Fgsebay and main pond with hardened emergency spillway,
Aasm cross-section,
--Vegetation specification for planting shelf, and
t-ilter strip.
�, W • 7_
3. Section view of the wet detention basin 0' = 20' or larger) showing:
e slopes, 3:1 or lower,
Pretreatment and treatment areas, and
�f`rilet and outlet structures.
�j hk' �Af the basin is used for sediment and erosion control during construction, clean out of the basin is specified
V// on the plans prior to use as a wet detention basin.
S�E QS A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
SP¢rx0tPtir4 t .--The supporting calculations.
�/ ��► 8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
04tQ(rp 9 A copy of the deed restrictions (if required).
P 0 0d [ &-o soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form 5W401-Wet Detention Basin-Rev.8-9117109 Part III. Required items Checklist, Page 1 or 1

Permit Number:
(to be provided by DWQ)
Drainage Area Number. -
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
® does ❑ does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants becpme established (commonly six weeks)-
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
Ion .
approximatel six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 of 4

Permit Number;
(to be provided by DWQ)
Drainage Area Number_
BMP element:
Potentialproblem:
How I will remediate the roblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off -site -
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is'occurring in the
Regrade the swale if necessary to
swing.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
$earth for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
revert future erosion problems.
Wee& are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than s ra in .
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
healot.
Plants are dead, diseased or
Determine the source of the
dying,
probleiru soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds axe present_
Remove the weeds, preferably by
hand. if pesticide is used, wipe it on
the plants rather than spraying -
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth_
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal grow th
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50`Yo of
with pesticide (do not spray).
the basin surface_
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BNIP element:
Potential roblem:
How I will remediate the proble=
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs air. if applicable)
The outlet device
Cloggi,ttig has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Re air or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the Iocal NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 12.0 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 12.0 feet in the forebay, the sediment
shall be removed.
BASIN DIAGRAM
f11 in the blanks)
Q Permanent Pool Elevation 15.0
Sediment Removal 12 n Pool
------------ e Sediment Removal Elevation 12 Volume
Bottom Efevatio I I
-------------------------------------------- L�r
-nt Bottom Elevation i 1 n
Storage Sedimei
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin Q&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: :4 Z o bj6- VS
BMP drainage area number: _
, - Print name: 1tC_t+AKQ
Title:
Address: '701 12 Of" 5%/-Prr
Phone: ;2_310
Signature:
Date: 1 Z—! G -1/
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
C ,County of rg= �,�,g� , do hereby certify that
e�Ye' J G ���rl�.<P�� personally appeared before me this
day of , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
My commission expires a2 —- o2a/ 2—
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4

Hi h Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
In accordance with Title 15 NCAC 21-I.1000and S.L. 2006-246, the Management Regulations, deed
restrictions and protective covenants are required for High Density Commercial Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility.
Deed restrictions and protective covenants are necessary to ensure that the development maintains a
built -upon area consistent with the design criteria used to size the stormwater control facility.
I, Richard Flowers acknowledge, affirm and agree by my signature below, that I will cause the
following deed restrictions and covenants to be recorded prior to the sale of any lot within the project
known as
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number_ , as issued by the Division of Water Quality
under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Qualify.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is square feet.
*Note: If the BUA per lot varies, please substitute the following statement for the one above and
provide a complete listing of the proposed BUA for each lot:
The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
117, 333Sgft
This allotted amount includes any built -upon area constructed within the lot property boundaries,
and that portion of the right -of -war between the front lot line and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. All runoff from the built -upon areas on the tot must drain into the permitted system_ This may be
accomplished through a variety of means including roof drain gutters which drain to the street,
grading the lot to drain toward the street, or grading perimeter swates to collect the lot runoff
and directing them into a component of the stormwater collection system. Lots that will naturally
drain into the system are not required to provide these additional measures.
8. The owner of each lot, whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a permit
prior to construction.
9. The project and each lot will maintain a 30** foot wide vegetated buffer between all impervious
areas and surface waters.
**50 foot for projects located in the 20 coastal counties.
Form DRPC-1 Rev.2 05Nov2009 Page 1 of 2

