SW8080128_HISTORICAL FILE_20080626

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. FSW8 6`d :2_V
DOC TYPE CURRENT PERMIT
❑ APPROVED PLANS
© HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 2 o o g p,,, 2
YYYYMMDD

pF `N AT, Michael F. Easley,Governor
V Q William G.Ross Jr.,Secretary
0 Y North Carolina Department of Environment and Natural Resources
j Coleen H. Sullins, Director
H
p � Division of Water Quality
June 26, 2008
Mr. Ken Fenton, President
Petroleum Fuel & Terminal Company Subsidiary of Apex Oil
8235 Forsyth Blvd., Fourth Floor
St. Louis, Missouri 63105-1623
Subject: State Stormwater Permit No. SW8 080128
Apex Oil Tank Expansion
High Density Project
New Hanover County
Dear Mr. Fenton:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Apex Oil Tank Expansion on June 25, 2008. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Session Law 2006-246 and Title 15A NCAC 2H.1000.
We are forwarding Permit No. SW8 080128 dated June 26, 2008, for the construction of
the subject project.
This permit shall be effective from the date of issuance until June 26, 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 sixty (60)
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 sha Lau, or me at [phone].
Si erely,
d and Beck
Regional Supervisor
Surface Water Protection Section
ENB/ahl: S:\WQS\STORMWATER\PERMIT\080128.jun08
cc: Ms. Carrie Cranwill, Anderson & Associates, Inc.
New Hanover County Building Inspections
City of Wilmington Development Services
Beth E. Wetherill, New Hanover County Engineering
GW. .ilmington_Regional`Office
Central Files
127 Cardinal Drive Extension,Wilmington,North Carolina 28405-3845 One
Phone: [phone] Fax, 910-350-20041Internet: h2o,encstate,nc.us NorthCaroltna
An Equal Opportunity/Affirmative Action Employer-50%Recycled/10%Post Consumer Paper Naturally

State Stormwater Management Systems
Permit No. SW8080128
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Mr. Ken Fenton and Petroleum Fuel & Terminal Company Subsidiary of Apex Oil
Apex Oil Tank Expansion
3329 River Road, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of 2 infiltration basins 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 June 26, 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
controls have been designed to handle the runoff from 447,372.13 square feet of
impervious area.
3. This basin must be operated with a 30' vegetated filter.
4. The tract will be limited to the amount of built-upon area indicated on page 3 of
this permit, and per approved plans. The built-upon area for the future
development is limited to 0 square feet.
5. 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.
6. 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. SW8080128
7. The following design criteria have been permitted for the infiltration basin and
must be provided and maintained at design condition:
Drainage Area #1 Drainage Area #2
a.Draina a Area, acres: 6.61 3.66
Onsite, ft 201,957.07 159,546.86
Off site, ft 0 0
b.Total Impervious Surfaces, ft : 201,957.07 62,710.70
c.Desi n Storm, inches: 1.5 1.5
d.Basin Depth, feet: 2.5 9
e.Bottom Elevation, FMSL: 31 25
f.Bottom Surface Area, ft : 4,949 5,037.7
g.Bypass Weir Elevation, FMSL: N/A N/A
h.Permitted Storage Volume, ft : 881,469.50 400,827.00
i.Type of Soil: sand sand
'.Expected Infiltration Rate, in/hr: 5.9 5.9
k.Seasonal High Water Table, FMSL: 29 22
(.Time to Draw Down, hours: 24 24
m.Receivin Stream/River Basin: Cape Fear River/ Cape Fear Basin
n.Stream Index Number: 18-(71)
o.Classification of Water Body: "SC"
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.
G. 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, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8080128
6. 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.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. Access to the stormwater facilities shall be maintained via appropriate recorded
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. Prior to the construction of any permitted future areas shown on the approved
plans, the permittee shall submit final site layout and grading plans to the
Division for approval.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
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.
III. GENERAL CONDITIONS
1 . This permit is not transferable to any person or entity 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 completed Name/Ownership Change form
to the Division of Water Quality, signed by both parties, and accompanied by the
supporting documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
Page 4of7

State Stormwater Management Systems
Permit No. SW8080128
3. 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.
4. 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.
5. 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.
6. 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.
7. The permit remains in force and effect until modified, revoked, terminated, or
renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and
reissuance, renewal or termination does not stay any permit condition.
8. 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.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
11. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this e 26th day of June, 2008.
NOR CAROLINA E VIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality .
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8080128
Apex Oil Tank Expansion
Stormwater Permit No. SW8 080128
New Hanover County
Designer's Certification
I, as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8080128
Certification Requirements:
1 . The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
3. All the built-upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/ bypass structure weir elevation is per the approved plan.
6. The outlet / 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.
15. All components of the stormwater BMP are located in either recorded
common areas or recorded easements.
cc: NCDENR-DWQ Regional Office
New Hanover County Building Inspections
Page 7 of 7

