SW8030417_HISTORICAL FILE_20060310

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 030"k-\
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
200tp 0310
YYYYMMDD

, ;:
Michael F. Easley, Govemor
William G. Ross Jr., Secretary
Noah Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 10, 2006
Mr. William B. Fuller, Jr., Managing Member
F & B Investment Group, LLC
371 North Front Street
Wilmington, NC 28401
Subject: Stormwater Permit No. SW8 030417 Modification
Lot 9 & 10 Island Park - Fuller Commercial Building
High Density Project
New Hanover County
Dear Mr. Fuller:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Lot 9 & 10 Island Park - Fuller Commercial Building on March 3, 2006. Staff
review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 030417 Modification dated March 10, 2006, for the construction of
the subject project.
This permit shall be effective from the date of issuance until March 10, 2016, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements In this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Robert Gordon, or me at [phone].
Sincerely,
ZhLl
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/rdg: S:\WQS\STORMWAT\PERMIT\030417mod.mar06
cc: Phil Norris, PE, Norris, Kuske & Tunstall
Tony Roberts, New Hanover County Building Inspections
Beth E. Wetherill, New Hanover County Engineering
Robert Gordon
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748
Wilmington Regional Off -ice Wilmington, NC 28405 Fax [phone] Internet: tet+'w.ncwateroualitl'.org
NonhCarolina
Alaturally
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 030417 Modification
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
Mr. William B. Fuller Jr. & F & B Investment Group, LLC
Lot 9 & 10 Island Park - Fuller Commercial Building
Barbados Road, Castle Hayne - New Hanover 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 "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date'of issuance until March 10, 2016, 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 87,490 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. The built -upon area for the future
development is limited to 8,800 square feet.
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 030417 Modification
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:
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
3.09
134,600
0
87,490
1
6.0
90
23.0
9,890
9,953
23.9
1.5"0 pipe
7,323
NE Cape Fear River / Cape Fear
18-74-(47.5)
"B;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 030417 Modification
Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. 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.
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.
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.
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 030417 Modification
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.
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.
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.
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 10th day of March, 2006.
NORTFJ.CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
rvr /'Nall vv. r\IIII UN, r .L., ✓II UVLVI
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 030417 Modification
Lot 9 & 10 Island Park - Fuller Commercial Building
Stormwater Permit No. SW8 030417 Modification
New Hanover County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the 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 6 of 7

State Stormwater Management Systems
Permit No. SW8 030417 Modification
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.
6. 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
Tony Roberts, New Hanover County Building Inspections
Page 7 of 7

NKT #05175
Date Received
Fecp-id
Nun
�IL
rv.vc����cA 3���OCo
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.
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
F & B Investment GrouD. LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
William B. Fuller, Jr. Managing Member
3. Mailing Address for person listed in item 2 above:
371 North Front Street
State: NU
Telephone Number:
Lip: Lt34U'I
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Lot 9 & 10 Island Park — Fuller Commercial Building Modification
5. Location of Project (street address):
On east side of Barbados Boulevard in Island Park
City: Castle Hayne County: I
6. Directions to project (from nearest major intersection):
Exit off 1-40 at Holly Shelter Road. Travel east on Holly Shelter Road to Barbados Boulevard.
Site is on east side of Barbados Boulevard.
7. Latitude: 340 20' 41" Longitude: 770 52' 43" of project
8. Contact person who can answer questions about the project:
Name: J. Phillip Norris, P.E. Telephone Number: [phone]
11. PERMIT INFORMATION
1. Specify whether project is (check one):
New Renewal X Modification
Form SWU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
Existing permit number SW8 030417 And its issue date (if known) June 16, 2003 —
3. Specify the type of project (check one):
Low Density X High Density _Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit — NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
111. PROJECT INFORMATION
In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Retention Pond.
2. Stormwater runoff from this project drains to the
3. Total Project Area: 3.09 AC
5. How many drainage areas does the project have?
Cape Fear River Basin.
it
4. Project Built Upon Area: 65 %
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
j I I I[, �14 T �Jl
Receiving Stream Name
LIT NE Cape Fear Ri ver
Receiving Stream Class
B, SW
Drainage Area
3.09 AC / 134,600 SF
Existing Impervious * Area
1.106 AC 148,174 SF
Proposed Impervious* Area
0.903 AC 139,316 SF
% Impervious* Area (total)
65.0%
llrhkrvi ­'* S­
mas , dHifceAiea�
ramage Area ;
�ina CAf6ir2l
On -site Buildings
0.578 AC 125,190 SF
On -site Streets
0
On -site Parking (Paved & Gravel)
1.198 AC 152,174 SF
On -site Sidewalks
0.030 AC / 1,326 SF
Other on -site (Future)
0.202 AC 18,800 SF
Off -site
0
Total: 2.008 AC / 87,490 SF
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