Signature:
High Density Commercial Subdivisions
Deed Restrictions & Protective Convenances
1z -id -iI
a Notary Public in the
State of V
G .. --- _._._, County of �i11_..�,�,,.�
y y �{ o personally appeared
do hereby certify that
before me this the // day of 20 /l and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
ign re
My Commission expires
! orm DRPC-1 Rev.2 05Nov2009 Page 2 of 2

A
NCDENR
North Carolina Department of Environment and Natural
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
April 29, 2011
Richard Cass Flowers
Flowers Development Corporation
300 Friendly Road
Morehead City, NC 28557
Subject: PROJECT NOT SUBJECT
10,000 SF BUA EXCLUSION
Flowers Development Corporation Storage Building
310 Friendly Road, Morehead City
Carteret County
Dear Mr. Flowers:
Resources
Dee Freeman
Secretary
On March 17, 2011, the Division of Water Quality received a request to determine if the subject project is
required to submit a permit application and receive a stormwater management permit. The project proposes to
utilize permeable pavement to stay below the permit trigger of 10,000 square feet of new built -upon area, which
became effective October 1, 2008, in the 20 coastal counties.
The attached development plans and permeable pavement supplement form propose using permeable concrete
with a gravel base depth of 6", which has a managed grass factor of 60% and a permeable pavement area of
6,085 square feet. This results in a pavement built -upon area of 2,434 square feet, and a net effective project
built -upon area of 9,764 square feet. It has been determined that the project will have less than 10,000 square
feet of new net built -upon area and therefore does not require a stormwater permit. This determination is
effective only if:
1, The proposed development plans and construction sequence are implemented as shown;
2, The permeable pavement is designed, installed and maintained at the area, elevation and grade
shown on the plans;
3. The total net effective built -upon area stays below 10,000 square feet.
4. Traffic volumes are less than 100 axles per day;
5. The SHWT is at least 2 feet below the base of the permeable pavement;
6. The permeable pavement does not receive any direct, concentrated flow from roofs or other surfaces.
As stated above, a stormwater permit will be required if the project is not constructed as proposed. Please keep
in mind that a stormwater permit is required when a project is part of a common plan of development, or the net
new BUA amount exceeds 10,000 square feet, or when approval of an Erosion and Sedimentation Control Plan
is required or when a CAMA Major permit must be obtained. Failure to obtain a stormwater permit under the
above scenarios is a violation of NCGS 143-215.1 and may result in potential enforcement action, including the
requirement to apply for and receive a Stormwater Management Permit.
If you have any questions, please do not hesitate to call Linda Lewis or me at [phone].
Sinc rely, r�
e rgette . Scott
Stormwater Supervisor
Division of Water Quality
GDSlarl: S:1WQS1Stormwater\Permits & Projects\Not Subject110000 Exclusion12011 04 Flowers Development
Corporation Storage Building
cc: William Gold, P.E., Meridian Engineering
Joyce Veltman, Town of Morehead City
Wilmington Regional Office 10,000 Exclusion File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 N 01th C arof i tla
Internet: vwvw.ncwaterquality.org
atmally
An Equal Opportunity 1 Affirma8ve Acton Employer

Lewis,Linda
From: [e-mail]
Sent: Friday, April 29, 2011 8:07 AM
To: Lewis, Unda
Subject: Re: 310 Friendly Road
Ms. Lewis, please use the permeable pavement detail on the March 30 Drawing SP-2. Thank you.
---- "Lewis wrote:
> Mr. Gold:
> The April 19, 2011, revised plans are missing the pervious pavement details that had previously been added
to Sheet SP-2. Since the other aspects of the enlarged site plan appear to be unchanged from the plans
submitted on March 30, 2011, 1 will replace the April 19, 2011 Sheet SP-2 with the March 30, 2011 sheet SP-2
that contains the permeable pavement details.
> You must confirm this via return email before I can approve it.
> Thanks,
> Linda Lewis
> NC Division of Water Quality
> 127 Cardinal Drive Ext.
> Wilmington, NC 28405
> 910-796-7215
>
> Education is the progressive discovery of our own ignorance.
> -Will Durant
> E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law
and may be disclosed to third parties.