OFFICE USE ONLY.
Date Received Fee Paid Permit Number
, a 1 Sw eq 8
lz ��ees : W12ose"5-
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may he photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation,individual,etc.who owns the project):
Petroleum Fuel & Terminal Company Subsidiary of Apex Oil
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Ken Fenton p���jtlJ�f.11
3. Mailing Address for person listed in item 2 above:
8235 Forsyth Blvd. , Fourth Floor
City: St. Louis State: Missouri Zip: 63105-1623
Telephone Number: ( 314 ) 889-9610
4. Project Name (subdivision, facility,or establishment name-should be consistent with project name on plans,
specifications,letters,operation and maintenance agreements,etc.):
Apex Oil Tank Exoanion
5. Location of Project (street address):
3329 River Road
City: Wilmington, NC 28412 County: New Hanover
6. Directions to project (from nearest major intersection):
Site is south of the intersection of Shipyard Blvd. & River Road,
near the State Port Authority.
7. Latitude: 34.13 Longitude: -77.92 of project
8. Contact person who can answer questions about the project:
Name: Carrie Cranwill Telephone Number: ( 336 ) 931-0910
II. PERMIT INFORMATION:
1. Specify whether project is (check one): _x New Renewal Modification
Form SWU-101 Version 3.99 Page I of

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 x High Density _Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erasion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
I. 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 .
Existing tank site and proposed expansion area will be treated with infiltration.
2. Stormwater runoff from this project drains to the Infiltrates on site River basin.
3. Total Project Area: 10.23 acres 4. Project Built Upon Area: 68.56 %
5. How many drainage areas does the project have? 5 (Existing a Proposed)
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information Drainage Area I Drainage Area 2
Receiving Stream Name Cape Fear River Basin Cape Fear River Basin
Receiving Stream Class SC sc
Drainage Area 287,825.27 sf 159,546.86 sf
Existing Impervious* Area 0 AC 22,559.92 sf
Proposed lmpervious*Area 201, 957.07 sf 40,150.78 sf
%Impervious*Area (total) 70.0% 1 39.3%
Impervious*Surface Area Drainage Area I Drainage Area 2
On-site Buildings 0 0
On-site Streets 0 0
On-site Parking 0 0
On-site Sidewalks 0 0
Other oil-site 201, 957.07 sf 62,710.7 sf
Off-site 0 0
Total: 201, 957.07 sf Total: 62, 710.7 sf
Impervious area is defined as the built upon area including, but not limited to, buildings, roads,parking areas,
sidewalks,gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

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

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality(DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
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 01X_ AGCNf
• One copy of the applicable Supplement Form(s) for each BMP 0,('. Pcr-N>
• Permit application processing fee of$420 (payable to NCDENR) (° (nP/�r
Detailed narrative description of stormwater treatment/management cff
• Two copies of plans and specifications, including:
-Development/Project name
-Engineer and firm
-Legend
-North arrow
-Scale
-Revision number& date
-Mean high water line
-Dimensioned property/project boundary
-Location map with named streets or NCSR numbers
-Original contours,proposed contours,spot elevations, finished Floor elevations
-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)
VIL 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): Anderson & Associates, Inc.
Mailing Address: 406 Gallimore Dairy Rd.
City: Greensboro State: HC Zip: 27409
Phone: ( 336 ) 931-0910 Fax: ( 336 ) 931-0990
VIII. APPLICANT'S CERTIFICATION
I. (print or type narne of person listed in General Information, item 2) kern FC-6'LTON
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of 15A
NCAC 2H.1000.
Signature: Date:
Form SWU-101 Version 3.99 Page 4 of 4

Basin Information Drainage Area 3 Drainage Area 4 Draina e Area 5
Receiving Stream Name Cape Fear River Basin Cape Fear River Basin Cape Fear River Basin
Receiving Stream Class Sc Sc Sc
Drainage Area 21,606.97 SF 9,484.0 SF 36234.77 SF
Existing Impervious Area 0 0 0
Proposed Impervious Area 10,259.69 SF 8,112.0 SF 22520.42SF
% Impervious Area 47.50% 85.50% 62.15%
Drainage Area 3 Drainage Area 4 Drainage Area 5
Impervious Surface Area 0 0 0
On-site Buildings 0 0 0
On-site Streets 0 0 0
On-site Sidewalks 0 0 0
Other on-site 10,259.69 SF 8,112.0 SF 22520.42 SF
Off-site 0 0 0
Total: 10,259.69 SF Total: 8,112.0 SF Total: 22,520.42 SF

