SW8080744_HISTORICAL FILE_20080821 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0`60-144
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
200g 0%21
YYYYMMDD

Michael F. Easley, Governor
i
William G. Ross Jr., Secretary
rNorth
Carolina Department of Environment and Natural Resources
1
Y
Coleen H. Sullins Director
Division of Water Quality
August 21, 2008
Thomas B. Morris, Senior Vice President
First Citizens Bank and Trust Company
P.O. Box 27131
Raleigh, NC 27611
Subject: Stormwater Permit No. SW8 080744
First Citizens Bank
High Density Project
Brunswick County
Dear Mr. Morris:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for First Citizens Bank on August 15,2008. 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 080744
dated August 21, 2008, for the construction of the subject project.
This permit shall be effective from the date of issuance until August 21, 2018, 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 150E 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 Chris Baker, or me at [phone].
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/csb: S:\WQS\STORMWARPERMIT\080744.augO8
cc: Peter A. Bishop, P.E., Kimley-Horne
Brunswick County Building Inspections
Chris Baker
Wilmington Regional Office
Central Files N��Onne�ennCarolina
dvaturvll
North Carolina Division of Water Qnality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.newaterquality org Fax [phone]
An Equal Opportunity/AKrmadve Action Employer — 50% Recycled/10% Post Consumer Paper
J _,

State Stormwater Management Systems
Permit No. SW8 080744
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
Thomas B. Morris and First Citizens Bank and Trust Company
First Citizens Bank
8900 East Oak Island Drive, Brunswick County
FOR THE
construction, operation and maintenance of an underground infiltration trench 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 August 21, 2018, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
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 29,782 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.
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 080744
6. The following design criteria have been provided in the infiltration trench and
must be maintained at design condition:
a. DrainageArea, acres:
Onsite, ft :
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Trench Dimensions, L x W x H, ft:
e. # of Storm Chambers/Volume, ft3:
f. Bottom Elevation, FMSL:
g. Bypass Weir Elevation, FMSL:
h. Permitted Storage Volume, ft3:
i. Type of Soil:
j. Expected Infiltration Rate, in/hr:
k. Seasonal High Water Table, FMSL:
I. Time to Draw Down, hours:
M. Receiving Stream/River Basin:
n. Stream Index Number:
o. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
1.32
57,500
None
29,782
4.06
74.27x30x3.5
51 /45.9
13.5
17
3,820
Kureb Fine Sand
10
11.5
2.4
UT to Elizabeth River / Cape Fear
18-88-9-2-(1)
"SA; HQ W"
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. Mowins 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 bypass structure, filter media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 080744
4. 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. 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.
6. 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.
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. 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.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. 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.
12. 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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 080744
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 =TH
a 21st day of August, 2008.
OLINA ENVJF?5DNMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 080744
First Citizens Bank
Stormwater Permit No. SW8 080744
Brunswick 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
roject 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 080744
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 bypass structure elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 7 of 7

DWQ USE, ONLY
Date Received
Pee Paid
Permit Number
- 2 - o
,SOS. �DolOS G 9
5w8D�D �
State of North Carolina
Department of Environment and Natural Resources
IECEIV D
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATIONJU09A%I 2008
This fnnu may be photocopied for use as all original
BY:
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
First Citizens Bank and Trust Company
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Thoms B. Morris, Senior Vice President
3. Mailing Address for person listed in item 2 above:
City:Raleigh State:NC Zip:2761"1
Phone: (919 ) 716-8239 Fax: (919 ) 716-8840
Film iLthomas.Inorris&irstcitizens.coIII
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
First Citzens Bank
5. Location ofProject (street address):
8900 East Oak Island Drive
Cily:Oak Island County:lirunswick Zip:28465
6. Direclions to project (from nearest major intersection):
Project is located io the North Eastcorner of the intersection of EastOak Island Drive and McGlamery Street
in the town of Oak Island, North Carolina
7. Latittde:33° 54' 31.81" N Longitude:78° 04' 30,55" W of project
8. Contact person who can answer questions about the project:
Name:Peter A. Bishop, P.E. Telephone Number: (919 ) 677-2164
IimaiLpeter,bishol2 kimley-horn.com
IL PERMIT INFORMATION:
1. Specify whether project is (check one):
®New
❑Renewal ❑Modification
Form SWU-101 Version 03.27.08 Page I of4

2 4-0 8
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®I-ligh Density ❑Redevelop []General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Stormwater
III. PROJECT INFORMATION
1. 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 .
Stormwater will be routed from impervious areas via curb and gutter to an underground Stormtech infiltration
system Stormwater is stored within the infiltration system utilizing a control structure. Stormtech utilizes a
system of perforated molded plastic chambers and a stone foundation for infiltration. Stormwater overflows
outfall to an existing NCDO'I' drainage sytem that drains to unamed tributary and eventually into the Elizabeth
River. The Elizabeth River is classified as an SA/HOW water body.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Property Area: 1.32 acres 4. Total Wetlands Area: 0 acres
5. 100' Wide Strip of Wetland Area: N/A acres (not applicable if no wetlands exist on site)
6. Total Project Area"":1.16 acres 7. Project Built Upon Area:51.9
8. How many drainage areas does the project have?l
9. 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.
For high density projects, com lete the table with one drainage area for each engineered stormwater device.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Unnamed Tributary to Elizabeth
River
Stream Class & Index No.
SA / HQW; 18-88-9-2-(1)
Total Drainage Area (so
57500
On -site Drainage Area (so
57500
Off -site Drainage Area (so
0
Existing Impervious" Area (so
16,839
Proposed Impervious"Area (so
29,782
Impervious` Area (total)
51.9
Impervious" Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
4835
On -site Streets (so
0
On -site Parking (so
23591
On -site Sidewalks (so
1356
Other on -site (so
0
Off -site (sf)
0
Total (so:
29782
Form SWU-101 Version 03.27.08 Page 2 of

10. I -low was the off -site impervious area listed above derived
IV. DEED RIS'rRICTIONS AND TROTECTIVI? COVENAN,r6
One of the following 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. Forms can be
downloaded from httP7//h2o.enr.state.na.us/su/bmp forms.hnn - deed restrictions.
Form
DRPC-I
High Density Commercial Subdivisions
For
DRPC-2
High Density Developments with Outparcels
Form
DRPC-3
High Density Residential Subdivisions
Form
DRPC-4
Low Density Commercial Subdivisions
Form
DRPC-5
Low Density Residential Subdivisions
Form
DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the 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 Stormwaler and General Permits Unit at (9'19) 733-5083 for the status
and availability of these forms. Forms can be downloaded from htlp://h2o ear state.nc.us/su/bmp forms.htm.
Form SW40'I-Low Density
Form SW401-Curb OutietSystenl
Form SW401-Off-Site System
Form SW40'1-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration "french
Form SW401-Bimetention Cell
Form SW40'I-Level Spreader
Form SW40I-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filler
Form SW40"1-Permeable Pavement
Low Density Supplement
Curb Cutlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Form SWU-101 Version 03.27.08 1'age 3 of4

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 Office. (Appropriate office may be found by locating project on the
interactive online map at htp):/4r2o.enr.state.ne.us/su/nisi maps.hun)
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form 114
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if N/A
required as per Part IV above)
• Original of the applicable Supplement Form(s) and O&M agrcenrent(s) for each BMP 9K
• Permit application processing fee of $505 (Express: $4,000 for I -ID, $2,000 for LD)
payable to NCDENR UK
• Calculations & detailed narrative description of stm�mwater treatmenC/management fk
• Copy of any applicable soils report OIC
• Two copies of plans and specifications (scaled, signed & dated), including:
- Development/Project name
- Engineer and firm
- Legend
- North anew
- 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
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage casements, pipe sizes, runoff calculation<
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGINTAUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section. (ex.
designing engineer or firm)
Designated agent (individual or firm): Kiml-e�-Florn a`nd A55oU0.te5•=Y1c. Peter A. BiSbop Qk,
Mailing Address: 3001 Wes}ovr Park Way
City: Cacy State:�jC Zip: a7513
Phone: f `1 ICI ) 67� - `a I G4 Fax: ( `� 19 ) (D - a050
Email: 1 eier• pis�)oo C llimle4-horn.com
Vill. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, dear 2) Tlioinas B. Morris
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'I5A
NCAC 21-1 . M00171 ,7
Signature
Date:
Form SW IJ-101 Version 03.27.08 Page 4 ol'4

