SW8050902_HISTORICAL FILE_20060501 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW oz)5-0qD9)
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

A.
D I ;;CONSULTING, PA
7332 Cotesworth Drive
Wilmington, NC 28045
[phone]
Fax [phone]
PLANNING - ENGINEERING - CONSTRUCTION MANAGEMENT
April 28, 2006
NCDENR - DWQ
Attention: Mr. Paul Bartlett
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Castle Hayne Florist
Complex Road Distribution Center
Stormwater Permit No. SW8 050902
Pender County
DESIGNER'S CERTIFICATION
Dear Mr. Bartlett:
�_FIVDDRACDO�ltBY:
I, Bradford Sedgwick, PE, as a duly registered engineer in the State of North Carolina,
having been authorized to observe (periodically) the construction of the project, Castle
Hayne Florist - Complex Road Distribution Center for Mr. Jessie Phoenix hereby state
that, to the best of my abilities, due care and diligence was used in the observation of
the project construction such that the construction was observed to be built within
substantial compliance and incest of the approved plans and specifications.
The checklist of items included with the permit is attached to this letter.
Noted deviations from the approved plans and specifications: N/A
in y yo r
Bra ford Sedgwick, PE
NC PE #026378
Attachments: Permit Checklist
Brad Sedgwick, PE
[e-mail]
1-910-619-9990
CAR
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Jeff Roney
[e-mail]
1-910-232-0354

State Stormwater Management Systems
Permit No. SW8 050902
Certification Requirements:
The drainage area to the system contains approximately the permitted
9 Y Pp Y
acreage.
2.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
3.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4.
5.
6.
7.
8.
9.
10.
All roof drains are located such that the runoff is directed into the system.
The outlettbypass structure elevations are per the approved plan.
The outlet structure is located per the approved plans.
Trash rack is provided on the outlet/bypass structure.
All slopes are grassed with permanent vegetation.
Vegetated slopes are no steeper than 3:1.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
The permitted amounts of surface area and/or volume have been
provided.
Required drawdown devices are correctly sized per the approved plans.
All required design depths are provided.
All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Ren Holt, Pender County Building Inspections
9 4•
ry•••�rn._. 7?D S

r
CONSULTING, PA
/ 7332 Cotesworth Drive
Wilmington, NC 28045
[phone]
j Fax [phone]
PLANNING - ENGINEERING - CONSTRUCTION MANAGEMENT
April 28, 2006
4�1ui t� 1 2aa6
Pender County Planning Department p
805South Walker Street
Burgaw. NC 28425
RE: Drainage Plan for: Castle >-layne Florist Complex Road Distribution Center
Pender County Parcel ID# 3223-84-1816-000
This will provide certification that the drainage plan prepared by me or under my supervision
complies with the following requirements for the above referenced subdivision and section:
1. The drainage plan includes and provides for storm water runoff of all portions of the
development, including all lots and their open space, recreation areas, streets, access,
parking, proposed or typical structures and other areas.
2. The drainage plan and drainage facilities will accommodate the storm water flow for the
ten year - frequency storm for the above areas without flooding or substantial ponding of
water in these areas.
3. The drainage plan and drainage facilities will accommodate the ten year frequency storm
water discharge from all properties in upland portions of the drainage basin within which this
development is located and other properties that drain to or through this development.
4. The drainage plan and drainage facilities downstream from the point of discharge from this
development to the receipt perennial stream will accommodate the 10 year storm water
discharge from this development and other areas up stream with out overflowing their banks.
5. This development will not:
a. Cause an increase in flooding upstream or downstream during the ten year
frequency storm;
b. A hydraulic and hydrologic analysis has been completed to determine pre -
developed ten year peak discharge and associated water surface elevations
where the storm water enters or leaves the property;
c. The increase in post development over predevelopment discharge for the ten
year frequency storm is less than 10%;
d. The post development peak discharge for the ten year frequency storm is less
than 10% of the peak discharge of the receiving drainage way;
e. This development provides onsite detention of the ten year, 24 hour storm and
there is no increase in the pre -developed peak discharge for the ten year 24 hour
storm at the point of discharge;
Brad Sedgwick, PE Jeff Roney
[e-mail] [e-mail]
1-910-619-9990 1-910-232-0354

Page 2 of 2
f. This development provides onsite detention of the ten year, 24 hour storm and
there is no increase in the pre -developed peak discharge for the ten year 24 hour
storm at the point of discharge, and does not encroach on the drainage way
flood plains; and
g. Wet or dry detention ponds located on the site are designed to safely pass the
100 year, 24 hour storm without overtopping the top of the impoundment or dam.
(Items 1-4 are mandatory and all items In number 5 should be Included in the certification.)
This certification is provided this day 29th of April, 2006 to comply with the requirements of the
Pender County Subdivision Ordinance, Subdivision checklist and specifications contained
therein.
Sincer ly ou ;
Bradford Sedgwick, PE
President
Brad Sedgwick, PE
[e-mail]
1-910-619-9990
000
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Jeff Roney
rone [e-mail]@earthlink.net
1-910-232-0354