Lewis,Unda
From:
Lewis, Linda
Sent:
Thursday, April 28, 2011 5:50 PM
To:
William A. Gold, P.E.
Cc:
Richard Cass Flowers ([e-mail])
Subject:
310 Friendly Road
Mr. Gold:
The April 19, 2011, revised plans are missing the pervious pavement details that had previously been added to
Sheet SP-2. Since the other aspects of the enlarged site plan appear to be unchanged from the plans
submitted on March 30, 2011, 1 will replace the April 19, 2011 Sheet SP-2 with the March 30, 2011 sheet SP-2
that contains the permeable pavement details.
You must confirm this via return email before I can approve it.
Thanks,
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive E=xt,
Wilmington, NC 28405
910-796-7215
Education is the progressive discovery of our own ignorance.
-Will Durant
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.

Lewis,Linda
From:
Lewis,Linda
Sent:
Tuesday, April 12, 2011 1:04 PM
To:
William A. Gold, P.E.
Cc:
'Joyce Veltman'
Subject:
310 Freindly Road
Mr. Gold:
I'm reviewing the <10,000 sf application for the subject project, and have a few questions:
1. The permeable pavement supplement form has not been completely filled out. It's missing several
important items, including soil type, infiltration rate, and SHWT, surface area of the permeable
pavement (6085sf ??), the bottom slope (<0.5%), the acknowledged use of washed #57 stone for the
gravel layer, and an acknowledgement that no concentrated runoff from roof drains or other areas will
be directed to the permeable pavement.
2. You've selected a flexible pavement with a 7" gravel base. Turfstone is not a flexible pavement, rather it
is a "Permeable Concrete", but you only need a 6" washed stone gravel layer to attain the 60% credit
as managed grass. If you want to reduce the 7" gravel currently specified on the plans to 6", you may.
3. Please confirm the location of roof drains and show them on the plans.
4. Please provide soils information and complete that part of the supplement form.
You will need to revise the supplement form and resubmit it addressing the above items.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
Education is the progressive discovery of our own ignorance.
-Will Durant
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.

Lewis,Linda
From: Lewis,Linda
Sent: Friday, April 15, 2011 9:10 AM
To: '[e-mail]'
Cc: Richard Cass Flowers ([e-mail])-, Scott, Georgette
Subject: RE: 310 Freindly Road
Mr. Gold:
In answer to your questions:
1. Not all permeable pavements get a 60% reduction. The percentage of "managed grass credit" that is applied
to a permeable pavement depends on the type of pavement and the depth of the gravel base. If you will note
on the supplement form, if you put an "X" in the blank area for a permeable concrete without a gravel base, the
managed grass factor is 40%, not 60%.
2. The credit is applied only if the pavement is properly constructed per the design specifications listed in
Section 18.3.3 of the BMP Manual. The BMP Manual is a supplement to the regulations and is meant to
provide further explanation of the minimum BMP design requirements in the rules in a straight -forward manner,
easy to understand format. Permeable pavement was added to the BMP Manual in July 2007, so there is no
specific reference to it in the rules. The Division was directed to allow these credits for permeable pavement
due to Senate Bill 845, which requires the use of permeable pavement on all parking lots created after April 1,
2009, despite there being no specific regulation allowing the use of permeable pavement in the stormwater
rules. In authoring the chapter on permeable pavement, the Division researched acceptable design,
construction and maintenance practices and adapted those practices into the BMP Manual such that the
permeable pavement will function.
If you adhere to the design, construction and maintenance minimums of permeable pavement as specified in
the BMP Manual, then the Division we will be able to confirm that you have <10000 sf of BUA and do not need
a permit. As previously explained, the Town of Morehead City requested a Division review of this project and
confirmation of the claim that there is <10000 sf of BUA. Your claim of <10000 sf of BUA is dependent on the
use of a properly designed, installed and maintained permeable pavement.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
Education is the progressive discovery of our own ignorance.
-Will Durant
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.
-----Original Message -----
From: [e-mail] [mailto:[e-mail]]
Sent: Friday, April 15, 2011 7:55 AM
To: Lewis,Linda
Cc: Richard Cass Flowers ([e-mail])
Subject: RE: 310 Freindly Road