How was the off -site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than 87,490 square feet ofany lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include
wood decking or the water surface ofswimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state .stormwater management permit modification
prior to construction.
5. All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will nrn with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for
the status and availability of these forms.
Form SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

T,
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. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable supplement form(s) for each BMP
• Permit application processing fee of $4-2"payable to NCDENR)
• Detailed narrative description of Stormwater treatment / management
• Two copies of plans and specifications, including:
- Development / Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property / project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
Vll. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
J. Phillip Norris, P.E.
Designated agent (individual or firm): Norris, Kuske & Tunstall Consulting Engineers, Inc.
Mailing Address:
City: Wilmingt
Phone: (910)
Vill.
902 Market Street
343-9653
APPLICANT'S CERTIFICATION
Fax:
State: NC
343-9604
Zip: 28401
L (print or type name of person listed in General Information, item 2) William B. Fuller, Jr., Managing Member
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 15A NCAC
2H.1000. - I
Signature:
Form SWU-101 Version 3.99 Page 4 of 4
Date: It oZ eZ / 0 S

'* * * COMMUNICATION RESULT REPORT ( MAR.13.2006 4:04PM ) * * *
P. 1
FILE MODE OPTION
---------------------------
414 MEMORY TX
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
------------------------------------------------- ----
93439604 OK P. 3/3
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
DateA6&6
.�_
CO:
�'►�.� i
REMARKS:
FAX COVER SHEET
No, Of Pa yes,
From:
CO:
FAX#: 91 - S -2004
127 Cardinal Drive Extension, R TIminOtnn, N.C. 28405.3845 Telephone [phone] Fax (910) 35&2004
An Equal oppareunity AlMrmetive Action Employer
Lot 9 & I islanu r-atn
High Density Project V
New Hanover rmantu

NORRIS, KUSKE & TUNSTALL John S. Tunstall, P.E. J. Phillip Norris, P.E.
Kent P. Harrell, P.E. John A. Kuske, III, P.E.
CONSULTING ENGINEERS, INC. James T. Pyrtle, P.E. J.A. Kuske, P.E.
902 Market Street • Wilmington, NC 28401 A733 • Phone [phone] • Fax [phone]
E-Mail: [e-mail]
LETTER OF TRANSMITTAL
11 To: Rob Gordon 11 Date: March 10, 2006 B Job No. 05175 11
11 NC DENR - Wilmington 11 subject: Lots 9 & 10 Island Park 11
11 11 Fuller Commercial Building Modification 11
WE ARE SENDING YOU VIA HAND DELIVER
❑ ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ® PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
El
COPIES DATE NO.
2 03-10-06 R2 I C3 - Details and Notes
Barbados Boulevard
FAX TRANSMITTAL: NUMBER OF
INCLUDING THIS TRANSMITTAL
Call 910-343-9653 if you have any difficulty
receiving this message.
II® AS REQUESTED ❑ FOR REVIEW AND C ® FOR APPROVAL
❑ FOR YOUR USE ❑ FOR BIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS:
Revised plans per your request for the trash rack size. If you need anything else, please let us know.
Thank you.
CC: SIGNED J. Phillip Norris, P.E. / asn
CONFIDENTIAL AND PRIVILEGED: Information contained in this document is privileged and confidential, intended for the sole use of the
addressee. If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination,
distribution or copying of this document is strictly prohibited. If you have received this document in error please immediately notify the sender and
return to the address above.

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
March 3, 2006
Mr. Robert D. Gordon, Environmental Engineer II
NC DENR
Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Lot 10 Island Park — Fuller Commercial Building
Review Comments
NKT Project No. 05175
Dear Mr. Gordon:
We are responding to your comments of February 28, 2006 as follows:
1. The forebay elevation has been changed on the detail.
2. Additional spot elevations have been added.
3. A note has been added concerning the roof drains.
4. The trash rack detail has been corrected.
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
5. The application has been modified to break out the gravel and the future development.
6. We have no problems modifying the name of the stormwater project. The application has
been changed.
We are enclosing two (2) copies of the revised plans and the revised permit application pages for
your continued review and approval. Please contact us if you have any further questions or
comments. Thank you for your assistance on this project.
Sincerely,
NORRIS, KUSKE & TUNSTAI
CONSULTING ENGINEERS, I
J Ph
JPN/asn
05175 03-03-06-s-sw response-Itr
cc: William Fuller
r��R o 8 goo6
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

* * * COMMUNICATION RESULT REPORT ( FEB.2a.2006 12:14PM ) * * *
P. 1
FILE MODE
141 MEMORY TX
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
--- ------------------------------------------
93439604 OK P. 3/3
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
FAX COVER SHEET
Date: February 28, 2006 No. of Pages: 3
To: Phil Norris, PE From: Robert Gordon
Express permitting section
Company: Norris, Kuske & Tunstall Phone # [phone]
FAX #: [phone]
DWQ Stormwater Project Number: SW8 030417 Modification
Project Name: Lot 10 Island Park -Fuller Commercial Building
MESSAGE:
Attached is the request for additional information for Lot 10 Island Park - Fuller
Commercial Building. The original will be mailed to the applic ntand a copy will
also be mailed to you. Please call K you have any questions.
=> Please consider modifying the name of the (stormwater) project. The
original permit is being modified, so the name should reflect both sites.
Lot 10 is only one of the sites.