State Stormwater Management Systems
Permit No. SW8 050902
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Jesse Phoenix and Castle Hayne Florist Distributors, Inc.
Castle Hayne Florist Complex Road Distribution Center
Pender County .
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "storm water rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until September 23, 2015, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the'nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 49,613 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. There is no allotment for future built -upon
area.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 050902
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres:
Onsite, ft :
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL:
g. Permanent Pool Surface Area, ft2:
h. Permitted Storage Volume, ft3:
i. Temporary Storage Elevation, FMSL
j. Controlling Orifice:
k. Permitted Forebay Volume, ft3:
I. Receiving Stream/River Basin:
M. Stream Index Number:
n. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
1.95
85,000
None
49,613
1.0
4.0
90%
95.0
5,494
4,689
96.8
1.0"O pipe
2,427
Turkey Creek 1 Cape Fear
18-74-54
"CI Sw"
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 050902
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWO. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 1/8 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any' Item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A -copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 050902
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 23rd day of September 2005.
NORTH,GAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for -Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 050902
Castle Hayne Florist Complex Road Distribution Center
Stormwater Permit No. SW8 050902
Pender County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6of7

State Stormwater Management Systems
Permit No. SW8 050902
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
$. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Ren Halt, Pender County Building Inspections
Page 7 of 7

FROM
FAX NO. :
Sep. 09 2005 07:36AM P1
SPrCIAT:V MELTING OF THE SHAREHOLDERS
OF CASTLE HAYNE PLOWER DISTRIBUTORS, rNC.
A special meeting of the Shareholders of CASTI.1 HAYNE FLOWER
DISTRIBUTORS, INC. was=held at the office of the corporation at Wilmington, North
Carolina, at 10:00 a.m. on Juice —, 200L All Shareholders were present and orally
waived notice of said meetino;
Present: Jesse Phoenib
Kirnber Phoenix
Jesse Phoenix served -as chairman of the meeting. Kircher Phoenix was elected
secretary of the meeting. Who purpose of the meeting was to accept the resignations of
Plpnnie Lashin as President and Robert Laskin, Jr. as SeeretaryPl reasurer of the
corporation and to name them replacements.
After a fall and frank discussion of the issues the Shareholders took the
fallowing action:
I . By unanimous vote the Shareho.ldem approved acceptting the resignations
of Bonnie Laskin as President of the corporation and Robert Lashin, Jr. as Secretary/
Treasurer effective immodiately
2. By un.animotls vote the Shareholders apppainted-Jesse-Phocnix President
of the corporation and Kintber Phoenix Secretary/ Treasurer effective inunediately.
KI HUL X, e e ary
J .,SSr? P1lOETdIX, Chairman

FAX NO. : Sep. 09 2005 e7:36AM P2
June , 2000
'To: CASTLE HAYNE FLOWER DISTRIBUTORS, fNC.
'rhe undersigned does hereby tender his resignation as Seerctary/ Treasurer and
'Directar of C'.ast1c Hayne Flower Distributors, Inc. to be effective upon acceptance.
,(A IaAt��j
(SEAL)
V(0)RFA , A

FROM :
FAX NO. : Sep. 09 2005 07:37AM P3
June .2000
To: CASTLE HAYNF. FLOWER DISTRIBUTORS, INC.
The undersigned doeb hereby [endear her resignation as President and Director of
Castle Haync blower Distributors, Inc, to be effective upon acceptance.
��c.a �J �/t �,g3 (SEAL)
RONNiF LAST4.1N

1-5974650803
BUSINESS CORPORATION
ANNUAL REPORT
NAME OF BUSINESS CORPORATION: Castle Havne Flower Distributors, Inc.
FISCAL YEAR ENDING: STATE OF INCORPORATION: NC
SECRETARY OF STATE CORPORATE IDNUMBER: 0257686 FEDERAL EMPLOYER ID NUMBER: 561685067
NATURE OF BUSINESS: Wholesale Flower distributor
REGISTERED AGENT: LASHIN, BONNIE
REGISTERED OFFICE MAILING ADDRESS: 266 Shaw Hwy
Rocky Point, NC 28457
REGISTERED OFFICE STREET ADDRESS: 266 Shaw Hwy
Rocky Point, NC 28457 NEW HANOVER County
SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNA LJRE CONS7'ITUI1 S CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: 2202 Oaklev Rd Tr1r 30
Castle Hayne, NC 28429-4411
PRINCIPAL OFFICE STREET ADDRESS: 266 Shaw Hwy
Rocky Point, NC 28457
PRINCIPAL OFFICERS:
Name:
Name:
Name:
Title:
Title:
Title:
Address:
Address:
Address:
City:
City:
City:
State: Zip:
State: Zip:
State: Zip:
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL BUSINESS CORPORATIONS
FORM MUST BE SIGNED BY AN OFFICER OF THE CORPORATION
DATE
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $20 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Ralcigl-4 NC 27626-0525