Ms_ Lewis,
We have reviewed the information you have requested and we respectfully submit the following questions to
address the main issue we are asking you to assist in.
1. In calculating built upon areas (BUA) of a project, is it correct to apply a 60% reduction of impervious areas
which are properly paved with permeable pavement per Chapter 18 of the NC Stormwater manual?
2. If #1 is true, what regulation or NC DENR Stormwater guideline invalidate such a reduction?
In our case we have 7200 sq. ft. of building, 130 sq. ft. of sidewalk and 2434 sq. ft. of permeable pavement
(6085 X 40%). for a total of 9724 sq. ft. which is below the threshold of 10,000 sq. ft.
I believe we should answer the questions above before we get into specific design criteria, noting that the
installation must and will be designed properly.
Thank you for a timely response in that Mr. Flowers has had at least a month's delay trying to get the above
questions answered.
William A. Gold.
---- "Lewis wrote:
> Thank you Mr. Gold. I have a few more questions regarding the revised supplement and drawing you
provided:
> 1. The supplement still indicates that a "Flexible Pavement with a 7 inch gravel base" is being proposed.
Please correct this by checking the "Permeable Concrete with a 6 inch gravel base".
> 2. Please provide documentation of the reported soils information, such as a copy of the County soils map,
the NRCS map, etc. something to support the soils information you've written on the supplement.
>
> 3. The roof drain plans show at least 3 of the 10 roof drains will dump water directly onto the permeable
pavement. As referenced in Section 18.3.3, number 8, permeable pavement must not be designed to receive
concentrated flow from roofs. Please redirect those 3 roof drains away from the permeable pavement.
>
> Thanks,
> Linda Lewis
> NC Division of Water Quality
> 127 Cardinal Drive Ext.
> Wilmington, NC 28405
> 910-796-7215
>
> Education is the progressive discovery of our own ignorance.
> -Will Durant
>
> 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.
>
> -----Original Message-----
• From: [e-mail] [mailto:[e-mail]]
> Sent: Thursday, April 14, 2011 3:17 PM
> To: Lewis, Linda
> Cc: [e-mail]
> Subject: Re: 310 Freindly Road
>
> Ms. Lewis,
>

Lewis,Linda
From: Lewis,Linda
Sent: Thursday, April 14, 2011 3:46 PM
To: '[e-mail]'
Cc: Richard Cass Flowers ([e-mail])
Subject: RE: 310 Freindly Road
Thank you Mr. Gold. I have a few more questions regarding the revised supplement and drawing you provided:
1. The supplement still indicates that a "Flexible Pavement with a 7 inch gravel base" is being proposed.
Please correct this by checking the "Permeable Concrete with a 6 inch gravel base".
2. Please provide documentation of the reported soils information, such as a copy of the County soils map, the
NRCS map, etc. something to support the soils information you've written on the supplement.
3. The roof drain plans show at least 3 of the 10 roof drains will dump water directly onto the permeable
pavement. As referenced in Section 18.3.3, number 8, permeable pavement must not be designed to receive
concentrated flow from roofs. Please redirect those 3 roof drains away from the permeable pavement.
Thanks,
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
Education is the progressive discovery of our own ignorance.
-Will Durant
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.
-----Original Message -----
From: wgold20),suddenlink.net fmailto:Mold2@sudden link. net]
Sent: Thursday, April 14, 2011 3:17 PM
To: Lewis,Linda
Cc: IfearnotCaD_vahoo.com
Subject: Re: 310 Freindly Road
Ms. Lewis,
Find attached the supplement and downspout locations you requested.
Note that the drawings will be revised to indicate 6" washed stone under the "Turfstone" permeable concrete.
Please let this note serve as our intent at this time.
Thanks,
William A. Gold
---- "Lewis wrote:
> Mr. Gold:
> I'm reviewing the <10,000 sf application for the subject project, and have a few questions:

>
> 1. The permeable pavement supplement form has not been completely filled out. It's missing several
important items, including soil type, infiltration rate, and SHWT, surface area of the permeable pavement
(6085sf ??), the bottom slope (<0.5%), the acknowledged use of washed #57 stone for the gravel layer, and an
acknowledgement that no concentrated runoff from roof drains or other areas will be directed to the permeable
pavement.
> 2. You've selected a flexible pavement with a 7" gravel base. Turfstone is not a flexible pavement, rather it
is a "Permeable Concrete", but you only need a 6" washed stone gravel layer to attain the 60% credit as
managed grass. If you want to reduce the 7" gravel currently specified on the plans to 6", you may.
> 3. Please confirm the location of roof drains and show them on the plans.
> 4. Please provide soils information and complete that part of the supplement form.
> You will need to revise the supplement form and resubmit it addressing the above items.
> Linda Lewis
> NC Division of Water Quality
> 127 Cardinal Drive Ext.
> Wilmington, NC 28405
> 910-796-7215
> Education is the progressive discovery of our own ignorance.
> -Will Durant
> E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law
and may be disclosed to third parties.