FAX COVER SHEET
Date: February 28, 2006 No. of Pages: 3
To: Phil Norris, PE From: Robert Gordon
Express permitting section
Company: Norris, Kuske & Tunstall FAX # [phone]
FAX #: [phone] Phone # [phone]
DWQ Stormwater Project Number: SW8 030417 Modification
Project Name: Lot 10 Island Park - Fuller Commercial Building
Pit**y_[r]=A
Attached is the request for additional information for Lot 10 Island Park - Fuller
Commercial Building. The original will be mailed to the applicant and a copy will
also be mailed to you. Please call if you have any questions. Thanks.
Please consider modifying th na of the (stormwater) project. The
original permit is being modifi so the name should reflect both sites.
Lot 10 is only one of the sites.

W ATFR
'1
February 28, 2006
Mr. William B. Fuller, Manager
F&B Investment Group, LLC
371 North Front Street
Wilmington, NC 28401
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Subject: Request for Additional Information
Stormwater Project No. SW8 030417 Modification
Lot 10 Island Park - Fuller Commercial Building
New Hanover County
Dear Mr. Fuller:
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for Lot
10 Island Park - Fuller Commercial Building on February 17, 2006. 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. The forebay bottom elevation showrV/nthe detail is not consistent with the contours
and the supplement.
2. Please show a few additional spot Velevons on the rear gravel area that clearly show
all runoff being directed to the inlet contours clearly show all runoff flowing to the
pond, but runoff must flow to the in
ke sure it gets to the forebay.
3. Please add a note indicating all roof illbe directed to the pond (forebay)
4. Please specify a maximum trash rack ope .ng of 4", not 6.
5. Please break out the gravel and fut development areas separately on the
application.
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 March 10, 2006, or the
application will be returned as incomplete. The return of a project will necessitate resu bmittal 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.
Nor[hCarolina
Naturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405 Fax [phone] Internet: www.ncwaternualitvorg
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

Lbt 10 Island Park — Fuller Commercial Building
February 28, 2006
Stormwater Permit # SW8 030417 Modification
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,
�Jap
Robert D. Gordon
Environmental Engineer II
ENB/RDG: S:\WQS\STORMWATERWDDINFO\2006\030417modfeb28
cc: Phil Norris, PE, Norris, Kuske & Tunstall
Robert D. Gordon

TopoZone - The Web's Topographic Map Page I of 1
r gnl3ss -ftAaftkc
�- n r •,
,
n
r
y M
r ,
J � i ,
ki
0 0.1 0.2 0.3 0.4 0.5 km
M*
0 0.09 0.18 0.27 0.36 0.45 mi
Map center is 340 20' 41"N, 770 52' 4XV (WGS84/NAD83)
Castle Hayne quadrangle M=-9.037
Projection is UTM Zone 18 NAD83 Datum G=-1.625
http://www.topozone. com/print. asp?z=18 &n=3 804133.81984513 &e=235204.344016908&... 2/28/2006

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
February 16, 2006
Mr. Cameron Weaver, Express Review Coordinator
NC DENR / Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC. 28405-3845
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E_
J.A. Kuske, P.E. of Counsel
("�pieS5 4J1et,�
t��b
h/1oA ��go3o`bli
�—o
Re: State Stormwater Permit Express Review Submittal $ 1 �D O
Lot 10 Island Park —Fuller Commercial Building Modification
New Hanover County, NC
NKT Project No. 05175
Dear Mr. Weaver:
V 3 t1 -1 �` �
Enclosed are two (2) sets of plans for the subject project, one (1) drainage area basin
delineation plan, one (1) set of calculations, one (1) copy of the stormwater narrative,
one (1) copy of the Articles of Organization, one (1) copy of the previously approved
State Stormwater Permit No. SW8 030417 dated June 16, 2003, the original Division of
Water Quality Stormwater Management Permit application, the original SWU-102
supplement form, and a $4,000.00 check for the express permit review fee.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
NORRIS, KUSKE, & TUNSTALL
CONSULTING vW �ENGINEERS, INC. V
J. hillip Norris, P.e.
JPN/asn
05175 02-16-06-s-sw express-Itr
Enclosures
cc: William B. Fuller, Jr.
RECEIVED
FEB 1 7 2006
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
LOT 10 ISLAND PARK
NEW HANOVER COUNTY, NORTH CAROLINA
For
F & B Investment Group, LLC
371 North Front Street
Wilmington, NC 28401
[phone]
Prepared by:
NORRIS, KUSKE & TUNSTALL CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
E-mail: [e-mail]
NKT Project No. 05175