M
?_ Z4,07
Permit No. ✓ `(%(/ 0��7 /
(to be provided by DWQ)
Of W ATEH
��A
NCDENR STORMWATER MANAGEMENT PERMIT APPLICATION FORM C
401 CERTIFICATION APPLICATION FORM
INFILTRATION TRENCH SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name First Citizens Bank
Contact person Thomas B. Morns
Phone number
Date
Drainage area number
II. DESIGN INFORMATION
Site Characteristics
919-716.8239
7123/2008
Drainage area
57,500.00
ft2
Impervious area
29,782.00
ft2
Percent impervious
51.8%
%
Design rainfall depth
7.64
in
Peak Flow Calculations
1-yr, 24-hr runoff depth
1.50
in
1-yr, 24-hr intensity
2.46
in/hr
Pre -development 1-yr, 24-hr peak Flow
0.63
ft3/sec
Post -development l-yr, 24-hr peak flow
0.00
ft2lsec
Pre/Post 1-yr, 24-hr peak flow control
-0.63
ft3/sec
Storage Volume: Non -SR Waters
Minimum volume required
rys
Volume provided
it,
Storage Volume: SR Waters
1-yr, 24-hr rainfall depth
4.06
in
Pre -development 1-yr, 24-hr runoff
2,864.00
ft3
Post -development 1-yr, 24-hr runoff
6,554.00
ft3
Minimum volume required
3,690.00
ft'
Volume provided
3,820.00
ft2
Soils Report Summary
Soil type
Kureb Fine Sand
Infiltration rate
10.00
in/hr
SHWr elevation
11.50
fmsl
Trench Design Parameters
Drawdown time
0.10 days OK
Perforated pipe diameter
SC740 - 45.9 cf in
Perforated pipe length
51 chambers ft
Number of laterals
7
Stone type (if used)
# 57
Stone void ratio
40
Stone is free of fines?
Y (Y or N) OK
Form SW401-Infiltration Trench-Rev.2 Parts I. 811. Design Summary, Page 1 of 2

Trench Elevations
Bottom elevation
13.50
first
Storageloverfiow elevation
17.00
fmsl
Top elevation
17.00
fmsl
Trench Dimensions
Length (long dimension)
74.27
it
Width (short dimension)
30.00
it
Height (depth)
3.50
it
Additional Information
Total runoff volume captured by trench
1.03
ac-in
Length of vegetative filler for overflow
0.00
It
Number of observation wells
1
Distance to structure
>20
It
Distance from surface waters
>50
fl
Distance from water supply well(s)
>100
fl
Separation from impervious soil layer
>2
It
Depth of naturally occuring soil above SHWT
6.50
it
Bottom covered with 4-in of clean sand?
Y
(Y or N)
Proposed drainage easement provided?
N
(Y or N)
Capures all runoff at ultimate build -out?
Y
(Y or N)
Bypass provided for larger storms?
Y
(Y or N)
Trench wrapped with geotextile fabric?
Y
(Y or N)
Pretreatment device provided
Isolator Row
Permit No.
(to be provided by DWD)
OK
OK
OK
Filter is too short, must be > 30-ft
OK
OK
OK
OK
OK
OK
OK
Need a recorded drainage easement
OK
OK
OK
Forth SW401-Infiltration Trench-nev.2 Paris I. a It. Design Summary, Page 2 of 2

Permit
III. REQUIRED ITEMS CHECKLIST
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials Sheet No.
VACe 1. Plans (V - 50' or larger) of the entire site showing:
- Design at ultimate build -out, Sheet c5, N
- Off -site drainage (if applicable), NSA
- Delineated drainage basins (include Rational C coefficient per basin), 5tarmlr+ater Aralysi5, RPP"�' z g
-Trenchdimensions, Sheet CIO
- Pretreatment system, Sk•e} d4'. Isola+« row
- High Flow bypass system, 5haet Ca
- Maintenance access, S%cei C5, CU
- Proposed drainage easement and public right ofway (ROW), N/A , Drama�ne eovmeet aed public -Overflow device, and
ublic-Overfowdevice,and Sheet C1a Ai rayui(ed by TO-,' of o,kislaaa
- Boundaries of drainage easement. MIA
_IU wies 2. Partial plan It" = 30' or larger) and details for the infiltration trench showing:
-Bypass structure, 51eet Cia
- Maintenance access, Slue{- C5, C.11-
- Basin bottom dimensions, %tet Cto
- Basin cross-section with benchmark for sediment cleanout, Sheet C1°
- Flow distribution detail for inflow, 5kuf C6-
-Vegetated filter, and M)A
-Pretreatment device. Shee} Cii 1, i sdafo row
_f C10 3. section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
5krmwa+rr
- Inlet and outlet structures.
t � (*,�
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
Appen4,- C
5ee.
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
Ai�Ot�d
results of the soils report must be verified in the field by DWO, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
_I I<
5kee+ C1
6. A construction sequence that shows how the infiltration basin will be protected from sediment until the
(
5tumwakr
entire drainage area is stabilized.
k
R"nlysis
7. The supporting calculations.
Appendix D
_gs p
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Trench-Rev.2 Part III. Required Items Checklist, Page 1 of 1

OVERVIEW
Background
This report contains the approach and results of a Stormwater Analysis conducted for the proposed First
Citizens Bank within the Town of Oak Island, Brunswick County, North Carolina. The project site is
located at the intersection of East Oak Island Drive and McGlamery Street.
The subject parcel is approximately 1.32 acres and contains an existing First Citizens Bank on the site.
The site currently drains to existing drop inlets on the site or to the existing storm drains in the street
which tic into the existing road drainage system. Sec pre -development drainage map in the appendix of
this report Ior existing drainage areas and composite curve numbers.
The site currently has a one story First Citizens Bank building and asphalt pavement for parking in the
southwest corner of the site. These existing features will need to be demolished. There is open space to
the east and north east of the existing building consisting of trees and grass which extends to Price Street.
The existing impervious area on the site is 0.38 acres.
The soils for this parcel are entirely comprised of Kureb fine sand (KrB). This soil is classified as
hydrologic soil group A. CN values used for this report have been calculated based on the land cover and
hydrologic soil group. A pre -development time of concentration of 5.0 minutes was utilized based on the
size of the site and amount of existing impervious surface.
Proposed Conditions
The subject site is approximately 1.32 acres and proposes a 2,700 SF First Citizens Bank with a drive
thru, entry walks and 17 associated parking spaces. The site will have two access drives off of
McGlamery Street and one access drive off of Price Street, A total of 0.68 Acres of impervious area is
proposed within the site limits which include all of the above mentioned items. A Stonntech Underground
Detention System is proposed for Water Quantity and Water Quality to meet the Stormwater Management
requirements as recommended by the Town of Oak Island.
The time of concentration for all post -development drainage is 5.0-minutes. See post development
drainage map in the Appendix of this report for drainage areas and composite curve numbers.
Water Quality
The proposed Stormtech System was sized to accommodate the volume associated with the first 1.5" of
rainfall from all impervious surfaces on site. Based on a site area of 1.32 acres and a proposed
impervious area of 0.68 acres, a storage volume of 3,741 cf was required. Based on hydraulic
conductivity tests performed by Soil & Environmental Consultants (S&EC) at the location of the
proposed Stonntech System and an onsite meeting with NCDWQ Soil Scientist Vincent Lewis, it was
determined that an infiltration rate of 10 in/hr would be accepted by NCDWQ for the site. Given the
agreed upon infiltration rate of 10 in/hr, the water quality volume of 3,741 cf is absorbed into the soil in
approximately 0.1 days (well below the required 5 day maximum draw down time). In addition, as
demonstrated in the routing calculations (Appendix D: Water Quantity Underground Storage
Calculations), all runoff volume from the 1-yr/24-hour storm percolates into the soil and does not leave
the Stonntech System. S&EC also evaluated the condition of the soil at the proposed bottom elevation of
the Stormtech System (13.5 fmsl). The soil texture was determined to meet the media requirements for a
4" clean sand layer as required at the base of an infiltration trench.

Water Quantity
For on -site water quantity, a Stormtech Underground Storage System is proposed for reducing the post
development peak discharge to pre development conditions for the 1-year 24-hour and the 10-year 24-
hour storm events.
Stormtech utilizes a system of perforated molded plastic chambers and a stone foundation for retention.
( The stornlwater enters the system via a manhole or inlet pipe and is stored within the retention system
utilizing a control structure. See attached technical specifications in the Appendix of this report for
Stornrtech details and specifications.
The outlet control structure proposed for the proposed Stormtech System contains an intermediate orifice,
overflow weir and outfall culvert. The intermediate orifice (3.5"xl9") is located approximately 1.2'
above the bottom of the structure to control the 10-year, 24-hour storm event. An overflow weir is also
proposed approximately 2.6' above the bottom of the riser to pass larger storm events. The outlet culvert
is a 15" RCP. See the Outlet Control Structure Diagram located in Appendix F of this report for orifice
locations, weir elevations, and inlet/outlet pipe configuration. The outlet control structure and the
Storrtech System are proposed at an elevation of 13.5. Proposing the system at this elevation meets the
2' separation requirement from the bottom of the infiltration system to the seasonal high water table as
described in the Geotechnical Report prepared by S&EC on June 11, 2008.
For the pond routing, the NRCS Method with type III distribution was used via computer software called
"PondPack" by I laestad Methods. The ]-year, 24-hour storm event was analyzed using a rainfall depth of
4.06-inches. 'file 10-year, 24-hour storm event was analyzed using a rainfall depth of 7.64-inches. The
water quality volume calculations were calculated using an Excel Spreadsheet and are based on current
NCDENR regulations.

