SW8080208_Historical File_20080221

Michael F.Easley,Governor
\4.0 Q� William G.Ross Jr.,Secretary
t• North Carolina Department of Environment and Natural Resources
O Coleen H.Sullins Director
ye Division of Water Quality
February 21, 2008
David Swain, Manager/Member
Carteret Crossing, LLC
1111 Military Cutoff Road, Suite 251
Wilmington, NC 28405
Subject: Stormwater Permit No. SW8 080208
Wachovia at Carteret Crossing Shopping Center
High Density Project
Carteret County
Dear Mr. Swain:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Wachovia at Carteret Crossing Shopping Center on February 18, 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 080208 dated February 21, 2008, for the construction of the
subject project.
This permit shall be effective from the date of issuance until February 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 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 Chris Baker, or me at [phone].
Since y,
(3€,014--
Edward eck
Regional Supervisor
Surface Water Protection'Section
ENB/csb: S:IWQS\STORMWATIPERMIT1080208.feb08
cc: Mark Arcuri, P.E., Criser Troutman Tanner
Carteret County Building Inspections
Chris Baker
Wilmington Regional Office
Central Files one N Carolina
Altura/1y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington,NC 28405 Phone[phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterauality.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer—50%Recyded/10%Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 080208
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
David Swain and Carteret Crossing, LLC
Wachovia at Carteret Crossing Shopping Center
301 W.B. McLean Drive, Carteret 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 February 21, 2018, 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 24,917 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 080208
6. The following design criteria have been provided in the infiltration trench and
must be maintained at design condition:
a. Drainage2Area, acres: 0.59
Onsite, ft : 25,550
Offsite, ft2: None
b. Total Impervious Surfaces, ft2: 24,917
c. Design Storm, inches: 1.5
d. Trench Dimensions, L x W x H, ft: 101 x 25 x 2.33
e. Storm Chambers # &volume, CF: 97 @ 31 cf
f. Bottom Elevation, FMSL: 38.2
g. Bypass Weir Elevation, FMSL: 40.53
h. Permitted Storage Volume, ft3: 3,000
i. Type of Soil: Sand
j. Expected Infiltration Rate, in/hr: 2.3
k. Seasonal High Water Table, FMSL: 36.2
I. Time to Draw Down, hours: 6.12
m. Receiving Stream/River Basin: Deer Creek/White Oak
n. Stream Index Number: SA;ORW
o. Classification of Water Body: "20-36-1"
II. SCHEDULE OF COMPLIANCE
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 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 080208
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 reauired 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 080208
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued t ' he 21st day of February, 2008.
NO H CAROLI NV ONMENTAL MANAGEMENT COMMISSION
for o een H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 080208
Wachovia at Carteret Crossing Shopping Center
Stormwater Permit No. SW8 080208
Carteret 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:
SEAL
Signature
Registration Number
Date
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 080208
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
Carteret County Building Inspections
Page 7 of 7

DWQ USE ONLY
Date Received Fee Paid Permit Number
2—/S-OS *Pee.=? 44e/.S// O84b20L5
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name(specify the name of the corporation,individual,etc.who owns the project):
Carteret Crossing,LLC
2. Print Owner/Signing Official's name and title(person legally responsible for facility and compliance):
Donald H.Fallis,Agent
3. Mailing Address for person listed in item 2 above:
1111 Military Cutoff Road,Suite 251
City:Wilmington State:NC Zip:28405
Phone: (910 ) 256-2211 Fax: (910 ) 256-2171
Email:[e-mail]
4. Project Name(subdivision,facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Wachovia at Carteret Crossing Shopping Center
5. Location of Project(street address):
301 W.B.McLean Drive(NC Hwy 24)
City:Cape Carteret County:Carteret
6. Directions to project(from nearest major intersection):
From intersection of NC Hwy 24 and NC Hwy 58,proceed 1/8 mile east on NC Hwy 24 towards Morehead
City. Site is on left between Walgreens and Marine Federal Credit Union.
7. Latitude:34 deg 41 min 24 sec Longitude:77 deg 4 min 2 sec of project
8. Contact person who can answer questions about the project:
Name:Mark Arcuri Telephone Number: (910 ) 397-2929
Email:[e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is(check one): ZNew ❑Renewal ['Modification
Form SWU-l01 Version 8.07 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 and its issue date(if known)
3. Specify the type of project(check one):
❑Low Density ®High Density ['Redevelop ❑General Permit DUniversal SMP DOther
4. Additional Project Requirements(check applicable blanks):
❑CAMA Major //Sedimentation/Erosion Control 0404/401 Permit DNPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
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.
Runoff from the roof and and drive thru canopy will be piped to the bypass box. Parking lot and landscaping
runoff will be collected in drop inlets and go to the bypass box. The bypass box will direct the first 1.5 inches to
the infiltration trench system. The excess will bypass to the vegetative filter and onto the DOT drainage system.
2. Stormwater runoff from this project drains to the White Oak River basin.
3. Total Site Area:1.03 acres 4. Total Wetlands Area:0 acres
5. 100'Wide Strip of Wetland Area:NA acres (not applicable if no wetlands exist on site)
6. Total Project Area":1.03 acres 7. Project Built Upon Area:62 %
8. How many drainage areas does the project have?.
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.
Basin Information Drainage Area 1 Drainage Area 2
Receiving Stream Name Deer Creek
Stream Class Sr Index No. SA/ORW
Drainage Area(sf) 25,550
Existing Impervious*Area(sf) 0 to remain
Proposed Impervious*Area(sf) 24,917
%Impervious*Area(total) 97.5
Impervious*Surface Area Drainage Area 1 Drainage Area 2
On-site Buildings(sf) 5,260
On-site Streets (sf) 0
On-site Parking (sf) 18,647
On-site Sidewalks (sf) 1,010
Other on-site (sf) 0
Off-site (sf) 0
Total (sf): 24,917
*Impervious area is defined as the built upon area including,but not limited to,buildings,roads,parking areas,
sidewalks,gravel areas,etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation.
Form SWU-I0I Version 8.07 Page 2 of 4

10. How was the off-site impervious area listed above derived?NA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
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.
Form DRPC-1 High Density Commercial Subdivisions
Form 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 Stormwater and General Permits Unit at(919)733-5083 for the status
and availability of these forms.
Form SW401-Low Density Low Density Supplement
Form SW401-Curb Outlet System Curb Outlet System Supplement
Form SW401-Off-Site System Off-Site System Supplement
Form SW401-Wet Detention Basin Wet Detention Basin Supplement
Form SW401-Infiltration Basin Infiltration Basin Supplement
Form SW401-Infiltration Trench Underground Infiltration Trench Supplement
Form SW401-Bioretention Cell Bioretention Cell Supplement
Form SW401-Level Spreader Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Form SW401-Wetland Constructed Wetland Supplement
Form SW401-Grassed Swale Grassed Swale Supplement
Form SW401-Sand Filter Sand Filter Supplement
Form SWU-101 Version 8.07 Page 3 of 4

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 hitF,71)20 5)
1. 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 1�'Cpc'
• Original and one copy of the Deed Restrictions&Protective Covenants Form NA.
• Original of the applicable Supplement Form(s)and O&M agreement(s)for each BMP /A—rft-
• Permit application processing fee of$505($4,000 for Express)payable to NCDENR ANT "
• Calculations&detailed narrative description of stormwater treatment/management 1 Pr
• Copy of any applicable soil report
• Three copies of plans and specifications(sealed,signed&dated),including: P^
-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
-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 easements,pipe sizes,runoff calculations
-Drainage areas delineated
-Vegetated buffers(where required)
VII. 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.
Designated agent(individual or firm):Criser Troutman Tanner Consulting Engineers-Mark T.Arcuri,PE
Mailing Address:3809 Peachtree Avenue,Suite 102
City:Wilmington State:NC Zip:28403
Phone: (910 ) 397-2929 Fax: (910 ) 397-2971
Email:[e-mail]
VIII. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in General Information,item 2)Donald H.Fallis,Agent
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 cov ants will be recorded,and that the proposed project complies with the requirements of 15A
NCAC 2H.1000. /
z• t3 'Of
Signature: r Date:
Form SWU-l01. Version 8.07 Page 4 of 4

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TRANSACTION REPORT
FEB-22-2008 FRI 08:43 AM
FOR: NCDENR 9103502004
SEND
* DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP
* FEB-22 08:41 AM 93972971 1' 33" 8 FAX TX OK 854 *
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State�r hand Nato a1 Resources
Department of Epvi uns�1O1ce
'Wile ioi n
William G.Ross,Jr.,Secretary
Michael F.Easiey,Governor FAx COVER SET
No.Pages 01.°1.cover):
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127 Drive
Extension,Wilmington.NC 23405•[phone]•An Equal i