RE:Apex Oil Tank Expansion-Wilmington
Subject: RE: Apex Oil Tank Expansion - Wilmington
From: "Cranwill, Carrie" <[e-mail]>
Date: Wed, 25 Jun 2008 06:51:22 -0400
To: "Aisha Lau" <[e-mail]>
Aisha,
The answer to question 5 is probably not clear on the drawings. The 100
year volume on the 11x17 sketches accounts for the volume of the tanks.
We took the volume of stormwater and tank volume and adjusted the 100
year elevation. You should have gotten revised drawings last week.
Thanks,
Carrie
-----Original Message-----
From: Aisha Lau [mailto:[e-mail]]
Sent: Tuesday, June 03, 2008 5:34 PM
To: Cranwill, Carrie
Subject: Re: Apex.Oil Tank Expansion - Wilmington
Hello Carrie,
I am sorry that it has taken me longer than anticipated to get back to
you. After reviewing the additional information and altered project
plans I have some new additional information requests.
/ 1) The calculations provided show that there is enough volume in the
I }nfiltration basins to infiltrate the design storm in 2 days, however it
l ,'IrIM
' doesn't show that- the pumps will pump it that quickly. Please provide
this calculation as well.
?j ) It appears that Infiltration Basin 41's overflow goes into
Infiltration Basin 42, possibly contributing to its treatment volume.
W*Since treatment units cannot overflow into other units it would likely
be better to combine the two infiltration basins into a single basin or
alter the overflow path to drain away from the other unit.
3) Dimensions are required even on irregular shaped structures. Please
/provide the dimensions for at least one of the reported elevations for
each infiltration basin, and show it on the plans.
v4) Please provide' at least one cross-section for each infiltration basin
on the plans so that the slopes can be shown.
5) The calculations show how the volume of the 100 year storm was
calculated based on conical values at each elevation. Were the volumes
of the tanks subtracted from these values somewhere? I was'unable to
find it.
Please provide the requested information by June 25, 2008 or the project
will be returned as incomplete. If you have any additional questions
don't hesitate to call or e-mail me.
Take care,
Aisha
Cranwill, Carrie wrote:
Aisha,
1 of 2 6/25/2008 9:48 AM

RE: Apex Oil Tank Expansion-Wilmington
I wanted to follow up and see if you had any questions etc. that we
needed to discuss concerning the Apex Oil project. Please let me know
if you would like to have a conference call as I mentioned below to
clear up any questions or concerns.
Thanks,
Carrie
------------------------------------------------------------------------
*From:* Cranwill, Carrie
*Sent:* Friday, May 02, 2008 12 :23 PM
*To:* ' [e-mail]'
*Subject:* Apex Oil Tank Expansion - Wilmington
Aisha,
You will be receiving the drawings today (if you have not already) and
John Joyner is dropping off new maintenance agreements. We had to
prepare stormwater calcs for you and for the city. There were 3 sheets
of pre and post cn values that did not get included in your booklet
that I think you will need - they were in the Wilmington booklet. I
have attached them with this email just in case. If you have any
questions or. concerns when you review the drawings please give us a
call. This site does not fit "in the box" and it might be easier to
have a conference call that I would like to include Jim Billups in to
discuss the site when you get a chance.
Thanks
Carrie Cranwill, RLA, EI, Project Manager
*/Anderson & Associates, Inc./*
406 Gallimore Dairy Road
Greensboro, NC 27409
Phone:[phone]
Fax:[phone]
[e-mail]
web: www.andassoc.com
gis: www.webgis.net
2 of 2 6/25/2008 9:48 AM

RECEIVED
JUN 17 2008
A®, BY: Q 1
❑LISPS ❑UPS ®Attached
ANDERSON a ASSOCIATES, INC. LETTER OF TRANSMITTAL
PROFESSIONAL DESIGN SERVICES
406 GALLIMORE DAIRY ROAD.,GREENSBORO,NC 27409
Phone [phone] FAX [phone]
DATE 06/16/08 JOB NO. 25692
TO: NCDENR Wilmington Regional Office A I I LN I IUN Aisha H. Lau
RE: Apex Oil Wilmington Site Expansio
127 Cardinal Drive Extension
Wilmington, NC 28405 U
Phone# [phone]
We are sending you ®Attached ❑Under separate cover via the following items:
❑Shop drawings ❑Prints ®Plans ❑Samples ❑Specifications
❑Copy of Letter ❑Change Order ❑
Copies Date No. Description
1 06/16/08 25692 Stormwater Calculations/Narrative
2 06/16/08 25692 Sets of Site Review Drawings
THESE ARE TRANSMITTED as checked below
❑For approval ❑Approved as submitted ❑Resubmit_copies for approval
®For your use ❑Approved as noted ❑Submit_copies for distribution
❑As requested ❑Returned for corrections ❑Return —corrected prints
®For review and comment ❑
❑For Bids Due ❑Prints returned after loan to us
Remarks
Copy to file Signed

STORMWATER MANAGEMENT PLAN
DWQ
PETROLEUM FUEL AND TERMINAL COMPANY
APEX OIL SITE EXPANSION
3329 RIVER ROAD
WILMINGTON, NC
RECEIVED
Prepared by: JUN 17 2008
James R. Billups, PE
Anderson & Associates, Inc.
406 Gallimore Dairy Road
Greensboro, NC 27409 \,.��o�z"Ilc
Phone: [phone] ;� �, oFesSEAL
s;•�� %
007416
May 1 , 2008 %9� �O ONE g
A&A Project No. 25692.00 '
d�
—/—
�o0fj
6 � /6 - zDoB „