®®® Kimley-Horn
® and Associates, Inc.
0
August 14, 2008 P.O. Box 33066
Raleigh, North Carolina
Mr. Chris Baker 27636-3068
North Carolina Dept. of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Re: First Citizens Bank
Stormwater Project No. SW8080744
Dear Mr. Baker:
Per our conversation on August 14, 2008, KI lA has made the following changes
to the COnsU LI000n Plans:
I. The two storm chamber series discussed have been connected
to the inlet manifold.
2. The outlet weir has been raised from elevation 16.10' to 17.001.
This value corresponds to the top of the Stormtech system.
If you need any additional information or have any questions or comments, feel
Free to contact Jolm KL1Zenskl directly at 919-653-2990.
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
;t' '1 1�4.
Kevin M. Vickers
Enclosures: Two (2) sets of revised sheets (C 10, C 12)
One (1) revised Stormwater Analysis
One (1) revised Infiltration Trench Supplement <
Cc: Tom Morris, FCB
File
AUG 1 5 2008
BY�
0
TEL [phone]
FAX [phone]

��❑ KimleyHorn
and Associates, Inc. o
✓ N
August 11, 2008
Mr. Chris Baker
North Carolina Dept. of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Re: First Citizens Bank
Stormwater Project No. SW8 080744
Dear Mr. Baker:
KI IA has received the request for additional information issued by your office on
August 7, 2008. We have addressed your comments and offer the following
responses:
Thomas B. Morris name does riot appear on the North Carolina
Secretary of State's well page. Mr. Frank 13. Holding Jr., President,
and Mr. James E. Creekman, Group Vice President are the signing
authorities that appear on the well page. Mr. I foldiog or Mr.
Creekman must sign all stormwater forms or they may authorize Mr.
Morris to sign via a notarized letter.
Response: A letter authorizing corporate officers the power antl
authority to guarantee signatures is attached. "Thomas 13.
Morris is a Seuior Vice ('resident for First Citizens Bank
hence, has signing authority.
2. On the supplemental form "peak flow calculations" are to reflect
pre/post flows without respect to the treat7ucnt system (infiltration
trench), please correct.
Response: Comment disregarded per request of*DWQ.
3. Please dimension the length and width of' the stone encasing the
storm chambers on sheet C I I or note stone area on the C 10 plan
view detail.
Response: The stone area has been added to the plan view detail on
sheet CIO.
4. Two storm chamber series on the plan detail on sheet C10 m'c not
connected to the inlet manifold, please correct.
■
TEL [phone]
FAX [phone]
P.O. Box 33068
Raleigh, Not Carolina
276363068

®®® Kimley-Horn
® and Associates, Inc.
Response: Per conversations with Stormtech, because the chambers
are perforated, flow can percolate between chambers
into the stone media, so manifold inlets into each
chamber are not necessary at every junction. This is
standard practice for Stormtech systems per the
direction of the product supplier.
/5' Please provide a detail of the inlet manholes showing a sump
(required pretreatment).
Responses 'rhe sump elevations have been added to Detail "A -A",
Stormtech Section, on sheet CIO and to the Grading,
Drainage, Utilities, and Erosion Control Plan, sheet C5.
In addition, the sump detail at inlet manholes is clearly
depicted on the `Isolator Row Profile View" on Sheet
Cl t.
The storage/overflow reported on the supplemental form is at
elevation 17.00'. The outlet weir detail on sheet C12 and on figure
X I, Appendix F of the Stormwater Analysis illustrates an elevation
of 16.10', please correct.
Response: The storage/overflow elevation reported on the
supplemental form has been revised to 16.10' per
reviewer's comment.
Ifyou need any additional information or have any questions or comments, feel
free to call me directly at 919-653-2990.
Very Iruly yours,
KIMLGY-I TORN AND ASSOCIATES, INC.
I
John Kuzenski, P.E.
Enclosures: Two (2) sets of revised sheets (Cover Sheet, C5, CIO, Cl 1)
One (1) revised Infiltration Tench Supplement
One (1) signing authority document from First Citizens Bank
Cc: Tom Morris, FCI3
File

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleco H. Sullins Director
Division of Water Quality
August 7, 2008
Thomas B. Morris, Senior Vice President
First Citizens Bank and Trust Company
PO Box 27131
Raleigh, NC 27611
Subject: Request for Additional Information
Stormwater Project No. SW8 080744
First Citizens Bank
Brunswick County
Dear Mr. Morris:
The Wilmington Regional Office received a State Stormwater Management Permit Application
or on July 24, 2008. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater
review:
Thomas B. Morris name does not appear on the North Carolina Secretary of State's
web page. Mr. Frank B. Holding, Jr., President, and Mr. James E. Creekman, Group
Vice President are the signing authorities that appear on the web page. Mr. Holding
or Mr. Creekman must sign all stormwater forms or they may authorize Mr. Morris to
sign via a notarized letter.
2. On the supplemental form "peak flow calculations" are to reflect pre/post flows
without respect to the treatment system (infiltration trench), please correct.
3. Please dimension the length and width of the stone encasing the storm chambers on
sheet C11 or note stone area on the C10 plan view detail.
4. Two storm chamber series on the plan detail on sheet C10 are not connect to the
inlet manifold, please correct.
5. Please provide a detail of the inlet manholes showing a sump (required
pretreatment).
6. The storage/overflow reported on the supplemental form is at elevation 17.00'. The
outlet weir detail on sheet C12 and on figure X1, Appendix F of the Stormwater
Analysis illustrates an elevation of 16.10', please correct.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to September 8, 2008, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
Np�phCarolina
waturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional O(licc Internet: www.ncwaterqualitvore Fax [phone]
An Eq ial Opportunity/Affirmative Action Employer- 50% Recycled110% Post Consumer Paper

Thomas B. Morris, Senior Vice President
August 7, 2008
Stormwater Application No. SW8080744
If you need additional time to submit the information, please mail, email or fax your
request for a time extension to the Division at the address and fax number at the bottom
of this letter. The request must indicate the date by which you expect to submit the
required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone] or email me at [e-mail].
Sincerely,
Chris Baker
Environmental Engineer II
ENB/csb: S:\WQS\STORMWATER\ADDINFO\2008\080744.aug08
CC: Peter A. Bishop, P.E., Kimley-Horne and Associates, Inc.
Chris Baker
;Wilmington Regional Office
Page 2 of 2

First Citizens Bank Oak Island
Subject: First Citizens Bank Oak Island
From: Linda Lewis <[e-mail]>
Date: Tue, 22 Jul 2008 16:58:27 -0400
To: Peter Bishop <peter.bishop ct kimley-horn.com>
Peter:
The Division received a slightly incomplete stormwater permit application for the
subject project on July 17, 2008. In order to accept the application for review,
please address the following deficiencies and resubmit the application:
1. The receiving stream name and classification must be reported on the
application. Even though this is an infiltration system, the large storm event
overflows will bypass and eventually drain to a named water body. Additionally, we
need to know whether or not the project is within 1/2 mile of SA waters and
draining to either SA Waters or an unnamed tributary to SA waters, which will
change the minimum storage volume calculations for the BMP. If you do not know the
classification of the receiving stream, please complete and submit the attached
water quality classification request form.
2. You've erroneously marked the application as being for a General permit,
however, the proposed development does not fit any of the currently available GP's.
I believe this should be reviewed as a "High Density" project.
3. Please tweak the Trench supplement form a bit to convey the proposed StormTech
chamber design. Where the form asks for "Perforated Pipe Diameter" please fill in
the blank with the Model # and volume of a single StormTech chamber. Where the
form asks for "Perforated Pipe Length", please fill in the total number of
individual StormTech chambers being proposed for this installation.
4. Please make sure the plans provide sufficient details of the chamber by itself,
the overall infiltration system with connecting piping, a section view of the
trench with elevations, and references to the model number.
Linda
m.doc Content -Type: application/msword
classification fbr
Content-Encoding: base64
I of 1 7/22/2008 5:02 PM

�_❑ Kimley-Horn
and Associates, Inc.
July 16, 2008
NCDINR
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Bxlcnsion
Wilmington, NC 28405
Subject: First Citizens Bank
8900 East Oak Island Drive
Oak Island, NIC 28465
Our Rcf: 011737152
Permit Reviewer:
RECEIVEI )
JUL�2008
BY:
P.O. Box 33068
s ,•, Raleigh, North Carolina V" 27636-3068
� r �e 2• �ti ���
KinTley-Horn and Associates is submitting a Stormwatcr Management Permit
Application Package for your review. The following items have been included in this
submission:
• One (1) original and one (1) copy of Stormwatcr Management Permit Application
Form.
• One (1) Infiltration Trench Supplement.
• One (I) signed and notarized Operation and Maintenance Agreement.
• Two (2) sets of Construction Plans.
• Two (2) copies of Stormwater Analysis Report.
• One (I) copy of Geotechnical Report by Soil & Environmental Consultants.
• One (1) copy of Geotechnical Report by GeoTechnologies, file.
• One (1) check for Permit Review Fee (check #002059696, $505.00)
If you need any additional information or have any questions or comments, feel free to
call me directly at 919-653-2990.
Very truly yours,
KIMLEY-I-IORN AND ASSOCIATES, INC.
.John
Kn7.Cnski, P.E.
cc. —
Tom Morris, FC13
File
a
TEL [phone]
FAX [phone]