Lewis,Lirtda
From: Lewis, Linda
Sent: Monday, March 21, 2011 6:08 PM
To: '[e-mail]'
Subject: RE: 310 Friendly Road,Morehead City
Mr. Gold:
I searched my email and found only a project that Ms. Joyce Veltman had emailed me about regarding whether
or not the 10,000 sf of new BUA included permeable pavement or not.
We determined that where a project is claiming a BUA credit by the use of permeable pavement, to stay below
the permit threshold of 10,000 sf, the Division should review the plans and offer our confirmation. Ms. Veltman
is not as familiar with the numerous permeable pavement design guidelines and is more comfortable with the
Division making the call that all the requirements have been met. This is the prerogative of the City.
Please submit 2 sets of the grading and layout plans, a complete permeable pavement supplement form, a
signed permeable pavement O&M agreement, a cover letter containing a narrative statement about the project,
and the name, mailing address and phone number of the owner as well as the street address of the project.
Linda Lewis
NC Division of Water {duality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
Education is the progressive discovery of our own ignorance.
-Will Durant
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.
-----Original Message -----
From: waold20-suddenlink. net fmailto:waold2(c-Dsuddenlink.neti
Sent: Monday, March 21, 2011 4:32 PM
To: Lewis,Linda
Subject: 310 Friendly Road,Morehead City
Linda,
Have you had an opportunity to review the subject use of permeable concrete for the DW and parking on this
project?
Thank you,
W. A. Gold
Meridian

Lewis,Lincla
From: Lewis,Linda
Sent: Monday, March 14, 2011 4:41 PM
To: 'Joyce Veltman'
Subject: RE: Stormwater question of the day
Thank you for the correction Joyce and I apologize for my mistake. I must have mixed you up with
someone else.
Anyway, my supervisor has now told me that where an applicant is claiming a permeable pavement
credit in order to stay under the 10,000 sf trigger, then we will most definitely need to see it and
approve it. Additionally, you are well within your rights to require a review by the State since you cannot
determine if the credit has been calculated correctly. It will not be a formal "application" and review, it
will simply be a review to determine if the project has met the burden of proof and is subject or not - no
fee is required.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
Education is the progressive discovery of our own ignorance.
-Will Durant
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.
From: Joyce Veltman [mailto:joycev@bizec,rr.com]
Sent: Monday, March 14, 2011 2:57 PM
To: Lewis,Linda
Subject: Re: Stormwater question of the day
Linda:
I received your email, one point of correction --I have no predecessor.
Based upon past correspondence received and not knowing what the permeable pavement credit is or
how to figure it, I am going to require that the developer submit a stormwater application to the State.
Once you review the plan, please advise in writing if the development, as submitted, is exempt from the
storwater permitting requirements.
For your information, the specific project in question is for Cass Flowers (land owner) and Al Gold
(Meridian Engineering). It is located at 310 Friendly Road, Morehead City, NC.

Thanks for your help. Hope you have a great week.
Joyce Veltman
----- Original Message From: Lewis.Linda
To: Joyce Veltman
Sent: Monday, March 14, 2011 9:13 AM
Subject: RE: Stormwater question of the day
Joyce:
My co-workers reminded me that we discussed this topic with your predecessor and offer the same
guidance. The project is not subject if it meets all the following:
1. The existing property does not hold a current stormwater permit;
2. The project is not part of a larger common plan of development;
3. The project does not need a CAMA Major permit;
4. The project does not need an SEC plan approval;
5. The square footage of proposed BUA, including the permeable pavement credit, is less than
10,000 sf.
If the project is a commercial development, I would require the applicant to demonstrate that <100
vehicles per day will utilize the parking lot. Depending on how much traffic is anticipated, only the
parking spaces themselves should be permeable pavement. The driveway aisles should be regular
pavement as they will see all of the traffic.
Hope that helps.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
Education is the progressive discovery of our own ignorance.
-Will Durant
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.
From: Joyce Veltman [mailto:[e-mail]]
Sent: Friday, March 11, 2011 3:35 PM
To: Lewis,Linda
Subject: Re: Stormwater question of the day