NARRATIVE
DESCRIPTION:
The project site is a 1.10 acre tract located on the east side of Barbados
Boulevard in Island Park in New Hanover County. The soils of the site consist of
moderately wooded, sandy, clay topsoil and grades ranging from 0.5% to 1.0%.
Approximately 1.62 acres will be graded to allow construction of a new commercial
building with paved parking and paved access. The runoff from the site is estimated
using the rational method 10-year design storm and rainfall data for the area.
Construction is scheduled to begin as soon as all permits and approvals are obtained.
EROSION CONTROL MEASURES:
The attached plans and specifications outline the requirements for erosion
control measures. Silt fencing will be provided along each side of the entrance drive
where stormwater would be expected to sheet flow from disturbed areas directly to
adjacent property. Gravel check dams will not be provided unless the Contractor has to
temporarily discharge into an open ditch instead of the proposed storm drain outfall.
The detention pond will be used as a silt basin during construction and restored to its
design contours prior to completion. A gravel construction entrance will be constructed
at the entrance. Maintenance will be provided by the grading contractor and developer.
STORMWATER MANAGEMENT MEASURES:
The project site is located in New Hanover County. Land disturbing on the site
will exceed one acre, which requires the site to comply with the State Regulations. The
stormwater runoff from the development will be directed to the stormwater detention
pond. The stormwater detention pond was designed to accommodate this site.
CONSTRUCTION SEQUENCE:
The Contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed
when and if conditions warrant during construction. The detention pond/silt basin will
be constructed immediately after that portion of the site is cleared, and outlet structure
with protection will be installed. Disturbed areas will be landscaped or seeded upon
completion.

EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. Install erosion control measures before beginning construction or as soon
thereafter as possible. All erosion and sediment control practices will be
checked for stability and operation following every runoff -producing rainfall but in
no case less than once every week. Any needed repairs will be made
immediately to maintain all practices as designed.
2. Maintain the gravel construction entrances in a condition to prevent mud or
sediment from leaving the construction site. The contractor shall inspect the
construction entrances on a daily basis. This will require periodic top dressing
with additional No. 4 stone. Any objectionable materials spilled, washed, or
tracked onto public roadways shall be removed immediately.
3. Install erosion control measures around the drop inlets as shown on the plans to
trap silt during construction. Inspect the erosion control around the inlets after
each rain and make repairs immediately. Remove sediment when it becomes
0.50 deep to provide adequate storage volume for subsequent rains. When the
contributing drainage area has been adequately stabilized, remove all materials
and any unstable soil and either salvage or dispose of it properly. Bring the
disturbed area to proper grade and appropriately stabilize all bare areas around
the drop inlets.
4. Sediment will be removed from behind the silt fence when it becomes 0.5 feet
deep at the fence. The sediment fence will be repaired as necessary to maintain
a barrier. Silt fence stakes shall be spaced 6 feet apart unless a wire backing is
used with 8 foot stake spacing.
5. Inspect temporary sediment traps / check dams after each period of significant
rainfall. Remove sediment and restore the trap to its original dimensions when
the sediment has accumulated to one-half the design depth of the trap. Place
the sediment that is removed in the designated disposal area and replace the
contaminated part of the gravel facing. Check the structure for damage from
erosion or piping. Periodically check the depth of the spillway to ensure it is a
minimum of 1.5 ft below the low point of the embankment. Immediately fill any
settlement of the embankment to slightly above design grade. Any riprap
displaced from the spillway must be replaced immediately. After all sediment -
producing areas have been permanently stabilized, remove the structure and all
unstable sediment. Smooth the area to blend with the adjoining areas and
stabilize properly.
6. The stormwater ponds will act as sediment basins and will be cleaned out when
the level of sediment reaches 2.0 ft below the top of the riser. Gravel will be
cleaned or replaced when the sediment pool no longer drains properly.

7. The angle for graded slopes and fills shall be no greater than the angle that can
be retained by vegetative cover or other adequate erosion -control devices or
structures. In any event, slopes left exposed will, within 21 calendar days of
completion of any phase of grading, be planted or otherwise provided with
temporary or permanent ground cover, devices, or structures sufficient to restrain
erosion.
8. All disturbed areas shall be seeded within 15 days of disturbance. All seeded
areas will be fertilized, reseeded as necessary and mulched according to
specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover.
9. More stringent measures shall be used to halt erosion if those shown on this plan
are not effective.
10. All erosion shall be controlled including side slopes before the project is
completed.
11. Remove temporary measures upon completion of project. All permanent
measures will be well established before project closeout.