CAPE FEAR RIVER BASIN
Name of Stream Subbasin Stream Index Number Map Number Class
Dry Creek
CPF02
16-13
C21NW7
C;NSW
Dry Creek
CPF04
16-34-(0.3)
D21SE7
C;NSW
Dry Creek
CPF04
16-34-(0.7)
D21SE8
WS-IV;NSW
Dry Creek
CPF10
17-26-5-6
F20NW9
WS-III
Dry Creek
CPF07
18-17-(1)
F23NE6
C
Dry Creek
CPF07
18-17-(2)
F23NE6
WS-Iv
Dry Creek
CPF13
18-20-13-3-5
F22SE1
C
Dry Fork Creek
CPF11
17-37-2
F21NE6
C
Duck Pond Branch (Duck Pond)
CPF13
18-20-13-3-1
F22SWG
C
Duff Creek
CPF22
18-74-29-2-(2)
H26SE6
C;Sw
Duff Creek (Lake Tut)
CPF22
18-74-29-2-(1)
H26SES
B;Sw
Duncans Creek
CPF13
18-20-25
F23NW9
C
Duncane Creek
CPF14
1B-23-18-1
F22SE7
WS-III
Dunhams Creek
CPF14
16-23-16-2
F21SW6
WS-III
Dutchman Creek
CPF17
18-B8-9-3-(2.5)
L26NE5
SA;HQW
Dutchman Creek (North aide of Intracoastal
CPF17
18-B8-9-3-(1)
L26NE5
SC;Sw,HQW
Waterway)
Dutchman Creek Outlet Channel
CPF17
18-88-9-3-3
L26NE5
SA;HQW
Dutchman Creek Shellfish Area
CPF17
16-88-9-3-(4)
L26NE9
SA;HQW
Dye Branch
CPF03
16-19-11-1-1
C21SW2
C;NSW
East Branch Price Creek
CPFD6
16-41-2-4-1-(1)
D22SE1
WS-II;HQW,NSW
East Branch Price Creek
CPF06
16-41-2-4-1-(2)
D22SE1
WS-II;HQW,NSW,CA
East Suies Creek
CPF07
18-10-1-(1)
F24NW4
C
East Buies Creek
CPF07
18-18-1-(2)
F24NW2
WS-IV
East Fork Deep River
CPFOB
17-2-(0.3)
C19SW1
WS-IV:"
East Fork Deep River
CPFOB
17-2-(0.7)
C19SWB
WS-IV;CA:-
East Mingo Creek
CPF18
18-68-12-2-1
F24NE5
C;Sw
Elder Branch
CPF22
18-74-24-1-2
H27NW7
C;Sw
cEl-lzabeth=River
CPF17
e18=68_9_2-_(-1)
L26NEB
§A;HOW,
Elizabeth River Shellfishing Area
CPF17
18-8B-9-2-(2)
L26NE9
SA;HQW
Ellis Creek
CPF16
18-44
H24SWB
C
Ennis Pond
CPF14
1B-23-31
F23SE8
C
Enoch Mill Creek
CPF18
1B-6B-12-17
I25NE6
C;Sw
Evans Lake
CPF15
18-25
G23SE1
WS-IV
Everett Bay
CPF24
18-87-2
029NW1
SA;ORW
Everett Creek
CPF24
18-87-29
K27SW3
SA;HQW
Fairy Fair Creek
CPF14
18-23-32-4
F23SE7
C
Fall Creek
CPF07
18-8
F22NE2
C
Falls Creek
CPF10
17-27
E21SW4
C
Fan Branch
CPF06
16-41-2-6-1
D22SE2
WS-IV;NSW
Field Branch
CPF15
18-31-7
G21SE5
C
Field Creek
CPF20
18-68-22-2
J26SE1
C;Sw
First Silver Run
CPF13
18-20-33
F23SE3
WS-IV
Fish Creek
CPF07
18-14
F23NW6
WS-IV
Fishing Creek
CPF23
1B-74-35
I27SE5
C;Sw
Fishing Creek
CPF23
18-74-59
J27SW4
C;Sw
Fishing Creek
CPF17
18-BB-1-4-1
L27NW1
SC;Sw,HQW
Fishing Creek
CPF17
18-BB-8-4-1
L27SW2
SA;HQW
Flat Creek
CPF09
17-24
E20SE5
C
Flat Creek
CPF14
18-23-15
G22NW7
WS-III
Flat Swamp
CPF23
18-74-33-4-1-2
I28SE4
C;Sw
Flat Swamp Ditch
CPF15
18-28-1-1
G23SE2
C
Flyrod Lake
CPF14
18-23-4
F21SW9
WS-III
Folkner Branch
CPF05
16-41-3-(1)
D23SW7
WS-IV;NSW
Page 9 of 30

{t.
GeoTechnolog=1c.
First Citizens Bank Facilities Management
PO Box 151
Raleigh, NC 27602
Attention: Mr. Tom Morris
June 23, 1998
Reference: Report of Subsurface Investigation
Proposed First Citizens Branch Bank
Yaupon Beach, North Carolina
GeoTechnologies Project No. 1-98-0601-EA
Gentlemen:
3200 Wellington Court, Suite G
Raleigh, North Carolina 27615
919-954-1514
Fax [phone]
GeoTechnologies Inc. has completed the authorized subsurface investigation at
the site of the proposed First Citizens Branch Bank to be constructed in Yaupon Beach,
North Carolina. Subsurface conditions at the site were investigated by performing three
soil test borings at the approximate locations shown on the attached site plan. The test
borings were located in the field by measuring distances and estimating right angles from
existing roadways and property boundaries. As such, the indicated boring locations
should be considered as approximate. The test borings extended to depths of 15 feet
below existing ground surface, and all borings were sampled at selected intervals using
standard penetration test procedures designated in ASTM D-1586. This report presents
the findings of the investigation and our recommendations for site grading and foundation
support based on these findings.
PROJECT AND SITE DESCRIPTION
The proposed project site is located at the intersection of McGlamery Street, Price
Street and Yaupon Drive, in Yaupon Beach, North Carolina. The site is currently
occupied by a mobile bank unit which we understand will be removed and a new bank
structure constructed. Portions of the property are currently undeveloped and consist of
grass covered areas. No detailed topographic information was available; however, based
on our visual observations, the site appears to be relatively flat.
We understand that the proposed project will involve construction of a single
story branch bank building. The bank building will be constructed in the central portion
of the site and will include three drive-thru teller windows. No detailed information
concerning structural loads was available at this time; however, based on our experience
with similar type projects, we anticipate that the structure will be supported on a
combination of load bearing walls and interior columns. Wall loads are expected to be on
Geotechnical and Construction Materials Testing Services

First Citizens Bank
June 23, 1998
Page: 2
the order of 2 to 3 kips per linear foot with column loads in the order of 25 to 40 kips.
Additionally, we also anticipate that a vault area will be constructed which will likely
have floor loads of approximately 1,000 psf. In addition to the proposed structure,
parking and driveway areas will comprise the majority of the remainder of the lot.
Access drives will be constructed on Price Street, McGlamery Street and Yaupon Drive.
SUBSURFACE CONDITIONS
A generalized subsurface profile prepared from the test boring data is attached to
this report as Figure 2 to graphically illustrate subsurface conditions encountered at the
different locations across the site. More detailed descriptions of the conditions
encountered at the individual test borings are then presented on the attached test boring
records.
The subsurface profile encountered at this site consists of a very thin layer of
topsoil and root mat extending no more than l to 2 inches below existing grade.
Underlying the near surface topsoil, the borings encountered very loose to medium dense
fine to medium sands. Penetration resistances within the sands ranged from 3 to 12
blows per foot (bpf). Typically, the sands were somewhat looser within the upper 2 to 3
feet with penetration resistances typically increasing below that depth.
Groundwater was encountered at approximately 5.5 feet below existing ground
surface at the time of boring completion. However, it should be understood that regional
groundwater levels will fluctuate with seasonal and climatic changes and may be
different at other times.
RECOMMENDATIONS
The following recommendations are made based upon a review of the attached
test boring data, our understanding of the proposed construction, and past experience with
similar projects and subsurface conditions. If structural loads will be significantly
heavier than those anticipated, we would appreciate an opportunity to review and
comment on the recommendations of this report so that they may be confirmed, extended,
or modified as necessary. Additionally, should subsurface conditions adverse to those
indicated by this report be encountered during construction, those differences should be
reported to us for review and comment.
Site Grading Considerations. Site grading should initially begin with the removal
of all root mat and topsoil from those areas designated for construction of the new
building and adjoining parking facilities. Once stripping is completed, we recommend
the site be densified utilizing a heavy vibratory roller. The vibratory roller should have a
minimum static weight of 10 tons and should make at least 6 overlapping passing in
alternating perpendicular directions across the site. The equipment should be operated at