(1(
(�h CRISER
TROUTMAN
1l1U TANNER
,011
TRANSMITTAL LETTER
TO: FROM:
CHRIS BAKER Mark T.Arcuri, PE
COMPANY: DATE
NCDENR-Stormwater February 18,2008
ADDRESS: CTT'S PROJECT NUMBER:
127 Cardinal Drive Extension 5954- NCDENR Stormwater Permit
Wilmington,NC 28405
PHONE NUMBER: CLIENT'S REFERENCE NUMBER:
910-77215
RE:
Wachovia at Carteret Crossing Shopping Center
WE TRANSMIT: ❑ATTACHED 0 UNDER SEPARATE COVER 0 HAND CARRIED BY 0 UPS/FEDEX
THE FOLLOWING: ❑TRACINGS 0 PRINTS 0 INSPECTION REPORT 0 SHOP DRAWINGS ❑SPECIFICATIONS 0 OTHER
0 COPIES DATE SHEET NO. DESCRIPTION REMARKS
1ORM &
1 COPY. PERMIT APPLICATION
1 ORIG INFILTRATION TRENCH SUPPLEMENT
1 ORIG INFILTRATION TRENCH CHECKLIST
1 ORIG INSPECTION AND MAINTENANCE AGREEMENT
1 ORIG $4,000 CHECK
1 COPY 2-14-08 NARRATIVE AND CALCULATIONS
1 COPY SEASONAL HIGH SOILS REPORT
3 COPIES 2-14-08 Cl C2 C3 C4 C5 CONSTRUCTION PLANS FOLDED
C6 C7
1 ORIG DAVID SWAIN LETTER
NOTES/COMMENTS:
Chris,
Please call with any questions you may have. Thanks.
Cc: CTT File(one copy of all)
Cc: Bob Howell
Cc: Jason Swain 1J, •
by:
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
WILMINGTON, NC • RALEIGH, NC
P.O.Box 3727 Wilmington,NC 28406 ' 3809 Peachtree Ave.Suite 102 Wilmington,NC 28403 p 910.397.2929 f 910.397.2971 cttengineering.com

CARTERET CROSSING, LLC
February 18, 2008
Mr. Chris Baker Fe-e x %2:,)
North Carolina Department of Environment& Natural Resources ��r 8
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Wachovia at Carteret Crossing Shopping Center
Cape Carteret, NC
Dear Chris:
As I am a principal of Carteret Crossing, LLC., I hereby authorize Donald H. Fallis, agent for
Carteret Crossing, LLC.,to sign the Stormwater Management Form and the Infiltration
Supplement Form, submitted herewith on our behalf by Criser Troutman Tanner Consulting
Engineers.
Cordially,
a r= LLC.
1 1
H. David Swain
Principal
NOTA14.M. AZA/caz
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Carteret Crossing, LLC • 1111 Military Cutoff Road • Wilmington, NC 28405 • 910-256-2211

Q6 Date Filed: 4/19/2006 2:19 PM
,: � Elaine F.Marshall
�', - y `'LIMITED LIABILITY COMPANY North Carolina Secretary of State
`�` --''' ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: Carteret Crossing,LLC SOSID:0779659
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C.ID NUMBER: 0779659 FEDERAL EMPLOYER ID NUMBER: 20-2849791
NATURE OF BUSINESS: Real Estate Investments
REGISTERED AGENT: Swain,H.David
REGISTERED OFFICE MAILING ADDRESS: 1111 Military Cutoff Road,Suite 251
Wilmington,NC 28405
REGISTERED OFFICE STREET ADDRESS: 1111 Military Cutoff Road,Suite 251
Wilmington,NC 28405 County:New Hanover
PRINCIPAL OFFICE TELEPHONE NUMBER: 910-256-2211
PRINCIPAL OFFICE MAILING ADDRESS: 1111 Military Cutoff Road,Suite 251
Wilmington,NC 28405
PRINCIPAL OFFICE STREET ADDRESS: 1111 Military Cutoff Road,Suite 251
Wilmington,NC 28405
MANAGERS/MEMBERS/ORGANIZERS:
Triple a Investments,LP Cedar Creek Crossing East,LLC
Title:Member Title:Member
11/1 Military Cutoff Rd.Ste 251 1111 Military Cutoff Rd Ste 251
Wilmington,NC 28405 Wilmington,NC 28405
CERTIFICATION • ' C►, "PORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
3/?7/
FORM MUST BE SIGNED BY A MANAGER/MEMBER DATE
l4. be/vie' S-J f i f) Manager/Member
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200,00 MAIL TO: Secretary of State•Corporations Division•Post Office Box 29523•Raleigh,NC 27626-0525
11 II II 11.11 III
111111111111 IlLilfi III III

STORMWATER NARRATIVE
AND CALCULATIONS
Project:
WACHOVIA AT CARTERET CROSSING SHOPPING CENTER
Location:
301 W.B. McLena Drive (NC Hwy 24)
Cape Carteret, North Carolina
New Hanover County
Prepared for:
Swain & Associates
111 Military Cutoff Road
Suite 251
Wilmington NC 28405
Prepared by:
Mark T. Arcuri, PE
Criser Troutman Tanner Consulting Engineers
3809 Peachtree Avenue
Suite 102
Wilmington, NC 28403 osto tioi i
S
� S/. `Jbs
Date: _ . EAL
February 16, 200819 `
N 4I ��
tc►,2
CTT Job 5954

TABLE OF CONTENTS
Narrative 1 _ 2
Collection Pipe Calculations 3 —g
Bypass Piping Calculations g — 12
Vegetative Filter Outlet Piping Calculations 13 — 16
Driveway Piping 17—20
HGL Weir Calculations 21
NCDENR Stormwater Calculations 22
Infiltration System Calculations 23
Temporary Sediment Trap Calcs 24

Wachovia at Cape Carteret Shopping Center
Project Narrative
1. General Information
a. Name of Project. Project Name is Wachovia at Carteret Crossing
Shopping Center
b. Street Address, City, County. Address is 301 W.B. McLean Drive, Cape
Carteret, NC
c. Acres in Tract. Tract is 1.03 Acres
d. Acres Being Disturbed. Approx 1.2 acres disturbed
e. Acres in Wetlands. No wetlands on site
1. Wetlands Must Be Delineated &Sign-Off Obtained From The Corps
2. Proposed Wetland Impacts Require Permits From Corps& DWQ
f. Ownership Information From. NC Secretary of State Web Site. H. David
Swain is Agent Name for Carteret Crossing, LLC on the NC Secretary of
State Web Site
g. Description of Development Proposal
1. Previous or Existing Permits. There were no previous stormwater
permits for this site. Site was previously a muffler shop and a Dairy
Queen. Site was 100%impervious. Site is currently partially
demoed. All structures have been removed. Bare sand exists on
75% of the site and the remaining is still covered in asphalt.
2. Tax parcel ID Number. Tax parcel ID Number is
538405170841000
h. Pre-1988 Built Upon Area, If Applicable. Pre 1988 BUA is 100%
i. Discuss Phasing of the Project&Stormwater Facilities When
Applicable. No phasing. Project will include single effort of all
subgrade, stormwater, parking, and building work.
j. Discuss Proposed Waste Water Treatment&Water Supply.
Wastewater will be on site septic. Septic field will be more than 50
feet away from underground infiltration system. Also vegetative filter
will be more than 25 feet away from septic field. Water is from West
Carteret Water Corporation water system.
k. Identify Historic Sites&Projects Being Funded With Public Monies.
There are no historic sites on this property all all funds on this project
are private.
I. Disclose Any/All Non-Compliance Issues with DENR Agencies. There
are no non-compliance issues on this property.
2. Stormwater Information
a. Provide River Basin,Stream Classification & Index Number for All water
Bodies On or Adjacent To The Project or Closest to The Project Area.
Site is in the White Oak River Basin. The receiving stream is Deer
Creek. Deer Creek classification is SA/ORW. Deer Creek streamindex
is 20-36-1.

b. identify Whether the Stormwater Design is High Density or Low Density,
Commercial or Residential,State Stormwater or NPDES Phase Ii,
Address Vested Rights When Applicable; Identify Pockets of High
Density. Design is high density, commercial, and needs state
stormwater because over an acre disturbed. This is not an NPDES
Phase II site. No vested rights apply to this site. There are no pockets
of high density on this site.
c. Proposed Total % Impervious Surface. %impervious will be 55 - 62%.
d. Number of Proposed Treatment Measures,Type(s)of Collection
System. Site will use underground infiltration with Stormtech 310
storage domes and gravel all wrapped in filter fabric. Collection
system will be a couple drop inlets, RCP pipe, a bypass box.
e. Will All Built Upon Area Be Collected. All BUA will be collected except a
small portion where the driveways have to ramp up into the site.
f. Identify Whether or Not the Project Has Buffer Requirements&
Whether or Not Development Is Proposed Within A Buffer. No buffer
requirements apply to this project site.
g. Discuss Coastal Management Areas of Environmental Concern When
Applicable. NO CAMA AEC on site.
h. Disclose Whether or Not Off-Site Runoff Is Coming Onto The Site or Into
The Proposed BMP No off site runoff will go to on site collection or
treatment system. Off site runoff will be diverted around the site.
i. Discuss Whether Road Construction Across Other property Is
Necessary To Access This Project. No new roads are necessary. Site
will access existing adjacent access aisle in parking lot of shopping
center.
j. If An On-Site Evaluation Of The Soils Has Been Done, Discuss
Infiltration Rates,Seasonal High Water Table, etc.,and Include Date Of
Site Evaluation (This Is Required For infiltration Projects). Evaluation
was by ECS on January 30, 2008. Infiltration rate was 2.3 inches per
hour. SHWL was 30 inches. Vincent Lewis visited site February 11,
2008 and confirmed and agreed with the scientist findings on
seasonal high.