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
1. GENERAL
1.1 Contractor shall take every reasonable precaution throughout construction to
prevent the erosion of soil and the sedimentation of streams, lakes, reservoirs, other
water impoundments, ground surfaces, or other property as required by State and Local
regulations.
1.2 The Contractor shall install all required silt fences, and construction entrances at
the initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations.
1.3 The Contractor shall, within 15 days of suspension or completion of land
disturbing activities, provide permanent protective covering for disturbed areas.
Temporary and permanent erosion control measures shall be coordinated to assure
economical, effective, and continuous erosion and siltation control throughout the
construction and post -construction period. Use the specified seed for both temporary and
permanent seeding.
2. PRODUCTS
2.1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide.
2.4 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall be 20 percent superphosphate or equivalent.
2.6 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain. Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting. Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent.
2.7 Silt fence shall consist of NCDOT Class A fabric supported by wood or metal
posts spaced not more than 6 feet on center. The bottom of the fabric shall be buried a
minimum of 6 inches.
2.8 Gravel for check dams shall be #57 washed stone

2.9 Aggregate for construction entrance shall be #4 washed stone.
2.10 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B
as shown.
3. EXECUTION
3.1 General: Take every practicable measure during construction or suspension to
work to minimize erosion and siltation. Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new ditches,
and establishment of vegetative cover.
3.2 Construction Practices
3.2.1 Avoid dumping soil or sediment into any wetland or watercourse.
3.2.2 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations.
3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable.
3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3:1, unless otherwise
shown or directed.
3.3 Temporary Physical Barriers are required where sedimentation on off site
property or excessive erosion is a problem.
3.3.1 Mulch shall be used for temporary stabilization of areas subject to excessive
erosion and for protection of seedbeds after planting where required.
1. Apply grain straw and hay at a rate of 75 to 100 pounds per 1000 square feet
and wood chips at a rate of 500 pounds per 1000 square feet. Jute and mesh
should be installed as per manufacturer's instructions.
2. Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre. Asphalt emulsion used for anchoring straw should be
applied at a rate of 150 gallons per ton of straw.
3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site. Clean silt fence of accumulated sediment after each rainfall event or
when it exceeds a depth of 0.5 feet above natural grade.
3.3.3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales,
shall consist of Class A or Class B erosion control stone at minimum two feet high and

three feet thick across the watercourse, with a one foot thick layer of gravel on upstream
side. Remove sediment if accumulated to a depth of 1.0 feet at upstream face.
3.4 Vegetative Cover: Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work.
3.4.1 Preparation of Seedbed: Areas to be seeded shall be scarified to a depth of 4
inches and until a firm, well pulverized, uniform seedbed is prepared. Lime, phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates:
Lime: 45 pounds per 1000 square feet
Phosphorous: 20 pounds per 1000 square feet
Fertilizer: 17 pounds per 1000 square feet
3.4.2 Seeding: Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square
feet of the specified seed mixture. Seed shall be worked into the bed to a depth of 1/4
inch. Regrade and seed eroded areas immediately
3.4.3 Mulch all areas immediately after seeding. Mulch shall be applied and anchored
as specified hereinbefore. Reapply as necessary to retain cover until grass is
established.
3.5 Construction Entrance: Provide an aggregate drive, 20 feet wide by 50 feet long
by 6 inches thick at each entrance to the site used by construction vehicles, until such
time as the permanent roadway is constructed. Remove soil if accumulated to a depth
greater than 0.5 inches.
3.6 Maintenance: The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures. Temporary structures shall be
maintained until such time as vegetation is firmly established in the area protected by
the structure. Permanent streambank protection and grassed areas shall be
maintained until completion of the project. Areas that fail to show a suitable stand of
grass or which are damaged by erosion shall be immediately repaired.
END OF SECTION

Date De51gr1 � NORRIS, KUSKE &TUNSTALL 902 Market St. Sheet
CONSULTING ENGINEERS, INC. Wilmington, N.C.28401-4733
Check Job For Job No..
05/ /5
�' v

Date
Design
A
�'—� NORRIS, KUSKE&TUNSTALL 902 Markel
CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401-4733
Sheet
/ Of
Check
Job ,� yZ
For (-PT" / 0
Job No.
645t.49?'� t:� P 051;
�5t ,e o o # H 7 may
C e /A-)
Nam✓ /n'I/�� d4rrv5
' or+
5ro5w = 00(0 51,
D = Zol 0& L1:5 r-
fir✓ c5,4 y rk►v� _
/�vr o..✓co =
P". ^14 =
a'e4j.y Vs,L.
e- qaTss
r471) Y) pia
r
co39� s�
,
/a,&g'o 5,^
fl-eovidv-ya .- W/o
POD O'Ce-)7-0