Thanks.
----- Original Message -----
From: Lewis Linda
To: Joyce Veltman
Sent: Friday, March 11, 2011 3:25 PM
Subject: RE: Stormwater question of the day
We have been discussing this and we have leaned toward erring on the conservative side. If they
need permeable pavement to keep them below a net of 10,000 sf, the site will need routine and long-
term maintenance to stay at <10,000 sf. The ability to impose maintenance requirements can only
come through the issuance of a permit, so I would say they would need a permit from us. Let me
double-check that with Raleigh and get back to you.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
Education is the progressive discovery of our own ignorance.
-Will Durant
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.
From: Joyce Veltman [[e-mail]]
Sent: Friday, March 11, 2011 1:44 PM
To: Lewis,Linda
Subject: Stormwater question of the day
If I receive a site plan with over 10,000 sq' of built upon area (building, parking, drive area) and they
propose to use the permeable pavement referenced in NCDENR Stormwater BMP Manual, dated July
2007, page 18-1 (Chapter Revised 09-01-10) do they or don't they still have to apply to DENR for a
permit and supply to me either a permit or some sort of exemption letter?
As always, thanks for your help.
Joyce Veltman
Zoning Enforcement Officer
Town of Morehead City
706 Arendell Street
Morehead City NC 28557
ph: 252.726.6848 ext. 119
fax: [phone]

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March 29, 2011
Ms. Linda Lewris
Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, N. C. 28405
Ref: Flowers Development Storage Bldg.
310 Friendly Road
Morehead City, N. C. 28557
Dear Ms. Lewis:
Find attached the e-mail you sent in response to a question from Ms. Joyce Veltman of
Morehead City Planning and the proposed "Turfstone" application as outlined in the
North Carolina Stormwater Manual Chapter 18. We are requesting your input as to
whether this use of permeable pavers meets the intent of less than io,000 new BUA. At
your request I have also included 2 sets of site and grading plans, a complete permeable
pavement supplement form, an signed permeable pavement O&M agreement, this letter
and a brief narrative of the project. The owner is Richard C. Flowers and his mailing
address is 20o Fort Macon Road, Atlantic Beach, N. C. 28412. His telephone number is
252-241-2310.
Mr. Flowers requests that DENR give a timely response since the project has been delayed
by getting this issue resolved. If you have any questions or if I may be of further
assistance, please feel free to call.
Sincerely,
William A. Gold, P. E.
WAG/ilo
Attachments
CC: Mr. Richard C. Flowers
MAR 3 0 loll

Preview Page 1 of 1
.1
Date: Monday, March 14, 2011 3:50 PM
From: Joyce Veltman <[e-mail]>
To: [e-mail]
Subject: Fw: Stormwater question of the day
----- Original Message From: Lewis,Linda
To: Joyce Veltman
Sent: Monday, March 14, 2011 4:41 PM
Subject: RE: Stormwater question of the day
Thank you for the correction Joyce and I apologize for my mistake. I must have mixed you up with
someone else.
Anyway, my supervisor has now told me that where an applicant is claiming a permeable pavement
credit in order to stay under the 10,000 sf trigger, then we will most definitely need to see it and
approve it. Additionally, you are well within your rights to require a review by the State since you
cannot determine if the credit has been calculated correctly. It will not be a formal ❑application0
and review, it will simply be a review to determine if the project has met the burden of proof and is
subject or not - no fee is required.
Linda Lewis
NC I]ivision of Wafter Quality
127 Cardinal [)rive Ext.
Wilmington, NC 28405
910-796-7215
Education is the progressive discovery of our own ignorance.
-Will Durant
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.
©1997-2006 Openwave Systems Inc. All rights reserved.
DECE7VE_
MAR 3
Bu.
http:Hwebmail.suddenIInlc.net/do/mail/message/preview?msgId=1NBOXDELIM3 7797&1=... 3/29/2011