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Solve for H and match up to HGL in Pipe Calcs
Q=Cw x L x H312
Weir Coefficient(Cw) 3.33
Weir Weir
Elevation Length Flow(cfs) Resultant H (ft) Resultant HGL(ft)
40.53 6 10 YR 2.56 0.25 40.78
40.53 6 25 YR 4.40 0.36 40.89
40.53 6 100 YR 5.30 0.41 40.94

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Re: [Fwd:Re:Wachovia At Carteret Crossing Shopping Center] . 3 o0 IN no _ /
Subject: Re: [Fwd: Re: Wachovia At Carteret Crossing Shopping Center]
From: Linda Lewis<[e-mail]>
Date: Thu, 14 Feb 2008 09:41:43 -0500
To: Mark Arcuri<[e-mail]>
CC: Janet Russell<[e-mail]>
Mark:
It's not my call, either. Vincent will have to advise DWQ as to the viability of
infiltration at this site with a 1.5' separation. While redevelopment gives us some
leeway in the design requirements, it's not going to make much sense for us to
permit infiltration if it won't work. There are other BMP options that can
reasonably be implemented at this that don't require a water table separation. You
will need to discuss why you are not considering that a site with a high water
table would be more suited for a constructed wetland or a sand filter, both of
which are permittable options for redevelopment sites within 1/2 mile of SA
waters.
Linda
Janet Russell wrote:
Subject:
Re: Wachovia At Carteret Crossing Shopping Center
From:
Janet Russell <[e-mail]>
Date:
Tue, 12 Feb 2008 12:00:27 -0500
To:
Mark Arcuri <[e-mail]>
To:
Mark Arcuri <[e-mail]>
Mark:
The separation of the treatment from the seasonal high water table is not my
call. I am forwarding this email to Linda Lewis, chief stormwater engineer.
Janet
Mark Arcuri wrote:
Janet,
I heard from Patty, Vincent's assistant, this morning that he went to
the site yesterday and agrees with our consultant's findings of
infiltration rate and seasonal high.
So now we have this week to prepare our package for Chris and Carol that
is due Monday at 8:30. Recall the request we made in our express
request package to reduce groundwater separation from 2.0 feet to 1.5
feet. This site is redevelopment and we will be greatly reducing
impervious cover as it was 100% prior. We need to know yes or no or
different so we can design this project on time. FYI - this was allowed
on the adjacent Walgreens project. I believe that was permitted in
November or December 2006. Let me know.
•
Thanks.
Sincerely yours,
II Mark T. Arcuri, PE Project Manager / Project Engineer 11
1 of 3 2/14/2008 11:10 AM

Re: [Fwd:Re: Wachovia At Carteret Crossing Shopping Center]
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
PO Box 3727 Wilmington, NC 28406
3809 Peachtree Avenue, Suite 102 Wilmington, NC 28403
p 910.397.2929 f 910.397.2971 cell 910.297.3036
The information transmitted is intended only for the person or entity to
which it is addressed and may contain confidential and/or privileged
material. If you are not the intended recipient of this message you are
hereby notified that any use, review, retransmission, dissemination,
distribution, reproduction or any action taken in reliance upon this
message is prohibited. If you received this in error, please contact the
sender and delete the material from any computer. Any views expressed in
this message are those of the individual sender and may not necessarily
reflect the views of the company.
Original Message
From: Mark Arcuri Sent: Wednesday, February 06, 2008 10:48 AM
To: 'Janet Russell'
Cc: 'Don Fallis' ; [e-mail]; 'Jason Swain' ; john holden;
'[e-mail]' ; 'Chris Baker'
Subject: FW: Wachovia At Carteret Crossing Shopping Center
Janet,
Thanks. We hereby accept the stormwater submittal date of Feb 18 at
8:30 am with Chris Baker. Please note the applicant is the land owner,
Carteret Crossing, LLC. A representative from them will be at the
meeting along with me. Also, as we discussed, we will visit with Carol
Miller afterwards to do the erosion control submittal. We discussed
that the $4000 fee will cover both express reviews (stormwater and
erosion control) . Also, we discussed we will either need to increase
the check by $130 to cover the acreage fee or provide a separate check
for $130. Thanks for everything and please call with any questions.
Sincerely yours,
Mark T. Arcuri, PE Project Manager / Project Engineer
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
PO Box 3727 Wilmington, NC 28406
3809 Peachtree Avenue, Suite 102 Wilmington, NC 28403
p 910.397.2929 f 910.397.2971 cell 910.297.3036
The information transmitted is intended only for the person or entity to
which it is addressed and may contain confidential and/or privileged
material. If you are not the intended recipient of this message you are
hereby notified that any use, review, retransmission, dissemination,
distribution, reproduction or any action taken in reliance upon this
message is prohibited. If you received this in error, please contact the
sender and delete the material from any computer. Any views expressed in
this message are those of the individual sender and may not necessarily
reflect the views of the company.
Original Message
From: Janet Russell [mailto:[e-mail]] Sent: Wednesday,
February 06, 2008 10:31 AM
To: Mark Arcuri; [e-mail]
Subject: Wachovia At Carteret Crossing Shopping Center
February 6, 2008
*Wachovia At Carteret Crossing Shopping Center
*Gentlemen:
The Stormwater submittal meeting for Wachovia has been scheduled with *Chris
Baker on February 18, 2008 at 8:30 AM * here in the Wilmington Regional
Office. _* A representative of Wachovia Bank is required to attend the II
2 of 3 2/14/2008 11:10 AM

Re: [Fwd:Re: Wachovia At Carteret Crossing Shopping Center]
submittal meeting._
A "submittal requirements" attachment should be reviewed prior to the
meeting.
Please respond within 2 business days to reserve and confirm the meeting
date/time.
Thanks,
Janet Russell
Express Permitting
3 of 3 2/14/2008 11:10 AM

DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
Complete and email this form to [e-mail] If there are more than 7 areas to be tested,
attach a second sheet.
Scheduled Site is1i1i�t Date aqdTime 210 0 r ift9D
1 a"evt0. ° r
Project Name: Cn249; ,- ( {-ePCounty:
Street Address: ( \al B B. kL l.ea.+n C N` 22
Directions from the nearest intersection of two major roads:
.riZcokK siccf. NC, 24- 040 F-oe-eed i/8 M I i ee s�ova
Pe- O rdS +►AN-L. S, ay' lei- #wwe-em tom.l9 ree tS a wd Iliri
>1 acre being disturbed? KYES ONO CAMA Major required? DYES 010 6a'it
Consultant Name: Mavj A . ,1 . Phone: 9 is '1 —t ter ''o
Consultant Firm Name: C'_r'se✓"fro LAA-AiketAA
Bore Number 1 2 3 4 5 6 7
a) Existing Ground Elevation
b)Proposed Bottom Elevation 37 43
c)Subtract(a—b) I , 0
d)Add 2 ft.(Min. Bore Depth) 3,0
e) Hardpan Depth?
jf Infiltration Rate OK?
g)Actual Elev. Of SHWT at) u
h) Max. lowest bottom elev.
Comments i , �<i,eti�}- 1 ,�- S S� 2.5 fit.
�►'�t Y.a�e veterm�ev i— as v rS vff'I etc .5 a.tra
Tea ru Owe-en Lan'.c 1 bo7r_, ,Mperl i a�15• L..e�r2 re) t �
rett es)i" Cry � e ot '1QY1 Cst ►•,- e-eA-. &8-2.5+-I. S7.S
RequWed Attachments: U- 42, s6w, 36 4
1. Legible vicinity map. z`, a'4 d 4.0i y �l1
2. Compete Soils Report. ~"'`i
3. PDF formatted site plan with the boring locations to be tested.Site plans should
be emailed or hand-delivered only. Illegible faxed maps will not be accepted.
All proposed infiltration areas and existing,active utility lines located within the proposed
basinitrench 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 pavement and there is no open area nearby,'equipment capable of
breaking through the impervious layer must.be provided. The soils investigation does riot take
the place of a soils report prepared by an appropriate professional. The Soils Scientist will only
verify the soil conditions that are reported in theSoits Report, and make a determination as to
the suitability of the site to meet the infiltration design requirements under NCAC 2H.1000, and
assumes no liability should the system far?
S:IWQSISTORMWATERIFORMS1irifittration site visit.for

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about:blank
Walgreens -Morehead City
February 8, 2008
Gentlemen:
The stormwater submittal meeting for the Morehead City Walgreens has been scheduled with Chris
Baker on February 20,2008 at 9:00 AM here in the Wilmington Regional Office. * The applicant
or his assistant must attend the meeting.
Please review the submittal requirements which are attached.
Please respond within 2 business days to confirm and reserve the submittal date/time.
Ron, I know you're scheduled to meet with Christine on the 18th at 10:00 on another project. If you
want to try and have both meetings the same day(on the 18th), it's possible. However,the Walgreens
project won't officially be accepted until the 20th. Let me know how you would like to proceed so I
can arrange.
Thanks,
Janet Russell
Express Permitting
1 of 1 2/8/2008 2:48 PM