Stormwater Narrative
Owner:
Apex Oil
8235 Forsyth Blvd. Fourth Floor
St. Louis,Missouri 63105-1623
[phone]
Local Terminal Manaeer: .
John Joyner
Apex Oil
3314 River Road
Wilmington N.C. 28412
[phone]
Designer:
Anderson &Associates, htc.
406 Gallimore Dairy Road
Greensboro,N.C. 27409
[phone]
Site Location:
Project site is located at 3329 River Road, Wilmington Road,N.C.
Purpose of land disturbingactivity:
Proposed disturbance is for the expansion and repair of an existing tank storage facility. The
expansion includes the construction of 3 new fuel storage tanks and the required containment
area.The repair area is the dike system around the existing tanks. Upon analysis of the existing
dike area it was determined that the existing dikes have eroded and are no longer able to contain
the required volume. For this reason the existing tank area dikes are being restored to contain the
required volume necessary to hold 110 percent of the largest tank. The existing dikes and the
proposed dikes will be stabilized with a layer of clay and crushed concrete.
Project explanation:
The site is partially developed with two existing fuel storage tanks located on the front portion of
the site adjacent to River Road and the rear portion is currently wooded and undeveloped.The
topography of the site is such that the front area is contained within a dike and the undeveloped
portion is essentially a"bowl' shape with a low spot contained in the wooded area. Probably due
to the development of the adjacent properties the natural drainage through the property was cut
off,creating essentially a bowl for stormwater to collect in. An isolated wetland is located on-site
in one area of the basin. The wetlands have been reviewed by the Corp of Engineers and are less
than the acreage regulated by NCDENR.
Due to the design criteria required for a tank storage farm, the bowl shaped area is increasing to
achieve the volume required. Storm drainage from on-site and the majority of the off-site water
will continue to collect on the proposed expansion area. In order to address the need for
containment and stormwater treatment, the stormwater will be collected and held in the proposed
dike area.The proposed dike area will be lined with a layer of clay. The water will be pumped
through an oil & water separator(pre-treatment)at a controlled rate and released to an infiltration
area.

Soil Description:
Based on available mapping the soils on site consist of:
UR—Urban Land, Hydrologic group not identified
LY—Lynn Haven, Hydrologic group B/D
BE—Baymeade Fine Sand, Hydrologic group A
Based on a Soils Report from Terraquest dated October 5, 2007; the predominate soil lithology on
the site up to a depth of 15' BGL is a loose to very loose to moderately dense fine grained Sand
(SC) with varying colors of tan, orange, white,brown,grey, and black.
Site observations show freely draining soils, with the exception of the small area containing Lynn
Haven soils, where the isolated wetlands occur. Therefore, the Urban Land portion of the site is
considered to be soils of Hydrologic Group A,taken from surrounding sandy soils.
An Infiltration Evaluation was performed by ECS Carolinas, LLP dated March 18, 2008. This
report was prepared to confirm the ability to use infiltration as the ultimate stormwater BMP for
the newly developed portion of the site, and to confirm the continued use of infiltration as the
method for stormwater control for the existing development portion of the site. It should be noted
that the existing portion of the site has never had an outlet,and there is no evidence that
stormwater has ever exited the site by overtopping of the diked areas for the entire time the
existing development site has been diked, a time estimated to be about 30 years,despite several
major hurricane strikes in the project area..
Storm Water Run Off:
Dike Area#1
The stormwater volumes calculated for the proposed dike area at the rear of the site are based on
the SCS Method and calculated using Hydraflow. A weighted CN number was determined based
on proposed and existing site conditions. The interior floor of the proposed dike will have a 8"
clay and 8"crushed concrete liner,so all calculations are based on dike area#1 being considered
impervious/impermeable
Stormwater runoff to the diked area will be totally contained within the diked area, until the
stormwater is manually released. The dike area can contain far greater than the 100 year storm,
and the Hydraflow hydrograph exhibits include a model of the containment area as a"pond", with
storm events up to the 100-year event routed to the"pond" to show that the design storms are
totally contained with a safety factor greater than 2. Thus,there is no need for an emergency
overflow from the diked area. For a storm event that could possibly result in overflow of the
diked area, the more likely failure scenario would be breaching of the dike from flooding outside
of the containment area.
Stormwater collected within the dike area will be retained until physically inspected to ensure
there are no petroleum contaminants in the stormwater. The stormwater will then be pumped to
an oil water separator, having a maximum capacity of 200 gallons per minute(gpm) of flow rate,
and then discharge to the infiltration basin area. Pumps will have a maximum discharge rate of
200 gpm(less than 0.5 cfs). . Should petroleum constituents be observed in stormwater runoff,
the facility will be required to follow procedures found in its approved SPCC plan for mitigation
and remediation prior to discharge to the infiltration area.