First Citizens Bank
June 23,1998
Page: 3
a walking speed with the vibrator engaged during the densification operations. Any areas
which yield or pump during the densification operation should be repaired in the field
based on recommendations provided by a geotechnical engineer. However, based on our
experience with similar type soils, we anticipate that these soils will readily density
during vibratory rolling.
Time on -site soils with the exception of topsoil will be suitable for reuse as
structural fill beneath both building and pavement areas. If any off -site materials are
needed to achieve the desired grades, those materials should consist of granular soils. All
fill placed on the site should be compacted to a minimum of 95% of the standard Proctor
maximum dry density except in the final foot beneath pavements and floor slabs where
this requirement should be increased to 98% of the standard Proctor maximum. We
recommend that field density testing be performed during the compaction operations to
verify that the required degree of compaction is being achieved.
Foundation Support Considerations. The proposed structure may be supported on
shallow spread footings or continuous wall footing foundations designed for a maximum
allowable bearing pressure of 2,000 psf for bearing in existing soils or on properly
and wall footings should have minimum dimensions
compacted structural fill. Column
of 24 and 16 inches, respectively, and all footings should bear at least 12 inches below
finished grade for frost protection. We recommend that all footing excavations be
inspected by a geotechnical engineer to verify that subgrade soils have adequate strength
to support the anticipated loads. Any areas with soft soils can be evaluated and repaired
as recommended at the time of field inspection. Based on the results of the soil test
borings, we do not anticipate that repairs will be required provided that the site is
properly densified during the initial grading operations. Based on our experience with
we anticipate this design will limit total and
similar projects and subsurface conditions,
differential settlements to approximately 1 inch and 0.5 inches, respectively. It should be
understood that somewhat higher settlements could occur at the vault structure depending
on specific vault loads. As such, we recommend that some flexibility be constructed in
joints where the vaults will be located to accommodate any additional minor differential
settlement.
We anticipate that some uplift loading will also occur for foundations supporting
the proposed drive-thru tellers. At these locations, the foundation should be embedded to
sufficient depth and have adequate size to provide the necessary resistance to uplift
loading. We recommend utilizing a unit weight of 110 pounds per cubic foot for granular
materials properly compacted above the foundations. As groundwater exists at a depth of 5.5 feet below existing grade which will complicate
foundation construction should any of the canopy footings need to bear at deeper depths.
We recommend that consideration be given to keeping the foundation bearing level above
5.5 feet and enlarging the dimensions if additional deadweight is needed to resist uplift
loads. if excavations must extend into the groundwater more than about one foot, well
points likely will be needed to control groundwater due to the permeable character of the
granular materials which underlie this site.

First Citizens Bank
June 23.1998
Page: 4
General Pavement Desien Considerations. No detailed information concerning
traffic volumes was available at this time, nor was detailed laboratory testing completed
to enable us to perform a final pavement design. However, based on our experience with
similar type soils, we anticipate that a design CBR value of 10 percent can be utilized for
calculating a pavement section. Additionally, similar type projects in the area have
utilized a pavement section consisting of 2 inches of asphalt overlying 6 inches of CABC
base course stone in areas such as the car parking stalls and a section consisting of 2 to 3
inches of asphalt over 8 inches of base course stone in areas subject to channelized car
traffic and occasional truck traffic.
We recommend that the subgrade of all pavement areas be proofrolled and any
yielding areas be identified and repaired during the initial grading operations.
Additionally, all subgrade soils should be recompacted to a minimum of 98% of the
standard Proctor maximum dry density immediately prior to base course stone placement.
We recommend all pavement areas be properly graded to promote run-off of water and
prevent ponding of water on the pavement surface which can lead to eventual saturation
of the subgrade soils and a loss of pavement support.
SUMMARY
In summary, subsurface conditions at this site appear favorable for the proposed
construction. Because the near surface sands are very loose to loose, we recommend that
the soils be densified utilizing a vibratory compactor during the initial grading operations.
Following proper densification of the near surface sands, the structure can be supported
on shallow spread footings and wall footing foundations designed for a maximum
allowable bearing pressure of 2,000 pounds per square foot.
GeoTechnologies, Inc. appreciates the opportunity to have provided you with our
services on this project. Please contact us if you should have questions regarding this
report or if we may be of any further assistance.
very truly yours,
GeoTechnologies, Inc.
-�/ Edward B. Hearn, P.E.
David L. Israel, .E. 01 f"aNC Registration No. 9520
NC Registration No. 14319 r�`'tia51� Cr?�
SEAL. `s
ta319 e
O d
� L. IS�P•.+• � 1 11
i0I111i111\ \

VACANT LOT
�3
a�L imc
LL4G0'
VACANT LOT
?7
%n
IL 3 - —
" II
Mimm1® I
IFirst Citizens Bank
Yaupon Beach, North Carolina
3JECT PR
B-3..
& Ty
a
23
22
iacn'
c
-
�
21
25 °0
2
20
A
`=
s
Ic
f
19I=
KK
YAlli'CI3
LlA6
7_17 e_ cs
n a:
-
1-7
ONVENIENT
S
ORO
8
9
10
1 f
SCALE: Not to Scale
JOB No: 1-98-0601-EA
FIGURE No: 1

Depth (Feet)
GENERALIZED SUBSURFACE
PROFILE
LEGEND
B-1
B-2
B-3
• Fine to Medium Sand
0
8- Standard Penetration Resistance
4
11
3
Groundwater at Time of Boring
5 6Q.
6
5
7
7
8
10 9
12
6
15 5
6
20
25
30
PROJECT:
SCALE:As Shown
First Citizens Bank
JOB No: 1-98-0601-EA
FIGURE No:2
Yaupon Beach, North Carolina

DEPTH
(FF.)
0.0
15.
icTEST BORING RECORD
I
DESCRIPTION ELEVATION PENETRATION BLOWS PER
(Fr.) (BLOWS/Fr.) SIX INCHES
A in In An rn inn
Very Loose to Loose Gray and Tan Fine to
SP
Medium SAND
p
1-2-2
2-3-3
Sz
5.5'
3-3-4
24-5
2-2-3
Boring Terminated at 15.0'
Groundwater encountered at 5.5' at time of boring.
JOB NUMBER
BORING NUMBER
DATE
1-98-0601-EA
B-1
6-22-98 C;CoTe(hnologies,;lnc.
PAGE 1 OF 1

DEPTH
(Fr.)
0.0
15.
E:BORING RECORD
I:
DESCRIPTION ELEVATION PENETRATION BLOWS PER
(FT.) (BLOWS/Fr.) SIX INCHES
A in )n An An Ina
Tan Fine to
Loose to Medium Dense Gray and Tan Fine to
SP
SP
Medium SAND
3-5-6
2-3-3
5.5'
2-34
3-5-7
2-3-3
Boring Terminated at 15.0'
Groundwater encountered at 5.5' at time of boring.
JOB NUMBER
BORING NUMBER
DATE
PAGE 1 OF 1
1-98-0601-EA
B-2 ......
6-22-98 to ocoTe(hnologiisl ln�.

DEPTH
(Fr.)
0.0
15.1
I TEST
EST BORING RECORD
DESCRIPTION ELEVATION PENETRATION BLOWS PER
(FF.) (BLOWS/FT.) SIX INCHES
a in in An KA inn
Very Loose to Loose Tan and Gray Fine to
TP
7
Medium SAND
1-1-2
1-2-3
3-4-4
2-3-3
Boring Terminated at 15.0'
Groundwater encountered at 5.5' at time of boring.
JOB NUMBER
BORING NUMBER
DATE
1-98-0601-EA
B-3
6-22-98 ocoTechnologies, Inc.
PAGE I OF I