Date Design - Sheet
�'+ NORRIS, KUSKE &TU NSTALL 902 Market St.
CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401-4733 i/ Of %ry
Check Job For Job No. d
6175
oF- 03, clb F7- = '�-p 5-C n K
z x(�-7e -� , z��,7,,,
g0 7Cv 5�
2� qc =
9 16 5 r-T 3 5-0 a
6141
FT

III
Date Design A kSheet
NORRIS, KUSKE &TU NSTA LL 902 Market St.
CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401-4733Qt
Check Job For b No.
2 = 0�0055
3 , c.1v�G7
r-r 25,e3fo
''7 : 7 6 + 3C. 3 6F (a '7, 3 2 3

MON 10:08 FAX 910�343 9604o`orris, Kusk e, Tunstall
I
a l� -I ' NCDENR �rc -gyp. 2
INorth arolina Department of Environment and Natural Resources
127 Cardinal Drive. Wilmington NC 28406 [phone] FAX [phone]
io UUI/UU9
6�)6
<W�UQSC6�'T
`I'
AL
NKT #05175
Request for Express Permit Review
FILL-IN all Information below and CHECK required Permit(s).
FAX or email to Cemeron.WeaverCe 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 William B. Fuller, Jr, Managing Member rev 1 P — � 7iJZ0
Company Fullblock LLC
Address 371 North Front Street City/State Wilmington NC Zip 28401 County New Hanover
Phone [phone] Fax [phone] Email NIA
PROJECT Name Lot 10 Island Park
PROJECT SYSTEM(S) TRIBUTARY TO UT NORTHEAST CAPE FEAR RIVER (STREAM NAME) Cape Fear RIVER BASIN
Company Norris Kuske & Tunstall Consulting Engineers Inc
Address 902 Market Street City/State Wilmington, NC Zip 28401 County New Hanover
Phone [phone] Fax [phone] Email pnorrisOnkteno com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN Determination; # of stream calls; Stream Name
® STORMWA TER ❑ Low Density ® High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with acres to be disturbed.
WETLANDS (401) Wetlands on Property ® Yes ❑ No Isolated Wetlands on Property ❑ yes ® No
Check all that apply Wetlands Will Be Impacted ❑ Yes ® No Wetland Impacts: Acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No ❑ Buffers Impacted: Acres)
USACOE Approval of Delineation completed ❑ Yes ❑ No
404 Application in process wNSACOE []Yes ❑No / Permit received from USACE ❑Yes []NO
401 Application required ❑Yes ❑ No if Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may 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 $

01/23/2006 110N 10:09 FAX [phone] Norris, Kuske, `I'unstall
CVU m/ .
N
\ NIXON LN SHE tER RD
HOLL - - ITE
9�
m
90
O�
mL
O
VICINITY MAP
NO SCALE

01/23/2006 MON 10:08 FAX [phone] Norris, Kuske, Tunstall
cuuvuus
I•rVO �cl
DESCRIPTION:
The project site is a 1.10 acre tract located on the east side of Barbados
Boulevard in Island Park in New Hanover County. The soils of the site consist of
moderately wooded, sandy, clay topsoil and grades ranging from 0.5% to 1.0%.
Approximately 1.62 acres will be graded to allow construction of a new commercial
building with paved parking and paved access. The runoff from the site is estimated
using the rational method 10-year design storm and rainfall data for the area.
Construction is scheduled to begin as soon as all permits and approvals are obtained.
EROSION CONTROL MEASURES:
The attached plans and specifications outline the requirements for erosion
control measures. Silt fencing will be provided along each side of the entrance drive
where stormwater would be expected to sheet flow from disturbed areas directly to
adjacent property. Gravel check dams will not be provided unless the Contractor has to
temporarily discharge into an open ditch instead of the proposed storm drain outfall.
The detention pond will be used as a silt basin during construction and restored to its
design contours prior to completion. A gravel construction entrance will be constructed
at the entrance. Maintenance will be provided by the grading contractor and developer.
STORMWATER MANAGEMENT MEASURES:
The project site is located in New Hanover County. Land disturbing on the site
will exceed one acre, which requires the site to comply with the State Regulations. The
stormwater runoff from the development will be directed to the stormwater detention
pond. The stormwater detention pond was designed to accommodate this site.
CONSTRUCTION SEQUENCE:
The Contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed
when and if conditions warrant during construction. The detention pond/silt basin will
be constructed immediately after that portion of the site is cleared, and outlet structure
with protection will be installed. Disturbed areas will be landscaped or seeded upon
completion.