Dike Area#2
As noted previously, this area has infiltrated naturally for over 30 years from all stormwater
runoff events. Repair of the existing dike will occur without construction traffic being allowed
over the infiltration area. Hydraflow runoff hydrographs were prepared, and the dike area
modeled as a pond,to show that the 100-year storm event is well contained within the dike area,
with no allowance for infiltration in the storage calculations. No emergency overflow will be
provided,as a storm event of such great magnitude to be able to fill the dike area will likely
destroy the dike area from the outside, rather than the dike breaching from overtopping of the
contained stormwater runoff.' .
Pre and Post drainage areas are shown on the detail sheet.
Stormwater Runoff calculations are based on the assumption that the area of the site expansion
within the proposed dike area#1 being impervious and existing dike area#2 continuing with on-
site infiltration. Off-site drainage area was determined based on available mapping and is shown
on the detail sheets of the construction package.
Vegetation on site:
The existing containment dikes for the front of the property are maintained in a"relatively
vegetative free state." The site is sprayed at least once a year to kill any plant growth that could
pose a hazard to the facility. Based on current site conditions for the existing developed area and
the regulations discouraging vegetation, the site will consist of crushed concrete covered dikes
and floor over a clay liner for dike area#1 and crushed concrete covered dikes and a sand floor
for the existing dike area#2.
As previously documented for the City OF Wilmington Board of Adjustment, the site will be kept
free of vegetation.
The removal of existing vegetation and maintaining a clear site is addressed in the
following code references.
From the API Standard 2610, Design,Construction, Operation,Maintenance,and
Inspection of Terminal &Tank Facilities:
Section 5—Fire Prevention and Protection, 5.2.5—'The dike area and the area around
storage tanks shall be kept clean of combustible materials that potentially could be a
source of fire exposure to the tank".
Section 7—Dikes and Berms, 7.2.11 Weed Control "Measures shall be taken to ensure
that any vegetation adjacent to or within the diked area is kept to a level that does not
pose a threat to successful fire control'.
From the North Carolina Fire Prevention Code:
Section 304—Combustible Waste Material—304.1.2 Vegetation. "Weeds, grass, vines or
other growth that is capable of being ignited and endangers property, shall be cut down
and removed by the owner or occupant of the premises".

Section 3404 Storage—3404.2.6 Separation from incompatible materials. "Grass, weeds,
combustible materials and waste class I,II, or IIIA liquids shall not be accumulated in an
unsafe manner at a storage site".
Vegetation off-site (Adjacent Property):
All disturbed areas will be seeded and amended as noted on the construction drawings.
Construction Sequence:
Construction sequence is noted on the detail sheets of the construction drawings.

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Hydrograph Summary Report Hydraflow Hydrographs by lntelisolve v9.23
Hyd. Hydrograph Peak Time Time to Hyd. Inflow Maximum Total Hydrograph
No. type flow Interval peak volume hyd(s) elevation strge used description
(origin) (cfs) (min) (min) (tuft) (ft) (tuft)
1 SCS Runoff 0.005 2 1444 69 ---- ------ ------ Apex Wilmington Pre Area 1
2 SCS Runoff 3.894 2 738 20.086 --- ------ ------ Apex Wilmington Pre Area 2
3 SCS Runoff 6.882 2 728 26,481 ---- ------ ------ Apex Wilmington Post Area 2
4 SCS Runoff 8.966 2 738 44,318 --•- •—•-- ------ Apex Wilmington Post Area 1
6 Reservoir 0.000 2 n/a 0 4 32.33 44,318 Area 1 Containment
7 Reservoir 0.000 2 n/a 0 3 27.31 26,481 Area 2 Containment
apexwilmington2dwq_ponds.gpw Return Period: 1 Year Thursday, May 1, 2008

2
Hydrograph Plot
Hydraflow Hydrographs by Intelisolve Wednesday,Apr 30 2008, 11:30 AM
Hyd. No. 1
Apex Wilmington Pre Area 1
Hydrograph type = SCS Runoff Peak discharge = 0.01 cfs
Storm frequency = 1 yrs Time interval = 2 min
Drainage area = 6.650 ac Curve number = 35.7
Basin Slope = 1.3 % Hydraulic length . = 1116 ft
Tc method = LAG Time of conc. (Tc) = 99.67 min
Total precip. = 3.83 in Distribution = Type III
Storm duration = 24 hrs Shape factor = 484
Hydrograph Volume=69 cult
Apex Wilmington Pre Area 1
Q (cfs) Hyd. No. 1 -- 1 Yr Q (cfs)
0.10 0.10
0.09 0.09
0.08 0.08
0.07 0.07
0.06 0.06
0.05 0.05
0.04 0.04
0.03 0.03
0.02 0.02
0.01 0.01
0.00 0.00
0 3 5 8 11 13 16 19 21 24 27
— Hyd No. 1 Time (hrs)

Hydrograph Plot 2
Hydraflow Hydrographs by Intelisolve Wednesday,Apr 30 2008,6:38 PM
Hyd. No. 4
Apex Wilmington Post Area 1
Hydrograph type = SCS Runoff Peak discharge = 8.97 cfs
Storm frequency = 1 yrs Time interval = 2 min
Drainage area = 6.600 ac Curve number = 79.7
Basin Slope = 1.7 % Hydraulic length = 1007 ft
Tc method = LAG Time of conc. (Tc) = 24.79 min
Total precip. = 3.83 in Distribution = Type III
Storm duration = 24 hrs Shape factor = 484
Hydrograph Volume=44,318 cuft
Apex Wilmington Post Area 1
Q (cfs) Hyd. No. 4-- 1 Yr Q (cfs)
10.00 10.00
8.00 8.00
6.00 6.00
4.00 4.00
2.00 2.00
0.00 0.00
0 2 5 7 9 12 14 16 19 21 23 26
— Hyd No. 4 Time (hrs)