Feb. 8. 2008 10:52AM STROUD ENGINEERING P A No. 2471 P.
For DENR Use ONLY
A04► North Carolina Department of Environment and Rerer.
4i Natural Resources s„N,it _
N R Request for Express Permit Review Time: q 00
JJLLdN at the information belowand CHECK the Pee jag yvu an requesting for gores*review.FAX or Erna w$ ,can nwswm m!xp,uss loaustoxi:
I J
Coordhratoralong with a completed DETAILED namh4ive.idle n/PDFfdel and vici vicinity map(same items expected M the aopdcaton package mew:
of the project focatbn.include this tone in the application package.
• Ashevlte Region Alison Davidson 828-296 1BA8son.davidsonWnemsILnet
• Fayetteville or Raleigh Regtor vid Lee 919-791.4203;dav_id.I gcnlgilpet
• AloolasvNk&-Patrick Grogan 704-663.3772 orpatriek.aaegen®nemaifnt
• Washington Region-yn Hudlson 252.946.9215 orivn hard(wpthnemaiinet
• Wilmington Region,hnet Russell 910-350.2004 or isnetrusselencmatnet
NOTE:Pmjed appkafion received after 12 noon will be stamped in the kilbwi xg work day.
Project Na 5 x _ County:CARTERET
Applicant DA r +i., Company TRIPLE B DEVELOPMENT LLC
Address:530 SE GREENVILLE BLVD-SUITE 200 Cdy:GREENVILLE,State:NC Zip:27858
Phone:[phone] Fax: - - Email dsbrodviembara naii.com
Project is Drains into SA waters Project Located in WHITE OAK River Basin
EngineerKConvultent:Ronald D.Cdlinher Company:Stroud Enaineerinn PA.
Address:151-A HWY 24 City:MOREHEAD CITY State:NC Zip:28557
Phone:[phone] Fax:[phone] Emal:rculloherestcudengineer.com
(Cheek all that apply)
❑Saying Meeting ONLY ❑DWQ,❑DCM, ❑DLR, ❑OTHER:
Jl Stream Origin Determination: #of stream calls-Please attach TOPO map marking the areas in questions
®State Stormwater ❑General ❑SFR, ❑Bkhd&Bt Rnp, ❑Clear&Grub, 0 Utility
El Low Density ❑Low Density-Curb&Gutter _#Curb Outlet Swales ❑Off-site[SW (Provide permit#))
❑High Density-Detention Pond _#Treatment Systems ®High Density-Infiltration 1#Treatment Systems
El Hon Density-Elio-Retention #Treatment Systems ❑High Density-Constructive Wetlands _#Treatment Systems
El High Density-Other _#Treatment Systems : ❑MODIFICATION SW (Provide permit#)
❑Coastal Management ❑Excavation&Fll ❑Bridges&Culverts ❑Structures Information
❑Upland Development ❑Marina Development ❑Urban Waterfront
®Land Quality ®Erosion and Sedimentation Control Plan with 1_89 acres to be dshabed.(CK# (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BEWW
❑Wetlands(401): Check all that apply Isolated wetland on Property❑Yes❑No
Wetlands on Site❑Yes No Buffer Impacts:❑No❑YES: acre(s)
Wetlands Delineation has been completed:❑Yes 0 No Minor Variance:❑No❑YES
US ACOE Approval of Delineation completed: ❑Yes❑No Major General Variance ❑No❑YES
404 Appicafan in Process wl US ACOE: ❑Yes 0 No 401 Application required❑Yes❑No If YES,❑Regular
Permit Received from US ACOE❑Yes❑No Perennial,Blue line stream,etc on site El yes 0 No
For DENR use only
Fee Spilt for multiple perm115 (Check# ) Total Fee Amount$
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAM $ Variance(El Male LJ Min) $
SW(❑HD,❑LD,0Gen] $ 401: $
LQS $ Stream Deter, S
COC-0 ec 4-0 CAn-r-o Or - 8- °6
RECEIVE
FEB 0 8 2008
PROD# DWQ

Feb. 8. 2008 10:52AM STROUD ENGINEERING P A No. 2471 P. 2
Project Name Walgreens Morehead City
Stormwater Express Questionnaire
1. What is the applicant's full legal name? David s Brody
elf a corporation, LLC or Partnership is involved,what is that name?Triple B Development LLC
If it's an LLC, is it ® manager-managed or 0 member-managed?
What is the applicant's title within the corporation,LLC or partnership? Manager
Will an agent (someone other than the applicant)be signing the application? i_I Yes Q9 No
If Yes, what is the agent's name and title?
C)Please note the application signature requirements are listed in NCAC 2H.1003(e).In
summary, only the sole proprietor of a sole proprietorship, the designated manager, member-
manager,president or vice president of a corporation or LLC, the general partner of a
partnership, or a ranking official of a municipality may sign permit applications and supplements.
The signature of the engineer or other agent can be accepted only if accompanied by a signed
letter of authorization from one of the aforementioned individuals. Corporations, LLC's and
Partnerships must be registered with the NC Secretary of State's Office, and be active. Please
note that spelling, capitalization, and punctuation are extremely Important. Please provide the
entity name exactly as on file with the NC Secretary of State.
2 Where is the project located?
County Carteret Nearest Town/City Morehead City
(Attach a detailed vicinity map with both local street names and SR, NC, US or Interstate
highway numbers,plus other relevant information such as town or city names, directions to, etc.
Show the nearest intersection of two major roads on the vicinity map. A major road is any 1, 2 or
3 digit NC, US or interstate highway.)
If the project is located in Brunswick, Onslow or New Hanover Counties, NPDES Phase Il Post-
Construction rules will apply.
3. What is the name of the receiving stream? Spooners Creek
What River Basin is it located in? White Oak
What is the classification of the receiving stream? SA
For SA or SR waters, a separate scaled topographic map will be required. The project must be
accurately located on the map and the Y mile radius from the property comer closest to the SA
or SR receiving stream must be drawn on the map.
4. If the project is high density,what type of stormwater management BMP's are being proposed?
(check all that apply)
- Wet Detention Infiltration Trench e Infiltration Basin Sand Filter
- Bio-retention Wetlands Alternative Offsite
_ Dry Detention Other Flow Spreader
How many separate BMP's are being proposed? 1 ® 3 4 5 6 7 8 9 10 11 12 Other
5. Is there offsite runoff from the adjacent properties or public right-of-way that will drain into any of
the proposed BMP's on the project and is not being diverted? ❑ Yes ® No
6. Is an access road across other property required to access the project? ❑ Yes 0 No
7. Is there any existing development or pre-1988 existing BUA located on the pro•;rty?
(Please provide documentation&delineate and identify on the plans.) ► Yes ❑ No
8. For high density projects, has all of the proposed BUA been collected? ❑Yes ® No
(If not, attach a separate explanation sheet)Slight Impervious area to frane#
og fre Ith�� iE
D
Page 1 of 2 L FEB 0 8 2008
DWQ
PROJ # .� . _ ...

Feb. 8. 2008 10:53AM STROUD ENGINEERING P A No. 2471 P. 3
Project Name Walgreens Morehead City
9. Will the project involve the subdivision and sale of property? ❑Yes ® No
Is the subdivision❑ residential or❑ commercial?
How many lots are proposed?
(Deed restrictions are required for all residential, commercial, low density or high density sub-
divisions. Specific language for the various types of subdivisions is available from DENR.)
10. Have the wetlands been delineated? ❑Yes ❑ No
(All projects require either a signed wetlands delineation map or a wetlands report to be
submitted with the application. Only a trained professional may provide information regarding
the presence or absence of wetlands.)
11. Are wet detention ponds or other engineered controls proposed to be located adjacent
wetlands? Int 111 Yes ❑ No
(If, yes, a physical means to prevent the dewatering of the wetland must be provided, or the
SHWT must be provided to demonstrate that the permanent pool of the BMP is above the
SHWT and will not dewater the wetlands over time. Where possible, all BMP's and swales
should outlet into back the wetland(with level spreaders).
12. For infiltration projects, has a site visit been completed with the DENR soils scientist to verify the
soil type, water table and infiltration rate provided in the soils report? ®Yes ❑ No
If yes, what was the date of the site visit? January 9.2008
Include a copy of the consultant's soil report with the application.
13. Does the project propose Level Spreaders at the outlet of all engineered controls and swales
prior to entenng surface waters or wetlands? ® Yes ❑ No
(The purpose of the level spreader is to reduce the energy of the incoming runoff and to
promote diffuse sheet flow to prevent erosion and scour into the receiving waters or wetlands.)
14. Is this project a modification to an existing permit, part of a larger subdivision,or is it a lot that
will be treated in a BMP under a previously issued permit? ❑Yes ® No
If yes, what is the name of the permitted facility?
What is the permit number of the permitted facility? N/A
is the permitted facility in compliance with its permit? Yes No
Have the deed restrictions been recorded? _ Yes _ No
Have the deed restrictions been submitted? _ Yes No
Has the Designer's Certification been submitted? _ Yes ` No
15. Do the plans reflect ail information as listed in 15A NCAC 2H.1003(g)? ® Yes ❑ No
16. Have all of the design requirements of each proposed BMP been met? e Yes ❑ No
(If not, attach a separate explanation sheet. Please note that the Express program is not set up
to handle any type of deviation from the standard design.)
17. For each BMP in all high density projects, and low density curb outlet swale projects, has a
drainage area delineation map been provided? Yes ❑ No
18. Any revisions made to the application as a result of this review may cause changes to the other
documentation. Plans, calculations,application,and supplements should be reviewed for any
necessary changes. For example, changing the orifice size will require a modification to the
calculations,the pond details on the plans,and page 1 of the supplement.
pECEMVE
Page 2 of 2 FEB 0 8 2008
Ero