+i 1
I
ap o
k SO is l+ E ><a-v:i r o tI m e 1i t a 1 C o n's, u'l t o n t s, i'A
'• I loin Rivrn Ridge, Road li:dcigh. North Caaulina 2761.1 • Phone: [phone] I'ax: [phone]
wrwvSnndGC.cnw_ .
N h' �iYlfi•• -
�s•
June 16.2008
JubJ '1 1082.S, 1
Gwteclutulagies -
Alin: Dave Isteal
3200 Wclliiiglon Court, Suite G
Raleigh, NO' 27615 -
Re: Detailed Soils Evaluation. at the Oak Island First Citizen's Bauk Site, located at
the interscetion ol'Oak(Ishui l Drive nhdi:McGlamcry Street, in OakIsland,'Brullswick
County, NC: .
Dear M.r; lsreal:
Soil & Gnvircniniviital Cousidlanrs, PA {Sd I C) performed a detailed soil evaluation ill
[lie -vieiliity ofthe sed)storinwater infiltration urea at the sdc-uiCutioncil above ;
located on Oak'Island L)rive'in (;)ak Island, Brunswick County, NC.' You gro•vidcd a inap
showing thedocatibil NAcre,dic,stornwatci infiltration Slornit6eli s}%stem is proposed.
liccausc of thcaegisting liuilrhng�ri d�asphelt ilrivc, S& HC evaluated�op7ai areas,as close
to tile. proposed system its •At tile. iiidicalcd locations Ilid -fnlimvuug,aciivitics
werc perlcrrmed:-foul- soil-mocpholpgyjrrofile'descriptions to seven•fcet, three field
saturated hydraulic core duclk,ily tests, anel estimation of permeability, hydi-tudie
conductivily,and seasonalhighwatetrtahle. The purpose of ihisevaluation'wasto
provide you ct�it additional infortnatibn:lor desiguing the slormwgiter inlillration,systcm.
The following is a.Hrief report bf the methods utilized in this evaluation and the results
obtained. '
Soil/Nile f •valuntirm
The site evaluation ct ashaod auger borings to' r deptlrnf 7 feet at
four locations which were lbc itccd'%vith a'G11S rucuivcr and itre'sllow n oil IIic attached''
ipnp. Soil mrn-pihological condmons,,,were identified and recorded at thoSc foie loc bons
ill mdur to dutII soil Iu.otilu dcscriFitions, which tire also uu.lucictlr�t rth lhrs,iclsoit: �.`
S&.HC mud on sitc.,A`ith,NCMUI:icntist, Vinccnt Lewis on.Jime 11, 200s to
review the soils mainly in regards to'soil texture and these seasonal liigh ct ater table: We
ndvanccd a.ha.hd auger ill ill close Mprofile description 42 within the,prppused
Stonnwdter h)trltrttiun Syslcru to s wily the seasonal high,-walur table a66.5 feu bilges
11
land surface I'p nicer tile two foot:seliaral bn requirement, the bottom bf the idfiltraii'0 o
system mast bc,at4.5 Aict. Tito soil tUXtury iit 4,5 Ic(;t mucts the nicclia ledtiirena.ntsAhat .
state tide hhttnnlof the htinchc s nxrsta)c lined with at least 4 inches-bf c,lean,sand See
alluclied'pruhlt dc"setiption'la for Adiliunal dctail.
ChnriyrttC pir11'c. tirecnsburu Utfic� :•
2.10 Icl'hillip Chun. Suilc l: - 381 t: li I In ttd de lbiive
* {'I tucpnl, t>!I' 28025 - • . Owensboro NC27495
rPhoee: (70,11720-940.1i a x -. Phone; (3:36)Adfl:fl2'i! ).
� Fax: [phone]. . Fur (336) 549-821t5. Y.

Under CnITCnt regulations soils, miist have.it ntininlurll infiltration irate of 0.52 inches per
hour. All soil'borinj;s had°subsw'fiicc liotizonsthat have an estiniate'ii hydraulic'
conductivity of greater than the 0 52 inches per hoar threshold: The peitneabiIity .
estimates are based oiltli8 suil textiires`apd are obtained from the USI)A MRCS (Uniied
States 1)1epaitnicrit of Agricultat e - Naittral Resource Conscrvation'Senace) oiltcial series
description and since the rules rcduiraai tniniimun hydraulic conductivity of 0e52,inches
per hour or more, the permeability estinintes were converted to conductivity timthe ,
profile description tables. S',',LC perfurmcd a hydrauliccoiiductivity meflsureitlent. at
boriiib'01 112,i nd 114. The -ale was'9:9 tnlltouFllor profile dcscriptioil
27.9in/hour,forprof,iledes�riptioi 112, ind,13.3inAIQU iurpriifI C dvsct,ipti66__?'If
was Cn,duded tit: the sitetiflecting wifii'Vincent that he would accept an iqf ltration rate of .
up to 10 in/hour fur lliis,prcject: ,
Soil &_ Enivironmental CunsultantS,PA,is pleasedto be of service in this hiattei Lind we:
look forward to assisting in `the successful completion of the project. Please feel -fr e to
call with any iliiestious or coiuments.
Siuccrcly,.
C. SOIL SC��,
1232.:
Cir •
Ricky Pontella
NC Licensed Soil Scientist 0132
•r

Oak Island
Project # 1108231
Borino Location 1
Horizon
'
Depth (in)
Texture
crude
Structure
Consistency
Notes -
USDA
Permeability-
(lrehr)
USDA
Estimated
KSAT.(in/hr).
{Matrix}
(Mottles)
0-0
10VRS11
sand
Sloss
gr
very friable
>20
>14
949
tUYR&1
sand
Glee$
ur
very friable
-
>20
>14
10-43
7,5YRWI
send
Sloss
gr
vary friable
-
>20
.>1.1
4340
2.5YRIT
sandy loom
weak
gr
very friable
-
2-6
to-14
70-84 •
10YR212
candy level
weak
gr
very friable
-
2 - 8
1.4 - 14
NO ACTUAL WATER TABLE OBSERVED Ot4 05/26i08 WITHIN 7 FEET FROM LAND SURFACE
Oak Island
Project # 11082.S1
Baring Location 2
,Color
USDA
USDAa '
-
Permeability
Estimated
Horizon
Depth (in)
,(Mntriz)
(Mottles)
Tortiao.
Glade
Structure
Consistency
Notes
ImIllf)
KSAT,(IiVhr)'
0-10
10)'H91
Sand
clra6
gr
veryfdable
-
>ZG
N4
10-20
10Y11512
sand
Sloss
pr
very frlahle
>20
+14
20-32
10YR6/1
sand
sines
gr
very friable
-
>20
114
3Zffi
?BlessYR611
Sane
gr
very liable
>20
>14
6fi-70
25YR2.5/
7iYR5/7
sandy loam
Weak
Or
very fdaNa
-
1
2-p
1,4. 14
_
78-84,
7.5YR511
sznd
Sloss
gr
vary cable
-
>20
>14
SHWT CONFIRMED AT e.6 FEET AFI,OW I.At4U SURFACE ON 6111in11 WITH NGDWO
NO ACTUAL WATER TABLE OBSERVED ON 05126101 WITHIN 7 FEET FROM LAND SURFACE

Oak Island
Project N 11082.S1
Boring Location 3
Hurizon
'
Depth (in)
Color
-Texture.
Grady
Structuro
Consistancy
-
Naras
,Permeability
(inil")
ie' ...
Csemated -
'HSAT(iri/hr)"
7Mat,7
(Mottles)
0.1
10YRM
sand
Weak
gr
very fdable
>20
>14
9-31
7.5YR611
sand
Weak
__jr
ywy WvUla
>20
>14
;i 7-45
10YR3k1
sand
Weak
('r
va fdahl9
>20
>tn
45-84+
7.5YR51ii
sand
Weak
gr
velytnable
>20
>14
NO ACTUAL WATER TABLE OBSERVED ON 05126108 WITHIN 7 FEET FROM LAND SURFACE
Oak Island
Project (t 11082.S1
Borinn Location 4
Horizon
Depth (in)
Color
.-Textura.
Grade
Structure
-
Consistancy
Notes
Permeability
(hill")
Eslimated
KSAT(in/br)
1 (Matrix)
(Mottles)
012
2,5V3/1
sand
Weak
—gr
veryfria, ante
>20.
- 114
12-0
2.5Y412
wmd
WetA
rr
wuy friable
>20
1I4
63404.
2.5Y51.7
loamy sand
Weak
or
vary friable
( 0.20
>14
i
NO ACTUAL WATER TABLE OBSERVED ON 05/26/06 WITHIN 7 FEET FROM LAND SURFACE