01/23/2006 MON 10:08 FAX [phone] Norris, Kuske, `Punstall CUU4/uus
a
EROSION CONTROL NOTES AND MAINTENANCE PLAN
1 _ Install erosion control measures before beginning construction or as soon
thereafter as possible. All erosion and sediment control practices will be
checked for stability and operation following every runoff -producing rainfall but in
no case less than once every week. Any needed repairs will be made
immediately to maintain all practices as designed.
2. Maintain the gravel construction entrances in a condition to prevent mud or
sediment from leaving the construction site. The contractor shall inspect the
construction entrances on a daily basis. This will require periodic top dressing
with additional No. 4 stone. Any objectionable materials spilled, washed, or
tracked onto public roadways shall be removed immediately.
3. Install erosion control measures around the drop inlets as shown on the plans to
trap silt during construction. Inspect the erosion control around the inlets after
each rain and make repairs immediately. Remove sediment when it becomes
0.50 deep to provide adequate storage volume for subsequent rains. When the
contributing drainage area has been adequately stabilized, remove all materials
and any unstable soil and either salvage or dispose of it properly.' Bring the
disturbed area to proper grade and appropriately stabilize all bare areas around
the drop inlets.
4. Sediment will be removed from behind the silt fence when it becomes 0.5 feet
deep at the fence. The sediment fence will be repaired as necessary to maintain
a barrier. Silt fence stakes shall be spaced 6 feet apart unless a wire backing is
used with 8 foot stake spacing.
5. Inspect temporary sediment traps / check dams after each period of significant
rainfall. Remove sediment and restore the trap to its original dimensions when
the sediment has accumulated to one-half the design depth of the trap. Place
the sediment that is removed in the designated disposal area and replace the
contaminated part of the gravel facing. Check the structure for damage from
erosion or piping. Periodically check the depth of the spillway to ensure it is a
minimum of 1-5 ft below the low point of the embankment. Immediately fill any
settlement of the embankment to slightly above design grade. Any riprap
displaced from the spillway must be replaced immediately. After all sediment -
producing areas have been permanently stabilized, remove the structure and all
unstable sediment. Smooth the area to blend with the adjoining areas and
stabilize properly.
6. The stormwater ponds will act as sediment basins and will be cleaned out when
the level of sediment reaches 2.0 ft below the top of the riser. Gravel will be
cleaned or replaced when the sediment pool no longer drains properly.

Ot/23/2006 MON 10:09 FAX [phone] Norris, Kuske, Tunstall
4005aug
7. - The angle for graded slopes and fills shall be no greater than the angle that can
be retained by vegetative cover or other adequate erosion -control devices or
structures. In any event, slopes left exposed will, within 21 calendar days of
completion of any phase of grading, be planted or otherwise provided with
temporary or permanent ground cover, devices, or structures sufficient to restrain
erosion.
8. All disturbed areas shall be seeded within 15 days of disturbance. All seeded
areas will be fertilized, reseeded as necessary and mulched according to
specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover.
9. More stringent measures shall be used to halt erosion if those shown on this plan
are not effective.
10. All erosion shall be controlled including side slopes before the project is
completed.
11. Remove temporary measures upon completion of project. All permanent
measures will be well established before project closeout.

01/23/2006 LION 10:09 FAX [phone] Norris, Kusue, 'tunstaii
IJuuniuva
to
SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
1. GENERAL
1.1 Contractor shall take every reasonable precaution throughout construction to
prevent the erosion of soil and the sedimentation of streams, lakes, reservoirs, other
water impoundments, ground surfaces, or other property as required by State and Local
regulations.
1.2 The Contractor shall install all required sift fences, and construction entrances at
the initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations.
1.3 The Contractor shall, within 15 days of suspension or completion of land
disturbing activities, provide permanent protective covering for disturbed areas.
Temporary and permanent erosion control measures shall be coordinated to assure
economical, effective, and continuous erosion and siltation control throughout the
construction and post -construction period. Use the specked seed for both temporary and
permanent seeding.
2. PRODUCTS
2.1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide.
2.4 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall be 20 percent superphosphate or equivalent.
2.6 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain. Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting. Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent.
2.7 Silt fence shall consist of NCDOT Class A fabric supported by wood or metal
posts spaced not more than 6 feet on center. The bottom of the fabric shall be buried a
minimum of 6 inches.
2.8 Gravel for check dams shall be #57 washed stone.

OP/23/2006 MON 10:09 FAX [phone] Norris, Kuske, Tunstall
gJUUI/ m
2.9 Aggregate for construction entrance shall be #4 washed stone.
2.10 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B
as shown.
3. EXECUTION
3.1 General: Take every practicable measure during construction or suspension to
work to minimize erosion and siltation. Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new ditches,
and establishment of vegetative cover.
3.2 Construction Practices
3.2.1 Avoid dumping soil or sediment into any wetland or watercourse.
3.2.2 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations.
3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable.
3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3:1, unless otherwise
shown or directed.
3.3 Temporary Physical Barriers are required where sedimentation on off site
property or excessive erosion is a problem.
3.3.1 Mulch shall be used for temporary stabilization of areas subject to excessive
erosion and for protection of seedbeds after planting where required.
1. Apply grain straw and hay at a rate of 75 to 100 pounds per 1000 square feet
and wood chips at a rate of 500 pounds per 1000 square feet. Jute and mesh
should be installed as per manufacturer's instructions.
2. Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre. Asphalt emulsion used for anchoring straw should be
applied at a rate of 150 gallons per ton of straw.
3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site. Clean silt fence of accumulated sediment after each rainfall event or
when it exceeds a depth of 0.5 feet above natural grade.
3.3.3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales,
shall consist of Class A or Class B erosion control stone at minimum two feet high and