Feb. 8. 2008 10:53AM STROUD ENGINEERING P A No. 2471 P. 4
EXPRESS PERMIT REVIEW REOUEST-NARRATIVE
PROJECT NAME:Walgreens,Store No.11895
The Walgreens(Store No. 11895)project is located on 1.89 acres a land located in Morehead
City,Carteret County North Carolina.
The property is located at 5053 US Hwy 70 as well as 136, 142, 144,& 146 NC Hwy 24
Morehead City and currently occupied with a block building that server as a tire company,and
two single family homes.Tax parcel ID numbers are:636609164047,636609155921,
636609154921,636609154909,636609153931
The proposed project is for the demolition of the existing buildings and parking,and for the
construction of a new 15,738 sf commercial Walgreens building and parking.The project will
have approximately 59,386sf(72.13%)of impervious coverage and will drain to an infiltration
system on the south side of the property.All impervious area on the site,with the exception of a
small area located at the transition points from Hwy 70 and Hwy 24,will be collected on site.No
offsite area currently or is proposed to drain on to this site.
The proposed project is to be high density with stormwater discharge into White Oak River basin
at Spooners Creek(Stream Index No.20.36.10)a class SA water body.
An on site evaluation of the soil has been done by Mr.Vincent Lewis on January 9,2008.
It was determined that the water table was at a depth of 65 inches below the existing ground
elevation.
Existing ground elevation=20.0'
Water table elevation= 14.58'
There are no wetlands on site.
RECE I V E
FEB 0 8 2008
DWQ
PROJ#

Feb. 8. 2008-10:54AM--STROUD ENGINEERING P A No. 2471—P, 5
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lorthCar Feb.
8 2008y10:55AM ut � STROUD ENGINEERING P A No. 2471 P. 7 page 1 of 1
North Carolina- 14 Elaine F. Marshall DEPARTMENT OF THE
-=- Secretary SECRETARY STATEOF
`�' r PO Box 29622 Raleigh,NC 27626-0622 [phone]
CORPORATIONS Date: 2/6/2008
Corporations Home Click here to:
Search By Corporate Name View Document Filings I Sign Up for E-Notifications I
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Register for E-Procurement Registered Agent
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Agent Name: Brady, David S
ONUNE ORDERS Registered Office Address: 530 SE Greenville Blvd.,Ste.200
I Start An Order I Greenville NC 27858
Ronicfnwrl Ilfla,I.nn Air1r1rastt• RR0 SF Greenville Rlvc>7-- Ste._200
RE C E I V E
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FEB 0 8 2008
DWO
PROJ#

FW:Wachovia At Carteret Crossing Shopping Center
Subject: FW: Wachovia At Carteret Crossing Shopping Center
From: "Mark Arcuri" <[e-mail]>
Date: Wed, 6 Feb 2008 10:48:25 -0500
To: "Janet Russell" <[e-mail]>
CC: "Don Fallis" <[e-mail]>, <[e-mail]>, "Jason Swain"
<[e-mail]>, "john holden" <[e-mail]>, <[e-mail]>,
"Chris Baker" <[e-mail]>
Janet,
Thanks. We hereby accept the stormwater submittal date of Feb 18 at
8:30 am with Chris Baker. Please note the applicant is the land owner,
Carteret Crossing, LLC. A representative from them will be at the
meeting along with me. Also, as we discussed, we will visit with Carol
Miller afterwards to do the erosion control submittal. We discussed
that the $4000 fee will cover both express reviews (stormwater and
erosion control) . Also, we discussed we will either need to increase
the check by $130 to cover the acreage fee or provide a separate check
for $130. Thanks for everything and please call with any questions.
Sincerely yours,
Mark T. Arcuri, PE
Project Manager / Project Engineer
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
PO Box 3727 Wilmington, NC 28406
3809 Peachtree Avenue, Suite 102 Wilmington, NC 28403
p 910.397.2929 f 910.397.2971 cell 910.297.3036
The information transmitted is intended only for the person or entity to
which it is addressed and may contain confidential and/or privileged
material. If you are not the intended recipient of this message you are
hereby notified that any use, review, retransmission, dissemination,
distribution, reproduction or any action taken in reliance upon this
message is prohibited. If you received this in error, please contact the
sender and delete the material from any computer. Any views expressed in
this message are those of the individual sender and may not necessarily
reflect the views of the company.
Original Message
From: Janet Russell [mailto:[e-mail]]
Sent: Wednesday, February 06, 2008 10:31 AM
To: Mark Arcuri; [e-mail]
Subject: Wachovia At Carteret Crossing Shopping Center
February 6, 2008
*Wachovia At Carteret Crossing Shopping Center
*Gentlemen:
The Stormwater submittal meeting for Wachovia has been scheduled with
*Chris Baker on February 18, 2008 at 8:30 AM * here in the Wilmington
Regional Office. * A representative of Wachovia Bank is required to
attend the submittal meeting._
A "submittal requirements" attachment should be reviewed prior to the
meeting.
Please respond within 2 business days to reserve and confirm the meeting
date/time.
1 of 2 2/6/2008 10:58 AM

FW:Wachovia At Carteret Crossing Shopping Center
Thanks,
Janet Russell
Express Permitting
Content-Description: Submittal Requirements.doc
Submittal Requirements.doc Content-Type: application/msword
Content-Encoding: base64
2 of 2 2/6/2008 10:58 AM

North Carolina Secretary of State Page 1 of 1
• North Carolina
7 It
- ElaineMarshall l .JEP M ENT OF THE
._: . �.
• .. � SecretaryEI�E'i"�.R�'`OF ��TAY
PO Box 29622 Raleigh,NC 27826-01322 (919607-2000
CORPORATIONS Date:2/6/2008
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SOSID: 0779659
L.s•]KS&LEGISLATION Status: Current-Active
KBBE i32B Annual Reports Date Formed: 4/28/2005
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2001 Bill Summaries Citizenship: Domestic
1999 Sc nate Bills State of Inc.: NC
Annual Reports. 1997 Duration: Perpetual
Corporations 1997
Resister for Procurement Registered Agent
D o'fRevenue
Agent Name: Swain, H. David
ONLINE ORDERS Registered Office Address: 1111 Military Cutoff Road, Suite 251
Start An Order Wilmington NC 28405
New Payment Procedures Registered Mailing Address: 1111 Military Cutoff Road,Suite 251
Wilmington NC 28405
CONTACT US Principal Office Address: 1111 Military Cutoff Road,Suite 251
Corporations Division Wilmington NC 28405
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http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=7738616 2/6/2008

Q(12 SOSID:0779659
•M,Y., '' Date Filed:4/19/2006 2:19 PM
,A . % ` Elaine F.Marshall
!' ' 'LIMITED LIABILITY COMPANY North Carolina Secretary of State
'•(1--1.
' ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: Carteret Crossing,LLC
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C.ID NUMBER: 0779659 FEDERAL EMPLOYER ID NUMBER: 20-2849791
NATURE OF BUSINESS: Real Estate Investments
REGISTERED AGENT: Swain,H.David
REGISTERED OFFICE MAILING ADDRESS: 1111 Military Cutoff Road,Suite 251
Wilmington,NC 28405
REGISTERED OFFICE STREET ADDRESS: 1111 Military Cutoff Road,Suite 251
Wilmington,NC 28405 County:New Hanover
PRINCIPAL OFFICE TELEPHONE NUMBER: 910-256-2211
PRINCIPAL OFFICE MAILING ADDRESS: 1111 Military Cutoff Road,Suite 251
Wilmington,NC 28405
PRINCIPAL OFFICE STREET ADDRESS: 1111 Military Cutoff Road,Suite 251
Wilmington,NC 28405
MANAGERS/MEMBERS/ORGANIZERS:
Triple a Investments,LP Cedar Creek Crossing East,LLC
Title:Member Title:Member
1111 Military Cutoff Rd.Ste 251 1111 Military Cutoff Rd Ste 251
Wilmington,NC 28405 Wilmington,NC 28405
CERTIFICATION i. T4 i •PORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
, 9 , .
3/›7/g
FORM MUST BE SIGNED BY A MANAGER/MEMBER DATE
1\ , Lbox; f • l JJ fl Manager/Member
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200.00 MAIL TO: Secretary oaf State•Corporations Division.Post Office Box 29525•Raleigh,NC 27626-0525