Hydrograph Plot 2
Hydraflow Hydrographs by Intellsolve Wednesday,Apr 30 2008, 11:30 AM
Hyd. No. 2
Apex Wilmington Pre Area 2
Hydrograph type = SCS Runoff Peak discharge = 3.89 cfs
Storm frequency = 1 yrs Time interval = 2 min
Drainage area = 5.000 ac Curve number = 67.8
Basin Slope = 2.0 % Hydraulic length = 630 ft
Tc method = LAG Time of conc. (Tc) = 22.02 min
Total precip. = 3.83 in Distribution = Type III
Storm duration = 24 hrs Shape factor = 484
Hydrograph Volume=20,086 curt
Apex Wilmington Pre Area 2
Q (cfs) Hyd. No. 2-- 1 Yr Q (cfs)
4.00 4.00
3.00 3.00
2.00 2.00
1.00 1.00
0.00 0.00
0 2 5 7 9 12 14 16 19 21 23 26
Hyd No. 2 Time (hrs)
-

Hydrograph Plot 2
Hydraflow Hydrographs by Intelisolve Wednesday,Apr 30 2008,6:38 PM
Hyd. No. 3
Apex Wilmington Post Area 2
Hydrograph type = SCS Runoff Peak discharge = 6.88 cfs
Storm frequency = 1 yrs Time interval = 2 min
Drainage area = 3.660 ac Curve number = 80.4
Basin Slope = 1.9 % Hydraulic length = 508 ft
Tc method = LAG Time of conc. (Tc) = 13.27 min
Total precip. = 3.83 in Distribution = Type III
Storm duration = 24 hrs Shape factor = 484
Hydrograph Volume=26,481 cuff
Apex Wilmington Post Area 2
Q (cfs) Hyd. No. 3-- 1 Yr Q (cfs)
7.00 7.00
6.00 6.00
5.00 5.00
4.00 . 4.00
_ . _........ _._-
3.00 3.00
2.00 2.00
1.00 1.00
0.00 0.00
0 2 5 7 9 12 14 16 19 21 23 26
— Hyd No. 3 Time (hrs)

Hydrograph Summary Report Hydraflow Hydrographs by lntelisolve v9.23
Hyd. Hydrograph Peak Time Time to Hyd. Inflow MaximumFstrge
Total Hydrograph
No. type flow Interval peak volume hyd(s) elevation used description
(origin) (cfs) (min) (min) (cult) (ft) (cuft)
1 SCS Runoff 5.908 2 796 72,492 ---- ------ ----- Apex Wilmington Pre Area 1
2 SCS Runoff 32.15 2 736 153,066 ---- ------ ------ Apex Wilmington Pre Area 2
3 SCS Runoff 34.68 2 728 138,281 -•-- ------ ------ Apex Wilmington Post Area 2
4 SCS Runoff 46.18 2 736 235,753 ---- ------ ----- Apex Wilmington Post Area 1
6 Reservoir 0.000 2 n/a 0 4 _ 34.89 235,753 Area 1 Containment
7 Reservoir 0.000 2 n/a 0 3 29.99 138,281 Area 2 Containment
apexwilmington2dwq_ponds.gpw Return Period: 100 Year Thursday, May 1, 2008

Hydrograph Report '
Hydraflow Hydrographs by Intelisolve v9.23 Thursday,May 1,2008
Hyd. No. 6
Area 1 Containment
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 100 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 4 - Apex Wilmington Post Area 1 Max. Elevation = 34.89 ft
Reservoir name = Area 1 New Containment Max. Storage = 235,753 cuft
Storage Indication method used.
Area 1 Containment
Q (cfs) Q(cfs)
Hyd. No. 6 -- 100 Year
50.00 50.00
40.00 40.00
30.00 30.00
20.00 20.00
10.00 10.00
0.00 1 Rim— 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Time (hrs)
— Hyd No. 6 — Hyd No. 4 ( Total storage used = 235,753 cuff