�i
N
• U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 200500987 County: Pender U.S.G.S. Quad: Rocky Point
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner:.iessie Pheonix Agent: Paul tllaston
Castle Havne Flower Distributor Spangler Environmental
Address: 262 Shaw Hitzliway 396 1 -11 Market Street RECFJVED
Rocky Point, NC 28457 Wilmington, NC 28403
SEP 16 Z005
Telephone No.: [phone] 1S`w S D (j 9 O
Property description: BY:
Size (acres) 225 Nearest "Town Castle Hayne
Nearest Waterway Turkey Branch River Basin Cane Fear River
USGS HUC Coordinates N 34,3893 W 77.9115
Location description The prop rty is located west of HWY 133 off of Carver Road on Complex Road northwest of
Castle Hayne, Pender Countv, North Carolina.
Indicate Which of the Following Apply:
Based on preliminary information, there may he wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction, To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this deta•mination may he relied upon fora period not to exceed five years from the date of this
notification.
X There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean
T Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination njay be relied upon fora period not to exceed five years from the date of this notifieation.
We strongly suggest you have the wetlands on your property delineated. Due to the sire ol' your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner, For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA.jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years_
X_ The wetlands have been delineated and surveved and are accurately depicted on the plat signed by the Corns
Regulatory Official identified below on _August 18, 2005, Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five vears from the date of this
notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may he relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Mana ement
Act (CAMA). You should contact the Division of Coastal Management in Wilmington, NC at [phone] to
determine their requirements.
Page 1 of 2

.. Action ID: 200500987
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact josh Pelletier at [phone].
Basis For Determination: This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation Manual
and is adjacent to Turkey Branch, a tributary to the Northeast Cape Fear River, a navigable waterway of the United
States.
Remarks:
Corps Regulatory Official:
Date September 8, 2005
Corps Regulatory Official (Initial): er
FOR OFFICE USE ONLY:
Expiration Date September 8, 2010
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
Page 2 of 2

Re: Wetland JD
Subject:.Re: Wetland JD
From: Paul Bartlett <[e-mail]>
Date: Wed, 21 Sep 2005 12:03:02 -0400
To: Brad Sedgwick <bradsedgwick@hotmall. corn>
P.2 of JD being Faxd now. will work on your response to Add info request later
today.
Paul
Brad Sedgwick wrote:
Paul when you made a copy of the JD on the Castle Hayne project I believe you gave
me back two copies of Pages 1 of 2. Would you please check and send me back Sheet
2 of 2 on that set. Thanks. You can fax back to me at 1-910-401-1620 (you need to
dial all the numbers ie 1-910) Thanks Paul
JBS Consulting
Brad Sedgwick, PE
7332 Cotesworth Drive
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Email: bradsedwa,ckC�ho g tma.il_com <mailto:bradsedgwick®hotmail.com>
1 of 1 9/21/2005 12:04 PM

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date:
To:
CO:
FAX
In UAAI A Y31ZQ.
No. Of Pa CS: (excluding cover)
From:
CO: NC DENR
FAX#: [phone]

P. 1
COMMUNICATION RESULT REPORT ( SEP.21.2005 11:49AM
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
----------------------------------------------------------------- 7 -------------------------------
950 MEMORY TX 919104011620 OK P. 2/2
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
Date: I
To:
CO;
FAX
-6 V24, �6 0 �
REMARKS:
FAX COVER STET
No, Of Pa2es: (axel ding cover)
From: imct.J)
CO: NC DENR
FAX#: [phone]
,7wg F'>T'Cx702--
127 Cardinal Drive Extension, VAImIngton, N.C. 29405,3045 Telephone (910) 79&7215 Fax [phone]
An Equal OpparmnIty AMrmatiVe Action Employer

J BS ConsuMng, PA
Sept. 13, 2005
Mr. Paul T. Bartlett, P.E.
NCDENT-DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
7332 Cofesworfh Drive
Wilmington, NC 28405
Phone:[phone]
Fax: [phone]
Email: [e-mail]
RE: Stormwater Project # SW8 050902
Castle Hayne Florist Complex Road Distribution Center
Mr. Bartlett;
RECFTVED
BY : 4
I am in receipt of your September 8, 2DD5 letter requesting additional information on the above
referenced project. Below are our responses to your comments.
rfl'r�Mti� 1. We have been provided minutes of a Special meeting geld in June, 2001 naming
IU la t Jessie Phoenix, President of the Corporation. The client did not realize that this paper
f work had not been filed with the NC Secretary of State.
2. The 34 23'24" N and 77 54'44"W is correct; I have revised the attached page 1 of the
application with this information.
3. The total property area is 5.04 acre and the area that drains to the proposed pond is
/ , r f 6 85,000 sq ff., I have revised the attached page 2 of the application to reflect this
information.
III / r 4. The elevation on the supplement should b 96.8 ft.,
I have revised the attached
supplement form.
I am enclosing the full geotechnical report with this submittal. In light of the fact that
the client is on a tight timeline we have decided to appease DWQ by constructing a
hydraulic barrier between the retention pond and the "wetland" areas. This should
l answer all of your concerns on this matter.
s fie.

r ��
� I
}
.. � �
-'

• Page 2
September 16, 2005
Should you have additional questions please do not hesitate to call me.
erely
Bra Sedgwic , P
Attachment 3 — sets of revised plans
3 — revised Stormwater Management Permit Application Form
3 — revised Wet Detention Basin Supplement

P. 1
* COMMUNICATION RESULT REPORT ( SEP. 0.2005 3:35PM )
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
-------------------------------------------------------------- ----------------------
--------- --
653 MEMORY TX 9-19104011620 OK P. 3/3
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
'FAX COVER SHEET
William C. Ross, Jr., Secretary
Date: 9/8/05 No. of Pages., 3 (Incl. Cover)
To: Brad Sedgwick From: Paul Bartlett
Company: JBS Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050902
Project Name, Castle Hayne Florist
MESSAGE:
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Phoenix, and a copy will be mailed to you.