SOSID:779659
Date Filed:4/28/2005 12:06:00 PM
Elaine F.Marshall
• North Carolina Secretary of State
C200511700872
ARTICLES OF ORGANIZATION
OF
CARTERET CROSSING,LLC
Pursuant to § 57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby
submit these Articles of Organization for the purpose of forming a limited liability company and
to that end set forth:
1. The name of the limited liability company is CARTERET CROSSING,LLC.
2. The name and address of the Organizer executing these Articles of Organization
are as follows:
Ronald A. Matamoros
Blanco Tackabery Combs&Matamoros,P.A.
110 S. Stratford Road, Suite 500
Winston-Salem,NC 27104 (Forsyth County)
3. The street address and county of the initial registered office of the limited liability
company is 1111 Military Cutoff Road, Suite 251, Wilmington, New Hanover County, North
Carolina 28405.
4. The mailing address of the initial registered office is the same as the street
address.
5. The name of the initial registered agent is H. David Swain.
6. The street address and county of the principal office of the limited liability
company is 1111 Military Cutoff Road, Suite 251, Wilmington, New Hanover County, North
Carolina 28405.
7. X (i) Member-managed LLC: all members by virtue of their status as
members shall be managers of this limited liability company.
(ii) Manager-managed LLC: except as provided by N.C.G.S. Section
57C-3-20(a), the members of this limited liability company shall not be managers by
virtue of their status as members.
8. To the fullest extent permitted by applicable law, as it now exists or may hereafter
be amended, the limited liability company shall indemnify all members and managers of the
limited liability company against all liability and litigation expense,including,but not limited to,
reasonable attorney's fees, arising out of their status as such or their activities in the foregoing
capacity,regardless of when such status existed or activity occurred and regardless of whether or
not they are members or managers of the limited liability company at the time such
indemnification is sought or obtained. Without limiting the generality of the foregoing
indemnity, such persons may also recover from the limited liability company all reasonable
costs, expenses and attomey's fees in connection with the enforcement of rights to
indemnification granted herein. The provisions of this paragraph are in addition to and not in

limitation of the power of the limited liability company with respect to, and the rights of any
manager or member of the limited liability company to receive the benefits of, any other or
further indemnification, insurance, elimination of liability or the right or benefit which is either
required by THE NORTH CAROLINA LIMITED LIABILITY COMPANY ACT or permitted
thereby and duly adopted by the limited liability company in accordance therewith.
9. To the fullest extent permitted by applicable law,as it now exists or may hereafter
be amended, no member or manager of the limited liability company shall have any personal
liability arising out of any action, whether by or in the right of the limited liability company or
otherwise, for monetary damages for breach of his or her duty as a manager or member. This
paragraph shall not impair any right to receive indemnity or insurance from the limited liability
company or any third party which any member or manager may now or hereafter have. Any
repeal or modification of this paragraph shall not impair or otherwise adversely affect any
limitation on, or elimination of, the personal liability of a member or manager effected hereby
with respect to acts or omissions occurring prior to such repeal or modification.
10. These Articles will be effective upon filing.
This the 26th day of April,2005.
Ron A.Matamoros, Organizer
BTCM/284270 v 1

For DENR Use ONLY
AVA
North Catalina Dental Environment and RCS_._
Natural Resources Submit Z"tFi
NRequest for Express Permit Review Mow $ a
I fil4:111 rwra.wre,ter. ras,.rrwn FAX a► .... tgb1< i
comd6ador Mamma acowa tedDETAIED ARROW see Dian MDIFWelaed nitemeofsameS eswnetedb94aaonicatianescrow f :'_a=��_---
of the prelidlocagon.&ModeWa famines appk#upielalga.• Asheville Region-/Esoe Davidson did- alisan.davidsonWncmailnet
• FeyetbedileorRalelghRegion-aarfdLee9f9791f4Mdavid.leeO 1ncmailnet APY
• Moore e b-Patrndr Grogan 704463-3772 orpatrick.orooan rvcmalLnet
LID
• WaslrinptaeRegron f yrr Hwilsen 232 916 9213a1vn hardisonlancmaif net •2-
• Wilmington Region-Janet Russel 91O 35O-2664 orianetaussellJncmailnet
NOTE Project ante:Mion received idler 12 noon mike stamped le the felba auk day.
Project Name:WACHOYIA AT CARTERET CROSSOrG SHOPPING CENTER County:CARTERET
Applicant DONALD H.FALLIS Company CARTERET CROSSING.LLC
Address 1111 MILITARY CUTOFF ROAD.SUITE 251 City:WILIANGION,Stake:M Zip:28405
Phonm910-2513-2211 Far910-2513-2171 Ernst chi it tieleacam
Project is Drains into SA waters Project Located in OAK RIVER River Basin
EngineerfConsallsnt Mark T.Arab,PE Ccmpeny.(riser Trouhn n Tamer
Addresa 3809 PEACHTREE AVENUE City:WILMIrGGTON,Side:NC Zip:28403
Phone:[phone] Far 910397 2971.Enm
(Check all that apply)
❑Seeping Meetoig ONLY 0 DWQ,❑DCM. ❑DLR, ❑OTHER:—
I-1 Stream Orlgla Ddarn dnatiorc #of stream calls—Please sash TOPO mean na Wm the areas in auesfons
State Stomrwater ❑.General ❑SFR 0131did&BtRmp. 1r1:Ciea&Grub,
❑Low Density [Kew Density-Alb&Geier _it Curb Outlet Saabs ❑Mae[SW (Provide pemrt*J
❑F9lih Density-Detenion Pond _#TineinientSyalwns ®Figli Densilthdil alon g#rranlrrarnfSydsnes
❑Figh Density-Dip-Retention_#T►eatmentSystems ❑Mph Denny-Construct/e Wetlands _it TreatmentSystems
❑ligh De4 -Other _#Deemed Sysktma 0 MODIFICATION SW_(Praridepermitlll
❑Coastal Management ❑Excavaion&FM El Bridges a Culverts ❑Strutfiaes krfomration
❑Upland Development ❑Maina Development 0 Urban Waterfront
❑Land Quaky ❑Erosion and Sethneirlalon Conhd Plan nib acres ttr be dnberbet[(CK# (tor DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
❑Wetlands(Alt Check al that awl! Isolated inland on Property❑Yea c No
Wetlands en Site.[]Yes®No Buffer Impacts:❑No❑YES acres)
Wetlands Delneaion has been oonpleled:❑Yes El No l4inar Variance:❑No❑YES
US ALOE Approval ofDefaiealon completed: ❑Yes❑No Meier General Vaience 0 No❑YES
404Appica5on.hi Process adUSACOE: ❑Yes ❑. No 401 Application requie&❑YespNo If YES,❑Regular
Permit Received from US ACOE❑Yee❑No Perennial,Blue One skean,etc on site❑yes❑No
For DENR use only
Fee Split for multiple permits: ((,heck# ) Total Fee Amount$
SUBMITTAL DATES Fee SUBMITTAL DATES Fee
CAMA $ Vmisacs tIJ Mej;U Ykel S
SW a]HD.O UD.O asp
LQS S Strewn Deter._ $
S-0 5 o' Co r `o \ Re_e_1-A rc 0 r\
Ve-10' IkkoN?4-04_ . ct�� =�m
cop►cry �vCAWO 1 d►\ 27 (0- os
DECEIVE
FEB p D
�► 1008
DWQ PROj#

( CAr+<_re:T Cro SS -J
Project Name 5Lr I Ce -ir "
Stormwater Express Questionnaire(711012007)
1. What is the applicant's full legal name? C"a-}-ere.+ (,rn%=,;y. i,(� �;c�Suuaiv‘
Is the applicant associated with L Sole proprietor B [
Corporation .LLC
Partnership Municipality `
If its an LLC, is it❑Manager-managed or❑Member-managed?
°What is the applicants title within the Corp.,LLC or Partnership? 'Reel Z s{exe e y
Will an agent(someone other than the applicant)be signing the applicaton? I ]Yes l No
If Yes, what is the agents name and title?
!7ovLa ld. ( .FBI leg / f
®Please note the application signature requirements am listed in NCAC 2H.1003(e). In
summary, only the sole proprietor of a sole proprietorship, the designated manager, member-
manager,president or vice president of a corporation or LLC, the general partner of a
partnership, or a ranking official of a municipality may sign permit applications and supplements.
The signature of the engineer or other agent can be accepted only if accompanied by a signed
letter of authorization from one of the aforementioned individuals. Corporations, LLC's and
Partnerships must be registered with the NC Secretary of State's Office, and be active. Please
note that spelling, capitalization,and punctuation are extremely important Please provide the
entity name exactly as on file with the NC Secretary of State.
2 Where is the project located?
County CaYk.exlk Nearest
Town/City Cafe- r -��"
(Attach a detailed vicinity map with both local st names and SR, NC, US or Interstate
highway numbers,plus other relevant information such as town or city names, directions to, etc.
Show the nearest intersection of two major roads on the vicinity map.A major road is any 1, 2 or
3 digit NC, US orb highway.)
If the project is located In Brunswick, Onslow, or New Hanover Counties, or a small
portion of northern Pender County or the unincorporated areas outside of Morehead City
and Atlantic Beach in Carteret County,NPDES Phase II Post-Construction rules will
apply, unless a vested development right, as described in the Session Law, can be
demonstrated,which Is dated prior to July 1,2007.
3. What is the name of the receiving stream? 9e2y- C rQ_Q_(
What River Basin is it located in? Ins Oak—
What is the classification of the receiving stream? CoI.\A)
For SA or SR waters, a separate scaled topographic map will be required. The project must be
accurately located on the map and the%mile radius from the property comer closest to the SA
or SR receiving stream must be drawn on The map. If you claim that the project is not within%
mile of SA or SR waters,you must conduct a series of chlorides tests to demonstrate that the
chlorides level at a point in the receiving stream that is at least 1I mule from the project is less
than 500 ppm. Samples must be sent to a State certified lab for testing.
4. If the project is high density,what type of stormwater management BMP's are being proposed?
(check all that apply
Wet Detention M..Infiltration Trench Infiltration Basin Sand Filter
Bio-retention Wetlands Alternative Offsite
Dry Detention NPDES Phase II Other _
How many separate BMP's are being proposed 0, 3 4 5 6 7 8 9 18 11 12 Other
5. Is there offsite runoff from the adjacent properties or public right-of- that { rain into any of
the proposed BMP's on the project and is not being diverted? U Yes No ❑N/A
6. Is a road across other property required to access the project? ❑Yes NoC "El E' IN/A�r E
Page
1 2 FEB 0 It 2008
DWQ