Pond Report 2
Hydraflow Hydrographs by Intelisolve v9.23 Thursday.May 1,2008
Pond No. 2 - Area 1 New Containment
Pond Data
Contours-User-defined contour areas.Conic method used for volume calculation. Begining Elevation=31.00 ft
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(sgft) Incr.Storage(tuft) Total storage(tuft)
0.00 31.00 21,693 0 0
1.00 32.00 37,448 29,211 29,211
2.00 33.00 55,301 46,081 75,292
3.00 34.00 87,415 70,741 146,033
4.00 35.00 114,764 100,779 246.812
5.00 36.00 121,565 118.147 364,959
6.00 37.00 125,951 123,739 488,698
7.00 38.00 130,255 128,084 616,782
8.00 39.00 134,659 132,438 749.220
9.00 40.00 139,054 136,837 886,057
10.00 41.00 143,321 141,168 1,027,225
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise(in) = 0.00 0.00 0.00 0.00 Crest Len(ft) = 0.00 0.00 0.00 0.00
Span(in) = 0.00 0.00 0.00 0.00 Crest El.(I ft) = 0.00 0.00 0.00 0.00
No. Barrels = 0 0 0 0 Weir Coeff. = 0.00 0.00 0.00 0.00
Invert El.(ft) = 0.00 0.00 0.00 0.00 Weir Type = --- --- --- ---
Length(ft) = 0.00 0.00 0.00 0.00 Multi-Stage = No No No No
Slope(%) = 0.00 0.00 0.00 n/a
N-Value = .000 .000 .000 n/a
Orifice Coeff. = 0.00 0.00 0.00 0.00 Exfil.(Infhr) = 0.000(by Contour)
Multi-Stage = n/a No No No TIN Elev.(ft) = 0.00
Note:Culved/Ndtice oudlows are analyzed under inlet(ic)and outlet(m)control. Weir risers checked tw oritim oendilions(ic)and submergence(a).
Stage(ft) Stage/Discharge Elev(ft)
10.00 41.00
8.00
39.00
6.00 37.00
4.00
35.00
2.00 33.00
F:::::E
0.00 31.00
0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00
- Total O
Discharge(cfs)

Hydrograph Report 3
HydraFlow Hydrographs by Intelisolve v9.23 Thursday,May 1,2008
Hyd. No. 7
Area 2 Containment
Hydrograph type = Reservoir Peak discharge = 0.000 cfs
Storm frequency = 100 yrs Time to peak = n/a
Time interval = 2 min Hyd. volume = 0 cuft
Inflow hyd. No. = 3 - Apex Wilmington Post Area 2 Max. Elevation = 29.99 ft
Reservoir name = Area 2 Existing Containment Max. Storage = 138,281 cuft
Storage Indication method used.
Area 2 Containment
Q(cfs) Hyd. No. 7-- 100 Year Q (cfs)
35.00 35.00
30.00 30.00
25.00 1 1 1 1 1 1 1 25.00
20.00 20.00
15.00 15.00
10.00 10.00
5.00 5.00
ftw—vi
0.00 0.00
0 2 4 6 8 10 12 14 16 18 20 22 24 26
Time (hrs)
— Hyd No. 7 — Hyd No. 3 Total storage used= 138,281 cuff

Pond Report 4
• Hydraflow Hydrographs by Intelisolve v9.23 Thursday,May 1,2008
Pond No. 1 - Area 2 Existing Containment
Pond Data
Contours-User-defined contour areas.Conic method used for volume calculation.Begining Elevation=24.00 it
Stage/Storage Table
Stage(ft) Elevation(ft) Contour area(scift) Incr.Storage(curt) Total storage(curt)
0.00 24.00 00 0 0
1.00 25.00 5,038 1,679 1,679
2.00 26.00 8,784 6,824 8,503
3.00 27.00 13,842 11,216 19,720
4.00 28.00 30,447 21,604 41,324
5.00 29.00 50,035 39,834 81,157
6.00 30.00 66,315 57,978 139,136
7.00 31.00 69,211 67,751 206,887
8.00 32.00 97,972 83,168 290,055
9.00 33.00 105,512 101,709 391,763
10.00 34.00 119,027 112,190 503,954
Culvert/Orifice Structures Weir Structures
[A] [B] [C] [PrfRsr] [A] [B] [C] [D]
Rise(in) = 0.00 0.00 0.00 0.00 Crest Len(ft) = 0.00 0.00 0.00 0.00
Span(in) = 0.00 0.00 0.00 0.00 Crest El.(ft) = 0.00 0.00 0.00 0.00
No.Barrels = 0 0 0 0 Weir CoeH. = 0.00 0.00 0.00 0.00
Invert El.(ft) = 0.00 0.00 0.00 0.00 Weir Type = --- --- --- ---
Length(ft) = 0.00 0.00 0.00 0.00 Multi-Stage = No No No No
Slope(%) = 0.00 0.00 0.00 n/a
N-Value = .000 .000 .000 n/a -
Orifice Coeff. = 0.00 0.00 0.00 0.00 Exfil.(Infhr) = 0.000(by Wet area)
Multi-Stage = n/a No No No TW Elev.(ft) = 0.00
Note:Culven/0ilice oudlors are analyzed under Inlet(to)and outlet(w)control. Weir riaers checked for orifice conditions(ic)and suMrergence(a).
Stage(ft) Stage/Discharge Elev(ft)
10.00 34.00
8.00 32.00
6.00
30.00
4.00 28.00
2.00 26.00
0.00
24.00
0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90 1.00
Total O Discharge(cfs)