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
i AlIsY:(014371=1:I'3;1=1 A I
William G. Ross, Jr., Secretary
Date: 9/8/05 No. of Pages: 3 (Incl. Cover)
To: Brad Sedgwick From: Paul Bartlett
Company: JBS Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050902
Project Name: Castle Hayne Florist
MESSAGE:
Brad,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Phoenix, and a copy will be mailed to you.
ENBlptb: S:IWQSISTORMWATERIADDINF012005\050902.sept05
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

�0F WATFRQ Michael F. Easley, Governor
O G William G. Ross, Jr-, Secretary
656 North Carolina Department of Environment and Natural Resources
'r Alan W, Klimek, P.E. Director
Division of Water Quality
September 8, 2005
Mr. Jesse Phoenix, President
Castle Hayne Florist Distributors, Inc.
266 Shaw Hwy.
Rocky Point, NC 28457
Subject: Request for Additional Information.
Stormwater Project No. SW8 050902
Castle Hayne Florist Complex Road Distribution Center
Pender County
Dear Mr. Phoenix:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Castle Hayne Florist Complex Road Distribution Center on September 6, 2005. A preliminary
review of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
1.fi lease provide documentation that Castle Hayne Florist Distributors, Inc. and
111,4 hat you as President are registered with the N.C. Department of the Secretary of
State.
Please clarify the latitude and longitude of Section 1.7. of the application for the
project location. Based on the provided vicinity map, the project appears to be at
approximately 34°23'24°N and 77°54'44 "W.
3 lease clarify the total project'area and drainage area in Sections 111.3 and 111.6 of
P he application. The 5.04,acres appears to be the property area. Based on the
!�l 1 provided "Post Develboment Drainage Map" in the calculations, the drainage
area appears to be approximately 85,000 sa ft. ,/ �!
t/ /' `may u�� _
Please clarify the temporary pool elevation. The supplement list(
ist 96. t and the
Oft,�a calculations 95.8 ft. � , , - 9 .0
5. Please provide the full geotechnical report from ECS so we are able to determine
the boring locations and boring log to confirm seasonal high water table.
Generally the water table is 1 ft or less below the wetland elevation. Drawing C-2
/ illustrates 97 ft to 98 ft elevations at the wetlands abutting the detention pond.
This suggests a water table elevation of 96 ft to 97 ft (vs. the ECS conclusion of
93.5 ft to 95 ft) adjacent to the detention pond with a permanent pool at an
elevation of 95 ft. As we discussed in the pre -application meeting, the
permanent pool needs to be above the seasonal high water table to both protect
the wetlands and provide temporary pool storage capacity. Otherwise, the
options discussed included popH 7 lifers and slurry walls.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer servlcel-877-623-6748
Wilmington Regional office Wilmington, NC 26405-3845 FAX [phone] Internet: h2o.enr.state.nc.us One
NonhCarollina
An Equal OpportunitylAffirmative Action Employer— 50% Recyded110% Past Consumer Paper Natl(f ally

Mr. Jesse Phoenix, President
September 8, 2005
Stormwater Anolication No. SW8 050902
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to September
15, 2005, 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 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 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].
Sincerely,
Paul T. Bartlett, P.E.
Environmental Engineer
ENBlptb: S:IWQSISTORMWATERIADDINF0120051050902.sept05
cc: Brad Sedgwick, P.E.,.JBS Consulting
Paul Bartlett
Page 2

Castle Hayne Florist
;ubject: Castle Hayne Florist
From: "Brad Sedgwick" <[e-mail]>
Date: Thu, 15 Sep 2005 13:46.42 -0400
To: [e-mail]
Please see attached letter
JIBS Consulting
Brad Sedgwick, PE
7332 Cotesworth Drive
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Email: bradsedgwick(abhotmail.com
C
9-15-05 Letter to Barlett.pdfontent-Type: application/pdf
Content -Encoding: base64
1 of 1 9/16/2005 9:44 AM

` AS ConsuMng, PA
Plc rIiQ519neei aCcrd clinMan4pTent
September 15, 2005
7332 Cotesworth []rive
WOmtngton. NC 28405
Phone: [phone]
Fax:,910-401-1620
Email: [e-mail]
North Carolina Department of Environmental and Natural Resources
Division of Water Quality
'127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Attention: Mr. Paul Bartlett, PE'
RE: Stromwater Project No. SW8 050902
Castle Hayne Florist. Complex Road Ustribution Ceiter
PenderCounty
Deor Paul:
This letter isto request a time extension on the'above named fast track permit review. We
received your comment letter dated September 8, 2005 on September 9, 2005. we are, in the
process of formulating our responses at this time. Due to the hurricane we are a couple of
days behind schedule.
I would appreciate a cal from you to setup a quick meeting between you and I to discuss
your Item Number 5 on the comment letter. The meeting should require no more than' ten
minutes. Please call me as soon as you are able. I am meeting the Owner on site tomorrow
morning at.8.am.;Any time after that or the first partof next week -will be great.
Sin rely,
Bradford Sedgwick, PE
President