Wc._l ov Ceti-Veered+ C-(&
Project Name SLID l
p e; 5
7. Is there any existing development or pre-1988(Wang BUA located gie pro rty?
(Please document, delineate and identify.on the plans) es LNo ❑ N/A
8. Will the high density project collect all of the proposed BUA? Alyes ❑ No ❑ N/A
(If not, attach a separate explanation sheet)
� `> 4 �-*or ctr:v e wc•Ifs •
9. Will the project involve theivision and sale of property? ❑Yes 'No El N/A
Is the subdivision❑residential or❑commercial?
How many lots are proposed? IV�
(Deed restrictions ate required for all ntial, commercial,low density or high density sub-
divisions Specific language forthe various types of subdivisions is available from DENR.)
10. Will the plans show all delineated wetlands? El Yes ❑ No 1►: N/A
(All projects require either a signed wetlands delineation map ore wetlands report to
submitted with the application. Only a trained professional may provide information regarding
the presence or absence of wetlands.)
11. Are wet detention ponds or other engineered controls proposed to be located Ejacent
wetlands? ❑Yes IA/No . El N/A
(If,yes, a physical means to prevent the dewatering of the wetland must be provided, or the
SHWT must be provided to demonstrate that the permanent pool of the BMP is above the
SHWT and will not dewater the wetlands over time. Where possible, all BMP's and swales
should outlet into back the wetland(with level spreaders).
12. For infiltration projects,a site visit must be completed with the DENR soils scientist to verify the
soil type,water table and infiltration rate provided in the soils report
What is/was the scheduled site visit date? A u—:04 v•vt -Crows t.tesi-
(Indude a copy of the consultant's soil report with the application.)
13. Level Spreaders are required at the outlet of all engineered controls _td swales prior to entering
surface waters or wetlands.Will the plans reflect level spreaders? ►l es ❑ No 0 N/A
(The purpose of the level spreader's to reduce the energy of the ineonwig runoff and to
promote diffuse sheet flow to prevent erosion and scour into the receiving waters or wetlands.)
14. Is this project El A modification to an existing permit
A lot that will be treated in an existing, previously permitted BMP?
What is the name of the existing permitted facility? Q/A-
What is the permit number of the existing permitted facility?SW8
Is the permitted facility in compliance with its permit? Yes No N/A
Have the deed restrictions been recorded? Yes No N/A
Have the deed restrictions been submitted? Yes No N/A
Has the Designer's Certification been submitted? Yes No N/A
15. Do the plans reflect all information in 15A NCAC 2H.1003(g)? ( Yes ❑No ❑ N/A
16. Will all of the design requirements for each proposed BMP be met? ii Yes ❑ No ❑ N/A
(If not,attach a separate explanation sheet Please note that the E •less program is not set up
to handle any type of deviation from the standard design.)
17. For each BAP in all Kip density projects,and low density curb outlet swaps projects the
individual drainage area for each proposed BMP must be clearly delineated.
18. Any revisions made to the application as a result of this review may cause changes to the other
documentation. Plans, calculations, application,and supplements should be reviewed for any
necessary changes. For example,changing the orifice size will require a modification to the
calculations, the pond details on the plans, and page 1 of the supplement.
Page 2 of 2

Wachovia at Cape Carteret Shopping Center
Project Narrative
1. General Information
a. Name of Project. Project Name is Wachovia at Carteret Crossing
Shopping Center
b. Street Address, City, County. Address is 301 W.B. McLean Drive, Cape
Carteret, NC
c. Acres in Tract. Tract is 1.03 Acres
d. Acres Being Disturbed. Approx 1.2 acres disturbed
e. Acres in Wetlands. No wetlands on site
1. Wetlands Must Be Delineated &Sign-Off Obtained From The Corps
2. Proposed Wetland Impacts Require Permits From Corps& DWQ
f. Ownership Information From NC Secretary of State Web Site. H. David
Swain is Agent Name for Carteret Crossing, LLC on the NC Secretary of
State Web Site
g. Description of Development Proposal
1. Previous or Existing Permits. There were no previous stormwater
permits for this site. Site was previously a muffler shop and a Dairy
Queen. Site was 100%impervious. Site is currently partially
demoed. All structures have been removed. Bare sand exists on
75% of the site and the remaining is still covered in asphalt.
2. Tax parcel ID Number. Tax parcel ID Number is
538405170841000
h. Pre-1988 Built Upon Area, If Applicable. Pre 1988 BUA is 100%
i. Discuss Phasing of the Project&Stormwater Facilities When
Applicable. No phasing. Project will include single effort of all
subgrade,stormwater,parking and building work.
j. Discuss Proposed Waste Water Treatment&Water Supply.
Wastewater will be on site septic. Septic field will be more than 50
feet away from underground infiltration system. Also vegetative filter
will be more than 25 feet away from septic field. Water is from West
Carteret Water Corporation water system.
k. Identify Historic Sites& Projects Being Funded With Public Monies.
There are no historic sites on this property all all funds on this project
am private.
I. Disclose Any/All Non-Compliance Issues with DENR Agencies. There
are no non-compliance issues on this property.
2. Stormwater Information
a. Provide River Basin, Stream Classification & Index Number for All water
Bodies On or Adjacent To The Project or Closest to The Project Area.
Site is in the White Oak River Basin. The receiving stream is Deer
Creek. Deer Creek classification is SA/ORW. Deer Creek streamindex
is 20-36-1.
ECEPVERD
FEB 042008
DWO
PROJ#