--- -O- --- ---
,INFORMP:TIN -
-
-
;Date
5lZ612008° _
tldeasu:emant'Ccnducted 3v c
RP -
;Job Name : =
Oak Island, SIMI
:Job Numbar ^
110821S1 -:
iWeatheGCooddon _
Sunnv
GTemperatare- =
75
iSOil
-
Ta
.,3c.
Value
Units .
IRadN<�ofrHetes;''' °„
IDeplh of H oNIAW, s
139.7
jiniliat Depth�iTtN ter In Jiole`(Hj $
` 10.16
cm
(FYnal Depth3a;�W,atarnmtHofe (H} _r
10.16
cm -
IRa➢o Hir - 'v'+'"
"1.7778
,
(Stan Satvrahon;Tlme - a ':'
5MI2008, 8:02t00'AM ,
ISlarl ofStead%,-Stag Cor.3ition-Time,:,
5/2612008, 8:08:00 AM -
1No1rolReseivoiisTGsed`at-Steatls"State"��e: ;�.
2 '
�A�£zc,cr,m SeuzSon o; titanic` '°"' ^ ^
GOD1153691.
nch cm
Hole Depth: 55 139.1
H7 4 10.15
FI6 4 10.16
rra«
TUne_�„�,.
;Ja[e Lr:
,ea 0C
Time lataria
Charge in
Water Lwel
c o Yo{` -'
lovr` '.t$
Irsaf "''.. '
Ks2t
c tuva is t
a2
w sl
`cm
Mlnate
cm
cr'ii 3
cm3rnit�
cMin.tw-'ifr
cmfdav
tilLn'- V
..,=81G2➢0NONW.92
Ffi!0300
- 34t8
1.00
2.4
252�252i80
17l59
-022.28
` i 141c.
.�-.8,G4D0
-
1.00
- -•3.2
-.3
�336
335l➢0
1
23046
563.M
-`7?38!58
i&e 8,0500
` M3
too
2
W345l8
3465%50
WtM24flS
530.63
O IZ3T0.1
0600
_ ZW,
... 1,00
- 3.6
�378
37,8100
IRA%20'39
u33.42
1.5692•.1
.-'rn8a37.00
-' e0!6-
1,00
- 4,1
MjkW43015
4°30150
_ -3010E
.. 72ic39
61[47„co
77rM
, 1.00
3.2
I1NOW336
�336100
REM23MBI
561M
138i68
._, 8.0000
' - 14 1
1.00
- 3:3
34..5,E
3j8150
24!,19
.580.63
M e 143:01
� .. "8g000
91,1MITS
-I=
3.5
�346!5
2010*3461-0
SUM24119
, 580.63
�P,0043:01
x100
. - 5"M-%1
.[ 1.00
'3.7
~30815
�Nil
2713
- "651:01
";, V4. °,160'r35
"`• B.v 200
;:.' ?f,S3i3
` ° 1 D0
;3.4
-3$735/,pCn;
}t124i93
598.27
°8 1300
VWIN; 0
IM
:3.7
388!6.
388;50
*C,'"' 27 13
651.01
c a • -:160:35
A'JERAGE: 100S.of LIAR
cm7FioorI 1,,Whcer,.:
25.17 9,910 148.79

�!NFORMATION
Date
F.-leasute:vent Cond=ed Ey
Oob Name
ICA island, Site 2
tJob Number,
11082:S1
P.Veathtir condition
Sunny _
Temoe-ralure
. - 76-
IscxT -,
60"
[Horizon'
Sommao"A'ater
Tao -
I
Value
Units
[Radius of Hole-
5:7151cm
IDepth of role
152AI
Initial Depth of I.Valer in Mcle (H)
6.891cm
lFinai"Deplh of Walor in iH)
_8 89
cm
Ratio Kir
1.5556
isma saturation'rime
51261200& 8:41:00 AM,
IStarl of Steady -State CondiUw Tfme
'512612008, 8:44:00 AM-
:No. of Reservolm Used at -Steady le
,A facto; in Ewiation 121m Manuel
0.001367851
h cm
Hole Upth:
60
152.4
H.
, 3.5
8.89
H-1
3.5
8,89
Clocl.
Time
Time
WaterLevel
Re--dinct
lithe Intenia
Change in
'No-.er-Level
CIA
ru
i(sat,
Kset
Equivalent -
Ka:
cm -]Mute
cm
cm3AMjjrAi
.' �o 444
414
FsA JRVA m
Whouc-_
Tv, H"
�'day
gpdsq. ft
8.41001,
1133
.:� -
',-*-w
'
'01,
4,30%#,VM,5�,JIS
WMk#_%#Z3W
-=A4
1778.65
43&Qq
HI
.M!
241.6
0
4.1
W4ft986JVj
70,69
1695.92i7.71
8.4250
2.1�.5
0.50
W4,3,3f5
70.65
1695.92
417.71
.8.4300
16:6
0.50
3.7F3NhV9388l5
637'
1530.46
376.96
8.4350
12.3
0.50
51myr-%IrV215
77.55
1861.37
458A7
8d3
'0.50
20
IMi=84005
68:941
'1554.55,
407.531
8.4450
4:2.
0.�
44
)4
11*01MI80A00
70.66
^ 1695.921
-417.7-11
8.4500
c
0.50.
-1.2
W41
PUM88200
239
1737.28
427.901
rwxzm=
&MMtUng
"I"Aloo
-DOMINO"
11111132mom
Wy-.-
IMMMMM
nVIMAV�1W
AVERAGE: 100% of LTAR
ip.1hour qp-ditcl. It
70.66 27.620 417,74

IINFORCI.ATION '���_—�
(Data
5.✓16P2008 -
Itaeasure:nertCondurledE'
RF- '
i!o. Name
aaA Island; S1te-4
;Jot Number
IlloS2.51
1'/Jealher Condilicn
Sunny,
ITe=emfure
i " 76
ISail ~ -
7T'
IHoozon' - ,...
Bh-
IScume of Water
ITap - -
1
Value , "
Units'' _
IRaVUS of Hole
5.715
cm
10ecth of Hole
1 1 ass
IIn, lial L'aptt, of Vlater in Hole I }
'10 16
cttt
(Final Cepth of Water in Here (Hj.
IRado H.'r .. _.. ,_
I 1 7778
,Star, Saturdtien Time - -.
1512612008. 7:00:00'AM, '-
!Star oiStaadv-Stata'Condibon:Time� -
512612008;7:00n10 AM
,Nc. of 4eEeivolm Used al:Sleacy-State
i
,A factorin E ualfcrt 21 of -Manual
1 0. 01,16369
Inch cm
Hole Depth: 72 182.88
Kj„ 4 10:16
H( 4 10.16
C"mk
rime
Water Level
Readuto
Time inte
Chan;e in F.ID ' Vol- -
'Hater Level , -
' av'" f `"
Ksat
-
Ksvt'
Equivalent
Ksat -
':
cm-.
Mine
lcn film
brlix l0YIfYPIPitcn/hou•-
u,ay
oP,lsgrY
7.0000
2' 13,9
.,,.
- 2 1 22015
21 220!5
441109
ta0p
s-�-= 3[1:79
e' ;==a30:79
7,0050
mow: 11.8
Ho
738 99
. �:.162.02
7.0100
" ` 9;7
0.50
738.99
::.162:02
7.0150
=.«. ,: 7.4
0.501
2.3
WOWZ4051
_ 01�
:. -=3172
809.37
199.35
" 7.0200
s` .=..4:9:
Ob0
- .2.5
_..2.1
82„5
525.00
xr,ii;i36:66
- 879.75
-73&99%-'.AB102
v_7216i69
7.0250
.-:;-t-s :+2'8
050
::
�f22015=41l00!iY-^'"Y?30.'79
'" 7 03G0
G}K>a nry 0
° .0.50
- .. !2:8
IVAPM2E
pmpmwFoo
Lm:c,4 4T.OS
- 98532
—: ``.,242.69
r
t
_
ww'w
gum
. ' A
9•E"tlP4i a.---..kAePa
:.
AVERAGE'. l00% fLTA.R
P'
Crn)h6ur_ � 1filhour dfs ^ft`
33.97 t3,373 - 200.79E

08if2/200,", 15:56 FAE
Soil & Environmental Consultants, PA
11010 Raven R1d;e Rand . Raleigh, North Carolina 27614 . Phone: (919) g465900 - Fax: [phone]
w,wo.SandEC.com
FACSIMILE SHEET
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DATE: �v►1E 2 2o0Sf
TO: NAME: UtpaVC LE-uJIS
COMPANY: fl►r U
FAX NUMBER: to — 350 - '4004
Project Number:
CC:
FROM: go-o SUBJECT: DAY.- t5LIM i> S%TE UtC,
The following items are being faxed. Number of pages including transmittal sheet:
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TU koy:6 . V-te.t-Y
IF YOU HAVE ANY PROBLEMS WITH THIS TRANSMISSION, PLEASE
CONTACT _ AT [phone].
*CONFIDENTIALITY NOTICE*
This tranrveission ;.intended only for the use of the individual or entity to which it is addressed and nay contain intervention that is prwilegtd and
confidential. If the rustler of this mesasga is not tha hitanded recipient, you aft hmliy notified that any disclosure, distribution or copying ofthk
Inrurlllatinn is Mrietly prohlbitad. Ifyou have received thlt transmission in error, please notify us Immediately by telephone and return the faxed
docnm.nm to us at tow uhova address via the United States Postal Service.
Charlotte Office: CCporate Offiee. Greensboro Office:
248 I&MUip Court 11030 Raven Ridge Rd, Suite 119 3817-B Lawndale Drive
Concord, NC 28025 Raleigh, NC 27614 Greensboro, INC 27455
Phone: [phone] Phone: (919) M-5900 Phone: [phone]
Fax: (704) 72M406 Fax: [phone] Fax: [phone]