!f 5 2�
Ch��_��� of � `�'��r'� �' � _.��

ENGINEERING CONSULTING_ SERVICES, LTD.
Geotechnical o Construction Materials o Environmental
August 24, 2005
Mr. Brad Sedgwick, P.E.
TBS Consulting, PA
7332 Cotesworth Drive
Wilmington, North Carolina 28405
Re: Report of Subsurface Exploration and Geotechnical Engineering Evaluation -Addendum
Castle Hayne Flower Distribution Inc.
Pender County, North Carolina
ECS Project No.: 22.11490
Dear Mr_ Sedgwick, P.E.:
Engineering Consulting Services, Ltd. (ECS) has previously performed and reported a subsurface
exploration for the subject site. ECS has been requested to provide pavement recommendations and
seasonal high water levels for the proposed site. This letter presents our recommendations.
Pavement Recommendations
Based on the information provided to us, we understand that the pavement for the parking lot will consist
of compacted ABC stone. Before placing ABC stone, loose and yielding areas should be identified by
proofrolling the exposed subgrades, if site and subsurface conditions allow, with an approved piece of
equipment, such as a loaded dump truck, having a single -axle weight of at least 10 tons. Any soft or
unsuitable materials - identified during proofrolling operations should be either repaired in -place or
removed and replaced with an approved backfill placed and compacted in accordance with
recommendations of this report. Undercutting will likely be required and should be verified during
subgrade evaluation.
Once the subgrade has been approved, we recommend that at least eight inches of ABC stone should be
placed on the subgrade. The ABC stone should then be compacted to a minimum of 100 percent of the.
soil's modified Proctor (ASTM D 1556) maximum dry density.
Regardless of the section and type of construction utilized, saturation of the subgrade materials and
asphalt pavement areas results in a softening of the subgrade material and shortened life span for the
pavement. Therefore, we recommend that both the surface and subsurface materials for the pavement be
properly graded to enhance surface and subgrade drainage. By quickly removing surface and subsurface
water, softening of the subgrade can be reduced and the performance of the parking area can be improved.
Site preparation for the parking areas should be similar to that for the building area including stripping,
proofrolling, and the placement of compacted structural fill.
RECEIVED
S E P 0 0 Z005
S� 8 ©;9L
.
BY:
7211 Ogden Business Park • Suite 201 - Wilmington, NC 28411 • [phone] • Fax [phone]

Report of Subsurface Exploration and Geotechnical Engineering Evaluation -Addendum
Castle Hayne Flower Distribution Inc.
Pender County, North Carolina
ECS, Ltd. Project No.: 2.2.11490
Please note that. large, front -loading trash dumpsters frequently impose concentrated front -wheel loads on
pavements during loading. This type of loading typically results in rutting and failure of the ABC stone.
Consequently, we recommend the use of an eight inch thick, mesh reinforced concrete slab that extends
the entire length of the truck. Concrete pavements should be properly jointed and reinforced as needed to
help reduce the potential for cracking and to permit proper load transfer.
Seasonal H1gh Ground Water Observations
Based on our review of the groundwater observations and our visual classifications of the soil sample
recovered during drilling exploration, we estimate that the seasonal high water table for the site ranges
between elevations of 935 to 95 feet.
Seasonal high groundwater conditions can vary across the site due to naturally occurring soil type and
because of the surface topography.
We appreciate the opportunity to be of service to you during the design phase of this project and look
forward to our continued involvement during the construction phase. If you have any questions
concerning the information presented in this letter, please contact us at [phone].
Respectfully submitted,
ENGINEERING CONSULTING SERVICES, LTD.
w 61_�
Winslow E. Goins, E.I.
Project Manager
Walid M. Sobh, P.E.
Principal Engineer
North Carolina License No. 22983

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Projection is UTM Zone 18 NAD83 Datum
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M=-9.034
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http://www.topozone.com/print.asp?z=l 8&n=3 809246.99894293 &e=232249.999746492&s
9/7/2005