b. Identify Whether the Stormwater Design is High Density or Low Density,
Commercial or Residential, State Stormwater or NPDES Phase II,
Address Vested Rights When Applicable; Identify Pockets of High
Density. Design is high density, commercial, and needs state
stormwater because over an acre disturbed. This is not an NPDES
Phase 11 site. No vested rights apply to this site. There are no pockets
of high density on this site.
c. Proposed Total % Impervious Surface. %impervious will be 55 - 60%.
d. Number of Proposed Treatment Measures, Type(s) of Collection
System. Site will use underground infiltration with Stormtech 310
storage domes and gravel all wrapped in filter fabric. Collection
system will be a couple drop inlets, RCP pipe, a bypass box.
e. Will All Built Upon Area Be Collected. All BUA will be collected except a
small portion where the driveways have to ramp up into the site.
f. Identify Whether or Not the Project Has Buffer Requirements &
Whether or Not Development Is Proposed Within A Buffer. No buffer
requirements apply to this project site.
g. Discuss Coastal Management Areas of Environmental Concern When
Applicable. NO CAMA AEC on site.
h. Disclose Whether or Not Off-Site Runoff Is Coming Onto The Site or Into
The Proposed BMP No off site runoff will go to on site collection or
treatment system. Off site runoff will be diverted around the site.
i. Discuss Whether Road Construction Across Other property is
Necessary To Access This Project. No new roads are necessary. Site
will access existing adjacent access aisle in parking lot of shopping
center.
j. If An On-Site Evaluation Of The Soils Has Been Done, Discuss
Infiltration Rates, Seasonal High Water Table, etc., and Include Date Of
Site Evaluation (This Is Required For Infiltration Projects). Evaluation
was by ECS on January 30, 2008. Infiltration rate was 2.3 inches per
hour. SHWL was 30 inches.
Other:
Because the site was 100% impervious and we now propose a 55 - 60 %
impervious site with stormwater treatment and vegetative filter, we consider this to
be redevelopment. Therefore, we respectfully request that the groundwater
separation requirement for this site be reduced from 2 feet to 1.5 feet. This will
allow more water to be collected and treated because the ramped up driveways into
the site will be shorter. It will allow a more functional site due to less grade change
with respect to adjacent grade.
RE CEVE '
FEB042008
DWQ
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DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
Complete and email this form to Wncent Lewis@ncmait net. If there are more than 7 areas to be tested,
attach a second sheet
Scheduled Site Visktt Date and Time
I4•1o.-koui& r}-�
Project Name: Cry*. -4 (e epCounty:
Street Address:'l 44,B. l LeaA4 (Nc- 61-WY ?4�
Directions from the nearest intersection of two major roads:
t'r_cisk X sa r cc NG 24- avVi M �$ fro .e.ect /8 M I Le- etc
42Vu. ids ,M%-C.. 144- la tAst-ev tkktretaS aft( Mari
>1 acre being disturbed? KYES ONO CAMA Major required? DYES �
�NO Grtd+`fi
Consultant Name: Mmj k_ur-; '1 Phone: g o9 .S9'1 -Z12`j L4vV •
Consultant Firm Name: er+'se.✓ fir o vt `f"a.y\✓te-ie.
Bore Number ` 1 2 3 4 5 6 7
a) Existing Ground Elevation
b)Proposed Bottom Elevation 37€)
c)Subtract(a—b) I + 0
d)Add 2 ft. (Min. Bore Depth) S+O
e) Hardpan Depth?
f) Infiltration Rate OK?
g)Actual Elev. Of SHWT
h) Max. lowest bottom elev.
Comments 6.1.." r-}-Sr, s Sckvj V C� 2,S 4't.
"fit iy v aJ a ve.Q rev a'a ta-kAfei e," S Ler a.w.4
T1 da ri Qke.,en wt , l b07r5 i f YV cc& , 11 e.eeiaire s uutL
r_ esr 1 � `-" o rm r 1•5- s7.$
Requ+-• Attachments:
1. Legible vicinity map.
2. Compete Soils Report.
3. PDF formatted site plan with the boring locations to be tested.Site plans should
be emailed or hand-delivered only. Illegible faxed maps will not be accepted.
All proposed infiltration areas and existing,active utility lines located within the proposed
basin/bench 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 pavement and there is no open area nearby,'equipment capable of
breaking through the impervious layer must be provided. The soils investigation does not lake
the place of a soils report prepared by an appropriate professional. The Soils Scientist will only
verify the soil conditions that we reed in the Soils Report and make a determination as to
the suitability of the site to meet the infiltration design requirements under NCAC 2H.1000, and
assumes no liability should the system fall.
SAWQMSTORMWATERIFORMSIinfiltration site visitfor

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From: 01/31/2009 15:19 1314 P.002/005
_ '-EC►T-.cA_ 0L A ,:. : : . . '
C**O .INA6 • G• eoteclinical'•Construction Materials•Environmmental'Facilities'. .. . - : -
: : . . • • • • • • : anuary 31;•200$..
: • Mr..laenald .• . _ • • " : • ' • . . • -
Carteret Crossing;LLC; • : :
1111 •
Mihtar-y.CutoffRoad,Suite.25.L1•- :..':..::-•.:..:. :..:..:..•. :• :. ;;...:..: .: ...:. : ''::=:
Wilmington,:North`Carolina•28405 =
Re: . Infiltratioa Evaluation . :
. • ' •• •: Cap
e.Carteret,North C•ar•olina • : : - : •• - - •- .
• .- • •ECS`• Frojec•tN•o.••22:13767.• -' :
• •: -' . •.,..Deer Mr:Fallis, ` ':. :. ::. •• •:: -
•
ECS.•..• .-.nas;••LLP.(•EC-S):.r•ecei tly.-conducted:an:uifiI�tion:evaluation• .'•foi.the proposed • `•:_•_•`."_:
'.• ' ': :' 'if+fittration area:at:the:sit•e'located:off:of Highway.:24'iri.Cap•e.Cartere•t,Noit. ....:laia.::This = : _ - :.
:• .•latter;:with:attachments;is the:repoof oiirevalua,:... . .. .:•' :` .: • • • =:`:,
F1eld Testing: : : : ::• : . : : ' . : '.::: : :. :.=
•
•On January 30; 2008-•ECS•':•c•onduct•ed'.an:exploration.of.ilie subsurface.•soil:and:giound'•:water ..- • : - -
conditions':at:one requested:location shown on.'the attached=.Sibs°Dia•g •n•:.he location':was
-•:-..-..........field:located.:utili ;a:site locati �r:map:.prodded:by';CErisei;:Troutman :Tanner Consulting•• :
. • .:: Engirieer•s. ::The:.purpose::oE-:t is:exploratioir:•:was tix;obtain subsurface':=mfomiation:of:t e ` ----- _ =. ::`
.suitability f the i-n-place•:soils for he:.proposaed iifilfratign•.area:.:We:explored;t a subsurface. ":-.--": ::-•_:.•.=::..
soil=and:ground:water conditions:lry.►•:advancing:one.hand°auger:boring=into the:exi ting.8 ound --:.°:-:
: :surface:at•:tlie`regciesfcd boring locat on. We visually.:-classifieii:the subsurf ce':sois and
: . . •-: obtaiined representatives ples:af each:.soil:: ype a •rn teredWe-:also ecaciT a healnaiind:•:;••.: :• •••: -_.:---.•':-!.
:: ..water:level.obser_ved-at•-the-t •ne of each haitd:atiger•boring: Tlie-attached-I•nfiltration•: •Evaluation':,_.:•.. :-
•
Formprovides e'simoiriary:of-the:subsiirface:cond•itioiis• encounteaed at each hand auget.•iioriug'.'.
leoatioii:
The•
ground:waterlevel:and:th•e'•seasonal: isgroundwater level(SIIWL):wei+e`estimat'ed,at the :
- • - ':lioriiig•locationbelow•the:exist ngr grade ele vat on:•Below is a:summary of the boring location: : :
::: Location .':' =.• -: • : :'• '•Watei.Level: . • - : - : SHWI :.:.:: ::. :'•'
•:•30=inches: `.• ..
•
•
•
" -We have•conducted art m•filti•atl•on teat near hard aug•er•borin•g to:est•imate tlie:i liltiatian•Fate:far:- : -:- : - ;:•.-'
the subsurface soils:•.The infiltration tests are:typically conductecid at two t above:the SHV►L ' .. .. =: ...
7211:• Ogden Bi•isiuess •Talc:• •S•ui•te . ••• '-Vil •mingt•o•—..•••..284•3•1:.!(9101-68tr9114- Fax[phone]. www a.-:...ed coin: -: :
Asheville,NC Charlotte,NC Gaeeensboio.NC•:Gree• nville,Sc.Reteiglj,,NC,. -waniboro;NC*••Wiliningtoxr NC: "
: . ; : - - • :- : abating services : - :.

From: 01/31/200B 15:20 11314 P.003/005
Infiltration Evaluation
Wachovia
Cape Carteret;North Carolina
ECS Project No.22.13767
Field Test Results
Below is a summary of the infiltration test results:
Location Description Depth Inches/hour Inches/minute
1 Tan/orange/grey 12 inches 2.3 0.04
• fine SAND
w/silt
Infiltration rates and SHWL may vary within the proposed site due to changes in elevation and
subsurface conditions.
If you have any questions regarding this report,please contact us at(910)686-9114.
Respectfully,
ECS CAROLINAS,LLP
A/Speovie Nita a,
K.Brooks Wall Walid .Sobh,P. .
Staff Geologist Principal Engineer
NC License No.22983
CC:Mark Arcurl,PP-CTT
Attachments: Site Diagram
Infiltration Evaluation

From: 01/31/2008 15:20 11314 P.004/005
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From: 01/31/2008 15:20 0314 P.005/005
Infiltration Evaluation
Wachovia
Cape Carteret, North Carolina
ECS Project No. 22.13767
January 30, 2008
Location Depth Soil Description
1 0-2" Asphalt
2"-10" ABC Stone
10"-24" Tan/grey/orange fine SAND w/silt
24"-48" Tan fine SAND
Seasonal High Water Table was estimated to be at 30 inches below the existing
grade elevation.
Infiltration Rate: 0.04 inches per minute(2.3 inches per hour)
Test was conducted at 12 inches below existing grade elevation
Ground water was encountered at 40 inches below the existing grade elevation.

From: 01/31/2008 15:19 11314 P.001/005
,r`�iti�'ECS CAROLINAS,LLP
7211 odgen Business Park
Suite 201
Wilmin9 Fax Cover Sheet
1Mlmington,NC Z8411
LLP [phone]..,.....-La,„....„M-Lwroviall.mw
[phone] fax
C FICH.1IMAS Date: January 31, 2008
To: #of Pages (incl.cover) 5
Mr..Mark Arcuri; PE..
Criser Troutman Tanner Consulting Engrs.
P. O. Box 3727
Wilmington, NC 28406-3727
Phone: [phone] Fax: [phone]
From: Brooks Wall Faxed by: JA01
Re: Wachovia Infiltrations
ECS Job#22:13767—Wachovia in Cape Carteret Infiltrations
Originals to Follow Via:
n Mail ❑ FedEx/UPS El Courier u N/A
Remarks: 0 Urgent n Reply ASAP ® For Your Review LI Please Comment