06/02/200:,,15:57 FAX 0 002
FEB-20 2007 TUE 12�36 PM NCDENR FAX N0, 9103502004 U2
5w b
INFILTRATION MTE ISIT E UEST
Name of the Project: 1 S C t l �IJ
Uft t< 1 -kntmw—
Location (attach a dear.vicinity map): sveeixdrise �FND �-
artiwm oommun�ry�er=.
Directions from the nearest major Intersection: /33 SovT14 B:��R' l � AI D-
'et( tkT Ira Mc
Owner/Applicant Name:,
Consultant Name:..
Consultant Contact Info
C Vc t
Existing ground elev. (Mbasin/trench=
SHWT elev.=
SHWT plus 2' (max. bottom ®lev.)m
Date/Time of Soils Investigation : `�' /6 :66
lSfJ��
Al i f - Qtc 1c �i
r po nt`e lloe yyte(Et 44*61
Ali proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged. If these areas are not flagged, the Soils Scientist reserves the right to
decline to do the Investigation. If the proposed infiltration system will be located in an area of existing
a cement and there Is no open area nearby, equipment capable of breaking through the Impervious
Payer must be provided: The soils Investigation does not take the place of a soils report prepared by
an appropriate professional. The Soils Sclenre tist will only verify the sell conditions that areported In
the Soils Report, and make a determination as to the suitability of the site to meet the infiltration
design requirements under NCAC 21-1.1000, and assumes no liability should the system fall.

n�PP0.0.1y�
J'` r BUSINESS CORPORATION
ANNUAL REPORT
NAMI: OF 13USINIiSS CORPORATION: Girsi-Citizens Bank Rr Trust Cmnpmry
FISCAL YEAR ENDING:
SECRETARY OF STATE CORPORATE Ill NUMBER: 0189002
NATURE OF 13USINESS: Bank
REGISTERED AGENT:
REGISTERED OFFICE MAILING ADDRESS:
REGISTERED OFFICE STREET ADDRESS:
SIGNATURE? OF THE NEW REGIsrERED AGENT:
SOSID: 0189002
Date Filed: 4/l/2008 4:18:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200809201388
STATE OP INCORPORATION: NC
CT Corporation System
225 Hillsborough Street
Raleigh, North Carolina 27603
CT Corporation System
225 Hillsborough Street
Raleigh, North Carolina 27603
SIGNA1'IJRE CONSTITUTES CONWNT 1'O'riW APPOINTMENT
PRINCIPAL OFI;ICI?'1'EiLEPIIONEi NIJM131?12: 919-716-8730
PRINCIPAL OFFICE MAILING ADDRESS:
PRINCIPAL OFFICE S'IRE'E'T ADDRESS:
PRINCIPAL OFFICERS:
4300 Six Forks Road
Raleigh, North Carolina 27609
4300 Six Forks Road
Raleigh, NC 27609
Name: Frank li Holding Jr Name: Kenneth A Black
Tide: President Title: Treasurer
Address: Address:
4300 Six Forks Road 4300 Six Forks Road
Raleigh NC 27609 Raleigh NC27609
CH10,IF ION OF ANNUAL
RE POI MIJS'1' BI? COMI'f.IS1'IiD BY AI,I, BIJSINE•:SS COILPORA'I'IONS
(,iM.t,Gp �
OI MUST BI: SIGNED BY AN OFI'ICF.R of:'riw CORPORATION
:10.s4.p-eG E. CseekMaM
TYPE Olt PRINT NAMB
DATE
Gro�V I Ce NeS IdEAL+ I Ce NeS IdEAL+ (`y
'I'YPI? OR PRINT IT11S.

CERTIFIED COPY OF CORPORATE RESOLUTION
OF
FIRST -CITIZENS BANK & TRUST COMPANY
I, Jamie C. Ayscue, Assistant Secretary of First -Citizens Bank & Trust Company, certify that the
following is a true copy of resolution duly adopted by the Board of Directors of First -Citizens Bank &
Trust Company at its regular meeting on Monday, April 28, 2008, which action has the force and effect of
action on the part of the Board of Directors, and that the following resolution is in full force and cfi'ecl
and has not been amended or rescinded:
RESOLUTION OF TILE BOARD OF DIRECTORS
OF
FIRST -CITIZENS BANK & TRUST COMPANY
CONCERNINGTHE HE AunIORITY OF CORPORATE OFFICERS
WHEREAS, the Board of Directors of First -Citizens Bank & Trust Company (the
"Bank") has determined that it is in the best interest of the Bank, and helpful to its
efficient operation, to clarify the authority of certain Bank officers to sign, execute, and
deliver, and to authorize certain Bank officers to guarantee signatures and to attest
signatures upon, agreements, certificates, instruments, and other documents necessary or
appropriate for the efficient conduct of the Bank's business.
NOW, THEREFORE, BE IT HEREBY RESOLVED by the Board of Directors of
First -Citizens Bank & Trust Company (the "Bank") as follows:
The following Bank officers elected or appointed from time to time by the Board of
Directors (i) are authorized to sign, execute, and deliver documents on behalf of the
Bank and thereby bind the Bank without the joinder of any other corporate officer,
and (ii) are hereby given the additional corporate title of Assistant Secretary ofFirst-
Citizens Bank & Trust Company, with authority to carry out the duties of that office,
including, but not limited to, the power and authority to guarantee signatures, to attest
lawfully executed documents on the Bank's behalf, and/or to affix the seal of the
Bank to such documents as may require it:
'fire Chairman of the Board of Directors
The Executive Vice Chairman of the Board of Directors
Each Vice Chairman of the Board of Directors
'fire President and Chief Executive Officer
Each Executive Vice President
Each Group Vice President
Each Regional Vice President
Each Area Vice President
Each Senior Vice President
Each Vice President
Each Assistant Vice President
The Treasurer
The Secretary
Each other Bank officer elected or appointed from time to time by the Board of
Directors (other than those specifically identified in Section I of this Resolution),
when acting within the scope of his or her specific job responsibilities and authority,
R".Onicm Aulhorhy-FCB-CC(4-2"8)
S:CORPORA,rF.GOVF'.RNANCI98ANCSIIARES-FCB/2008,'APR I URESOLUTIONS AND CERTIFIEDCOPIES

is authorized to sign, execute, and deliver documents on behalf of the Bank and
thereby bind the Bank without thejoindcr of any other corporate officer.
3. Each Bank associate who from time to time holds the corporate title of Banking
Officer or the job title (as opposed to corporate title) of Financial Services Manager
(of any grade) or Financial Services Representative 11 is hereby given the additional
corporate title of Assistant Secretary of First -Citizens Bank &Trust Company, with
authority to carry out the duties of that office, including, but not limited to, the power
and authority to guarantee signatures, to attest Lawfully executed documents on the
Bauk's behalf, and/or to affix the seal of the Bank to such documents as may require
it.
IN 'rF..STIMONY WHEREOF, I have hereunto set my hand as Assistant Secretary and have impressed
the corporate seal orFirst-Citizens Bank & "rust Company, this August 11, 2008.
Jat � '. Ayscue, Ass i 0111 Secretary
(CORPORATE SEAL)

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I EAST OAK ISLAND DRIVE 60 W'N-
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LEGEND
GRAPHIC SCALE
1"=25'
25 0 25 50
SHEEP eAT'
LEDEEP SOIL BORING MAP I• .25 JUNE 2008 Soil & EnvironinenW C0nsultants, PA DRAwN eY: FIRST CITIZEN'S BANK
OF Imm en.en n:aye n°W R°:nyn. Nmu e.muu llm.. rnnuarl4,4n.)em. fie p:ry x.nq.nl
OAK ISLAND DRIVE AND McGLAMERY STREET
RP 8RUNSWICK COUNTY, NORTH CAROLINA

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ORIFICE AND WEIR I I �'�•--S { Y, I,.
LOCATIONS/ELEVATIONS i '•�
cl
CAS. OAK ISIAND DRIVE 60' R/W
,
1
POST —DEVELOPMENT:
SUBAREA = SITE
DRAINAGE AREA 1.32 ACRES
IMPERVIOUS AREA: 0.68 ACRES
PERVIOUS AREA: 0.63 ACRES
SOIL TYPE: KUREB (KrB) TYPE 'A'
CURVE NUMBER: 70
TIME OF CONCENTRATION: S MIN.
PRELIMINARY
NOT FOR CONSTRUCTION
rv!}en • 1K m1a m u}1a �. Q. rnlwcc is
®®Kimley-Horn FIRST CITIZENS BANK N.LS OAK ISLAND
® and Associates, Inc. " E POST -DEVELOPMENT NORTH CAROLINA
�re..i� swu- ♦a w mars r a_qs rw a r�.:.r a srw s. a.t r rate w
k ws r°�n'r uw r w.r+r� r i6 r:� PA BOX 37088 - RM BW NSRIX CAFIoLM DA7"M
,wt3OM) mmn -o, F, MID) DRAINAGE MAP pm 'm1737152 F;