JBS ConsuNng,
September 5, 2005
Paul Bartlett, PE
Rob Gorden, PE
NCDENR— DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Castle Hayne Flower Distributors, Inc.
Fast Track Stormwater review
Dear Sirs:
7332 Co►esworth Drive
Wilmington, NC 28405
Phone: [phone]
Fax:[phone]
Email: Brod5edgwick®Hotmail.com
Pau t b-j V
q (9
POJ
$-q , boo 5vL V
k-J
use_ e, CeY L
�]
.P�
Based on our preliminary meeting on August 22, 2005 we have prepared this review package
for your use in reviewing the above named project. Usted below are the items that we are
submitting.
1. One original & one duplicate of the permit application
2. One copy of the applicable supplement BMP form
3. Payment was already made when the S&E permit was submitted
4. Two copies of the detailed narrative
5. Two copies of the plans (Sheets 1 and 2)
In addition to the "normal' submittal items I have included the follow supplemental items.
1. Copy of a letter from our Geotechnical consultant with verbiage concerning the "seasonal
high water table" opinion.
2. Copy of the "wetland" plat that was submitted to the US Army COE. Obtaining the "JD" on
this project has been delayed due to Jennifer Fry being on maternity leave.
We trust that this information we provide you with enough data to provide us with a favorable
review and permit for this project. Should you have any questions please do not hesitate to
call. 1-910-6 19-9990
relkSe
Bradforgwick,
President

ATA (3/6
v l � J,e NCDENR
North Carolina Department of Environment and Natural Resources
7 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permits). W'X-412A,
FAX or email to Cameron. Weav_er(c7ncmail.net along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior a�rrngements are made.
6,
APPLICANT Name_ Mr. Jessie lox
Company _Castle Hayne Flower Distributors
Address _262 Shaw Highway CityiState_Rocky Point Zip_28457_ County_Pender_
Phone [phone] Fax [phone] Email
PROJECT Name Castle Hayne Flower Distributor Complex
PROJECT LOCATED IN Turkey Creek 1 Cape Fear RIVER BASIN
ENGINEER/CONSULTANT Brad Sedgwick, PE
Company _JBS Consulting, PA
Address _7332 Cotesworth Drive CitylState_Wilmington Zip-28405_County—New Hanover
Phone—l-910-619-9990 Fax-1-910-401-1620 Email ^[e-mail]
❑ STREAM ORIGINATION CERTIFICATION, Stream Name
X STORMWATER ❑ Low Density X High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
X LAND QUALITY X Erosion and Sedimentation Control Plan with 1.94 acres to be disturbed.
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) ❑Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LQS $
401 $
Total Fee Amount $

AS Consvffing, PA
P&ri-g l:1 #ie&i-g COrdruc 0n tVa'1 Wrerlt
August 15, 2005
Cameron Weaver
One-Stop/Express Permitting Coordinator
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Castle Hayne Flower Distributors, Inc.
Fast Track Permit Request
Dear Cameron:
7332 Cotesworth Drive
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Email: BradSedgwick®Hotmoll.Com
Attached is a fast track permit application for the above named project. At this time we are
requesting fast track review for Storm Water and a S&E Permit, The 401;permitting is being handled
by another consultant.
trust I have filled out the form properly this time.
Should you have questions please call. Thanks for your help.
ly,
Brad ord Sedgwick, PE
President
Attachments: Fast Track Request Form
Project Narrative
AUG 1 5 NO

COMPLEX ROAD DISTRIBUTION CENTER
FOR
CASTLE HAYNE FLORIST DISTRIBUTORS, INC.
Rocky Point, NC
Pender County
August 12, 2005
DESIGN NARRATIVE
Existina Site I N
stEYS ON KALL C�y�FS ��P~ wiNch ' r
Castle Hayne Florist
Distributors, Inc. is o T.200 2,400 NC NWY,33
proposing the A x G:�Pro Locatl
development of a B LL µµ ,soft o 0
warehouse FOREST IS
D a G $ Sp400 Oq k+
distribution center STILL WATE
A BUTTONWOOD CT 4iy O z WpLNUi 4
on a 5.04 acre tract sR4ryC,
of land, located in s�� v OAKS p19
l gp 4T
Pender County on rp R% m roN0
the' 'east side of @R 4� M�N£L CA,Rp �yAN01N06R SU RTIMECT H4R75
Complex Road. The I- "TON AUTIM CT NDERLN
S ASE LNIT
property has EBELAIRCT 40 MESTLEY cr P T£ O T £L CT D O E NECK RD
approximately 244 A, WGOOSENECK RD
p „ SWANN CT
feet of frontage on a �� x a= "TaL L'
Comex -Road; l the y' 0 MERCANSERLP 117
adjacent properties
are undeveloped
and also zoned 1-1, the same as the project site. Because the existing vegetation on the
undeveloped site is up of immature trees and under story growth, it is apparent that the site
has been cleared in
the past. Trees like
Longleaf pines, red
maple, sweet gum,
water oak and
under story of red
bay, sweet bay,
fetterbush, sweet
pepperbush and
switch cane are
vegetation that
would be typical in
this area. The
Pender County
SCS Soil Survey
indicates that the
property's soil is