Flowers Development
Existing/Proposed Conditions
The existing topography of the parcel is relatively flat and
drains at minimum grade of 1 % primarily to the north and
west(Friendly Road) into existing ditches. These ditches
eventually drain into the Newport River. This plan does not
propose to change any of the current drainage flows. The
site is M/2 mile from the river and has 16g,884 square feet.
Flowers Development Corporation proposes to build a 7200
square foot pre-engineered personal storage building on
the site. Parking and driveways total 6,085 square feet,
sidewalks total 130 square feet and an existing structure
13,273 square feet. BUA without any credits for permeable
pavement is 26,688/1699884 = 15.7%. The associated
parking and driveways would be covered by "Turfstone"
concrete pavers. Per Chapter 18 in the North Carolina
Stormwater manual, only 40 % of the area covered with
these pavers will be counted as impervious areas. The new
BUA is 7200 + 65085 0.4 130 = 9,764 square feet. t/ OK
Flowers Development Corp.
3-25-11

EXISTING CONC. BUILDINGS SLAB 13,273 SQ FT
NEW BUILDING 7,200 SQ FT
DRIVES/PARKING 6,085 SQ. FT.
SIDEWALK 130 SQ, FT.
LOT 2 AREA 169,884 SQ FT (FROM MAP BY POWELL)
% IMPERVIOUS 26,688/169,884 = 15 %
BUILT UPON AREA = 7200 BLDG. + 6085 D/WX 0.4 +
130 S/W
BUILT UPON AREA = 9764 SQUARE FEET
D/W & PARKING TO HAVE FLEXIBLE "TURFSTONE" AS
ALLOWED BY DENR STORMWATER MANUAL CHAPTER 18.
RECETVED
MAR 3 0 2011
BY:

Flowers Development
CONSTRUCTION SEQUENCE
i. Install temporary silt fence on the north, east, south
and west sides of the property along the property lines.
2. Shape and install driveway as shown on map. NCDOT
permit in hand and approved.
3. Seed disturbed areas and stabilize all slopes with
fabric if needed within 21 days.
4. Prepare building site and haul compactable fill and
slope away from the building in all four directions.
5. Slope parking as shown on grading plan.
6. Erect and complete building.
7. Install permeable pavers in parking and driveway
areas, prepare planter beds and seed pervious areas.
1i.Do not remove temporary silt fence until construction
is complete.
Flowers Development Corp.
3-25-11

[> r eT. rJ4l�
,9 f] Mox-929/, 28.50.Y
600- X611,(r w4ui
28.50J
Je Okonvv-252-522-2.587
March 15, 2011
Ms. Linda Lewis
Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, N. C. 28405
Ref: Cass Flowers Storage Bldg.
308 Friendly Road
Morehead City, N. C. 28557
Dear Ms. Lewis:
Find attached the e-mail you sent in response to a question from Ms. Joyce
Veltman of Morehead City Planning and the proposed "turfstone" application as
outlined in the North Carolina Stormwater Manual Chapter 18.
If you have any questions or if I may be of further assistance, please feel free to
call.
Sincerely,
William A. Gold, P. E.
WAG/ilo
Attachments
CC: Mr. Richard C. Flowers
Ms. Joyce Veltman
RECEIVED
MAR 17 2011
BY:

Preview Page I of 1
W
Date: Monday, March 14, 2011 3:50 PM
From: Joyce Veltman <[e-mail]>
To: [e-mail]
Subject: Fw: Stormwater question of the day
----- Original Message -----
From: Lewis,Linda
To: Joyce Veltman
Sent: Monday, March 14, 2011 4:41 PM
Subject: RE: Stormwater question of the day
Thank you for the correction Joyce and I apologize for my mistake. I must have mixed you up with
someone else.
Anyway, my supervisor has now told me that where an applicant is claiming a permeable pavement
credit in order to stay under the 10,000 sf trigger, then we will most definitely need to see it and
approve it. Additionally, you are well within your rights to require a review by the State since you
cannot determine if the credit has been calculated correctly. It will not be a formal ❑application❑
and review, it will simply be a review to determine if the project has met the burden of proof and is
subject or not - no fee is required.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
Education is the progressive discovery of our own ignorance.
-Will Durant
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.
@1997-2006 Openwave Systems Inc. All rights reserved.
http://webmai].suddenIink.net/do/mail/message/preview?msgld=INBOXDELIM3 7797&1=... 3/ 16/2011