01/23/2006 MOO 10:09 FAX [phone] Norris, Kuske, Tunstall
oun/mu
14
three feet thick across the watercourse, with a one foot thick layer of gravel on upstream
side. Remove sediment if accumulated to a depth of 1.0 feet at upstream face.
3.4 Vegetative Cover: Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work.
3.4.1 Preparation of Seedbed: Areas to be seeded shall be scarified to a depth of 4
inches and until a firm, well pulverized, uniform seedbed is prepared. Lime, phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates:
Lime: 45 pounds per 1000 square feet
Phosphorous: 20 pounds per 1000 square feet
Fertilizer: 17 pounds per 1000 square feet
3.4.2 Seeding: Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square
feet of the specified seed mixture. Seed shall be worked into the bed to a depth of 1/4
inch. Regrade and seed eroded areas immediately
3.4.3 Mulch all areas immediately after seeding. Mulch shall be applied and anchored
as specified hereinbefore. Reapply as necessary to retain cover until grass is
established.
3.5 Construction Entrance: Provide an aggregate drive, 20 feet wide by 50 feet long
by 6 inches thick at each entrance to the site used by construction vehicles, until such
time as the permanent roadway is constructed. Remove soil if accumulated to a depth
greater than 0.5 inches.
3.6 Maintenance: The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures. Temporary structures shall be
maintained until such time as vegetation is firmly established in the area protected by
the structure. Permanent streambank protection and grassed areas shall be
maintained until completion of the project. Areas that fail to show a suitable stand of
grass or which are damaged by erosion shall be immediately repaired.
END OF SECTION

03/23/2006 MON 10:08 FAX [phone] Norris, Kuske, Tunstall
<QJuumu9
STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
LOT 10 ISLAND PARK
NEW HANOVER COUNTY, NORTH CAROLINA
For
Fullblock, LLC
371 North Front Street
Wilmington, NC 28401
[phone]
January 2006
Prepared by:
NORRIS, KUSKE & TUNSTALL CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
E-mail: [e-mail]
NKT Project No. 05175

C200504500540
LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY:
F & B INVESTMENT GROUP, LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0570659
NATURE OF BUSINESS:
REGISTERED AGENT: FULLER, WILLIAM B.
REGISTERED OFFICE MAILING ADDRESS: 371 N. FRONT STREET
WILMINGTON, NC 28401
REGISTERED OFFICE STREET ADDRESS: 371 N. FRONT STREET
WILMINGTON, NC 28401
NEW HANOVER
SIGNATURE OF THE NEW REGISTERED AGENT:
PRINCIPAL OFFICE TELEPHONE NUMBER: 910 - 7 6 3- 0 3 8 0
SOSID: 0570659
Date Filed: 2/14/20051:32:00 PM
Elaine F. Marshall
North Carolina Secretary of State
FEDERAL EMPLOYER ID NUMBER: 561586995
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE MAILING ADDRESS: 371 N. FRONT STREET
WILMINGTON, NC 28401
PRINCIPAL OFFICE STREET ADDRESS: 371 N. FRONT STREET
WILMINGTON, NC 26401
SEE STATEMENT 1
MANAGERS/MEMBERS/ORGANIZERS:
Name: Name: Name:
Title: Title: Title.,
Address: Address: Address:
City.,
State: ZIP:
City:
State: ZIP:
City.
State: ZIP:
CER FICATION OF ANNUAL FIT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
II FORM MUST BE ED BY A MANAGER/MEMBER NTE
+y( � - \ (,- MANAGING MEMBER
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200.00 MAIL TO: Secretary of State • Corporations Dlvislon • Post Office Box 29525 • Raleigh, NC 27626-0525
419231
et-21-05

C200504500540
F & B INVESTMENT GROUP, LLC
56-1586995
NC ANNUAL REPORT MEMBERS NAMES AND ADDRESSES STATEMENT 1
WENDY B. BLOCK
1108 SEAPATH TOWERS
WRIGHTSVILLE BEACH NC 28480
MARTHA B. NAPIER
4923-H RIVOLOI
MACON GA 31210
ATLANTIC BROKERAGE
106 MARTINGALE LANE
WILMINGTON NC 28409
STATEMENT(S) 1