Grifton loamy fine sand (Gt). Grifton loamy fine sand is a poorly drained soil with medium to
,� e` -.�..c "l3'. 1, fi•;, •-' r,- E..
ti slow permeability,
' -"s `� ,rd �•` `ar. ;�. t1; `1nt' A I, �s�` the high water
''•i°"•s, ii v�yl{ir+.�9.ri.:t"� s1SArti. tabeis at_or_near
r V, mi S the su face=
'li "1�:i x.i t' �f`,.,�- ± .r . } r f:(�i l r• 11 i` a�'-�i-'.r,''`` r .-j:��Y�:'• r}'r,,rs ,h.l o,r1 Welands Have
L� 1r +.7f •!hr, trF�anst S � } } .l 4'-
{ l 4,
s7 oc -r r '26
A �
K � i� �s'fy ?'� • � n� to ,�""�, .r�4 a i '�t y�
been identified on
��roperty.
The
prop6rty'is ocated
r,
in a basin that
drains to Turkey
Creek, which_ is y
.?,
within the Cape
-
Fear RiveLBas_.in
�•-
and is a classified
"
C, SW. The
classification is
.;
dated 04/01/1959
and the index # is
e} r Q
18-74-54.
0
Proposed Improvements
The proposed development will consist of a warehouse building, gravel access drives and
parking, the necessary utilities and a stormwater management system. An on site well will
provide water service for the site, sewer services will be on -site septic. The site will be
accessed from Complex Road at one location. A total of 12 parking spaces, 6 concrete paved
and 6 gravel parking spaces, are provided to serve the warehouse build�. The proposed
impervious areas will be 12,500 sq.ft. of building, 33,434 sq.ft. of gr e`f-drives and parking,
3,679 sq.ft. of concrete, making the total built upon area 49,613 sq.ft , 22.6% the 5.04 acre
total property area.
NCDENR requires that a BMP be provided to remove stormwater pollutants (treatment)
additionally Pender County requires that the Storm water runoff from the developed site from a
10-year storm event is no more that a 10% increase of the10-year storm events peak discharge
from the same site prior to development. Both the treatment and the pre/post attenuation will be
accomplished in the same BMP. The project's stormwater runoff will flow overland or be
captured in swales and transported_to_a_detention_pond. located toward the rear of the
developed areas. The proposed detention pond's permanent pool elevation is 95,the bottom
elevation is 91 and the top elevation is 97. An overflow structure is provided to discharge
excess stormwater to an existing ditch at the westerly property line through a 15" RCP. The
overflow structure is configured to return the 1" treatment volume of 4801 cuft to the 95
permanent pool elevation iff- .46 days with the use of a 1" orifice set at elevation 95. The 10
and 25 year storms are controlled by the same overflow structure with a 0.51 foot wide weir slot
set at elevation 96 and the 50 and 100 year storms are allowed to discharge the overflow
structure's emergency overflow at elevation 96,50.

COMPLEX ROAD DISTRIBUTION CENTER
FOR
CASTLE HAYNE FLORIST DISTRIBUTORS, INC.
Rocky Point, NC
Pender County
August 12, 2005
Table of Contents
March 28, 2005
DESIGN NARRATIVE
Existing Site
Proposed Improvements
Post Developed Basin Maps
Post -Developed Stormwater Storage Calculations
1" Treatment Volume Calculations

A��
NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review 5�4
FILL-IN all information below and CHECK required Permit(s).
FAX or email to Cameron. Weaver(a�ncmail.net along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name_ Mr. Jessie Pheniox
Company Castle Wayne Flower Distributors
Address_262 Shaw Highway City/State—Rocky Point Zip_28457_ County_PenderT
Phone [phone] Fax [phone] Email
PROJECT Name Castle Hayne Flower Distributor Complex
PROJECT LOCATED IN Turkey Creek 1 Cape Fear RIVER BASIN
ENGINEERICONSULTANT Brad Sedgwick, PE
Company _JBS Consulting, PA
Address_7332 Cotesworth Drive City/State_ Wilmington Zip_28405_County—New Hanover
Phone-1-910-619-9990 Fax,1-910-401-1620 Email—[e-mail]
❑ STREAM ORIGINATION CERTIFICATION; Stream Name
X STORMWATER ❑ Low Density X High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
X LAND QUALITY. X Erosion and Sedimentation Control Plan with _1.94 acres to be disturbed.
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) ❑Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LQS $
401 $
Total Fee Amount $

AS Consuffing, PA
FIcrrixj Bng'leErt'>g, CaAkcfK)n MarICu9r1' ent
August 15, 2005
Cameron Weaver
One-Stop/Express Permitting Coordinator
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Castle Hayne Flower Distributors, Inc.
Fast Track Permit Request
Dear Cameron:
7332 Coiesworth Drive
Wilmington, NC 284005
Phone: 91 D-619-9990
Fax: [phone]
Email: BradSedgwickQHotmdl.com
Attached is a fast track permit application for the above named project. At this time we are
requesting fast track review for Storm Water and a S&E Permit. The 40hpermitting-is being handled
by another consultant.
I trust I have filled out the form properly this time.
Should you have questions please call. Thanks for your help.
ly,
Brad ord Sedgwick, PE
President
Attachments: Fast Track Request Form
Project Narrative
� TED
AUG 1 5 " 005

COMPLEX ROAD DISTRIBUTION CENTER
FOR
CASTLE HAYNE FLORIST DISTRIBUTORS, INC.
Rocky Point, NC
Pender County
August 12, 2005
DESIGN NARRATIVE
Existing Site
Pa
R,,rTpHxA�LCT'Y,�F
�'1T
Castle Hayne Florist
Distributors, Inc. is
D 12"
2.40D
NCHwY133
proposing the
C:=3Pro Locati
development of a
o
warehouse
FOREST Ls D
a c
w
sNqOOW aA
h7[
distribution center
STILL WATE
T
f
p
on a 5.04 acre tract
P euTTDNWOOD CT
4r5
O�
O Z
w4[N UrgRaNCN
of land, located in
Art
sVM
v
Q
;
D4ks'�N
Pender County on
"A
P
Rio
m
Ar roNO
the east side of
6R m``vCyF[
[H RD
itLAKpIµGDR SU TIME CT ARTS
Complex Road. The
yTOh
K
CT
NDERLN
property has
�EBELAJRU RO
sr[EYCr
wv r{
g ASELUM
EL CT
DRAKE CT
SE NECK RD
approximately 244
P 4
p
��G WGOOSENECKRD
feet of frontage on
a
x
SWAXN CT
a? AIL L°
Complex Road; the
g�
y'
g
MERGANSER LP
"'
adjacent properties
are undeveloped
and also zoned 1-1, the same as the project site. Because the existing vegetation on the
undeveloped site is up of immature trees and under story growth, it is apparent that the site
has been cleared in
the past. Trees like
Longleaf pines, red
maple, sweet gum,
water oak and
under story of red
bay, sweet bay,
fetterbush, sweet
pepperbush and
switch cane are
vegetation that
would be typical in
this area. The
Pender County
SCS Soil Survey
indicates that the
property's soil is

Grifton loamy fine sand (Gt). Grifton loamy fine sand is a poorly drained soil with medium to
slow permeability,
the high water
- x table is at or near
surface.
Wetlands have
r r,,f , �; i � been identified on
�.�----- --- �E..r' the property. The
A n -
SF, -=o` property is located
in a basin that
,wain ye�liUJ3`s:"
:A;�,.t ���-,� .� .� `F ,ate � •. ;• �.,,, a. r �. :�: drains to Turkey
r1" '`� Creek, which is
within the Cape
Fear River Basin
and is a classified
— P .'rod ,� :.. , .f,LjsF `,`�ira;SM t( J•=.T•.'l,„. " ,7 a ,i _'°:'' C, SW. The
," ,�„ meµ:"„' ��t� '�'"`.• �'� s.+-`f � ��. i -�f f�'? k fit; �.�'';�� classification 15
�s►;Ia dated 04/01/1959
re' R rt
:; _,_ and the index # is
18-74-54.
Proposed„ Improvements
The proposed development will consist of a warehouse building, gravel access drives and
parking, the necessary utilities and a stormwater management system. An on site well will
provide water service for the site, sewer services will be on -site septic. The site will be
accessed from Complex Road at one location. A total of 12 parking spaces, 6 concrete paved
and 6 gravel parking spaces, are provided to serve the warehouse building. The proposed
impervious areas will be 12,500 sq.ft. of building, 33,434 sq.ft. of gravel drives and parking,
3,679 sq.ft. of concrete, making the total built upon area 49,613 sq.ft., 22.6% of the 5.04 acre
total property area.
NCDENR requires that a BMP be provided to remove stormwater pollutants (treatment)
additionally Pender County requires that the Storm water runoff from the developed site from a
10-year storm event is no more that a 10% increase of thel0-year storm events peak discharge
from the same site prior to development. Both the treatment and the pre/post attenuation will be
accomplished in the same BMP. The project's stormwater runoff will flow overland or be
captured in swales and transported to a detention pond located toward the rear of the
developed areas. The proposed detention pond's permanent pool elevation is 95, the bottom
elevation is 91 and the top elevation is 97. An overflow structure is provided to discharge
excess stormwater to an existing ditch at the westerly property line through a 15" RCP. The
overflow structure is configured to return the 1" treatment volume of 4801 cuft to the 95
permanent pool elevation in 3.46 days with the use of a 1" orifice set at elevation 95. The 10
and 25 year storms are controlled by the same overflow structure with a 0.51 foot wide weir slot
set at elevation 96 and the 50 and 100 year storms are allowed to discharge the overflow
structure's emergency overflow at elevation 96.50.

�.. •
,, -. f; ., � � .. . .._ � is

NCDENR
STORMWATER CALCULATIONS
AND SUPPORTING DATA
COMPLEX ROAD DISTRIBUTION CENTER
FOR
CASTLE HAYNE FLORIST DISTRIBUTORS, INC.
Rocky Point, NC
Pender County
August 12, 2005
Prepared for:
Castle Hayne Florist Distributors, Inc.
27 Complex Road
Rocky Point, NC 284xx
Prepared by:
JBS Consulting
7332 Cotesworth Dr.
Wilmington, NC 28405

COMPLEX ROAD DISTRIBUTION CENTER
FOR
CASTLE HAYNE FLORIST DISTRIBUTORS, INC.
Rocky Point, NC
Pender County
August 12, 2005
Table of Contents
March 28, 2005
DESIGN NARRATIVE
Existing Site
Proposed Improvements
Post Developed Basin Maps
Post -Developed Stormwater Storage Calculations
1" Treatment Volume Calculations