Phone [phone] FAX [phone]
MAY 0 2 1 � ,❑ PS ❑UPS ®Attached
ANDERSON &ASSOCIATES, INC. Q�'' L E T ER OF TRANSMITTAL
PROFESSIONAL DESIGN SERVICES
406 GALLIMORE DAIRY ROAD.,GREENSBORO,NC 27409
DATE 5/2/08 JOB NO. 25692
TO: NCDENR Wilmington Regional Office Aisha H. Lau G G
127 Cardinal Drive Extension Re Apex Oil Wilmington Site Expansion
Wilmington, NC 28405
Phone# [phone]
We are sending you ®Attached ❑Under separate cover via the following items:
❑Shop drawings ❑Prints ®Plans ❑Samples Specifications
❑Copy of Letter ❑Change Order ❑
Copies Date No. Description
2 5/2/08 25692 Sand Filter Maintenance Agreement 1original/1copy)
2 5/2/08 25692 Sand Filter Maintenance Agreement (1 original/1 copy)
THESE ARE TRANSMITTED as checked below
❑For approval ❑Approved as submitted ❑Resubmit copies for approval
®For your use [--]Approved as noted []Submit_copies for distribution
❑As requested ❑Retumed for corrections ❑Return_corrected prints
®For review and comment ❑
❑For Bids Due ❑Prints returned after loan to us
Remarks
Copy to file Signed
i
U10

s('1V0 �olz �
® ® ❑USPS ❑UPS ®Attached
ANDERSON s ASSOCIATES, INC. LETTER OF TRANSMITTAL
PROFESSIONAL DESIGN SERVICES
406 GALLIMORE DAIRY ROAD.,GREENSBORO, NC 27409
Phone [phone] FAX [phone]
DATE 05/01/08 JOB NO. 25692
TO: NCDENR Wilmington Regional Office AishaH. Lau JVJ
RE: Apex Oil Wilmington Site Expansion
127 Cardinal Drive Extension
Wilmington, NC 28405 D
MAY
Phone# [phone]
We are sending you ®Attached []Under separate cover via the following items:
❑Shop drawings ❑Prints ®Plans ❑Samples ❑Specifications
❑Copy of Letter ❑Change Order ❑
nCo ies Date No. Description
2 1/8/08 25692 Revised Application Form Loriginal/1 Co
1 10/5/07 25692 Soils Report New Report)
1 4/30/08 25692 Stormwater Calculations/Narrative
2 5/1/08 25692 Sets of Site Review Drawings
1 4/30/08 25992 Infiltration Supplement Area 1 & Area 2 incl. w/calcs
THESE ARE TRANSMITTED as checked below
❑For approval ❑Approved as submitted ❑Resubmit_copies for approval
®For your use ❑Approved as noted []Submit_copies for distribution
❑As requested ❑Returned for corrections ❑Return _corrected prints
®For review and comment ❑
❑For Bids Due ❑Prints returned after loan to us
Remarks
Copy to file Signed

Re:Apex Oil- Wilmington- deadline extension
Subject: Re: Apex Oil - Wilmington - deadline extension
From: Aisha Lau <Aisha.Lau@ncm ail.net>
Date: Wed, 02 Apr 2008 13:14:24 -0400
To: "Cranwill, Carrie" <[e-mail]>
Hello Carrie,
I will be looking for your additional information by May 5th, which is 30 days from your original due
date of April 4, 2008. If I don't have the application by then, or if the submission is not permittable by
the time that I receive it, I will have to return the application.
I also double checked with my coworker, and confirmed that there is no "maximum" BUA limit. The
only limitation on the amount of BUA a site has after it has crossed the high density threshold is the
space requirement of the BMPs designed to treat all of that BUA.
Take care,
Aisha
Cranwill, Carrie wrote:
Aisha,
As per our phone conversation yesterday, I would like to request the 30 day extension for re-submittal on
the Apex Wilmington site. We are addressing some additional site issues. If I calculated correctly we
need to have revised drawings to you by May 5th, please confirm if that is correct (although we hope to
have them in sooner). Also I wanted to see if you found out anything about the impervious limits?
Thanks,
Carrie Cranwill, RLA, El, Project Manager
Anderson & Associates, Inc.
406 Gallimore Dairy Road
Greensboro,NC 27409
Phone:[phone]
Fax:[phone]
cranwil l 2,andassoc.com
web:www.andassoc.com
gis: www.webgis.net
1 of 1 4/2/2008 2:48 PM

F ----7rM
R-9-P ECS CAROLINAS, LLP
VwRk a Geotechnical < Construction Materials •Environmental •Facilitie March 18,2008
Ms.Carrie Cmnwill,RLS,EI
Anderson&Associates Inc.
406 Gallimore Dairy Road
Greensboro,North Carolina 27409
Re: Infiltration Evaluation
Apex Oil
Wilmington,North Carolina
ECS Project No. 22.13878
Dear Ms. Cranwill,
ECS Carolinas, LLP (ECS) recently conducted an infiltration evaluation for the proposed
infiltration area at the site located at 3329 River Road in Wilmington, North Carolina. This
letter,with attachments,is the report of our evaluation.
Field Testing
On March 14, 2008 ECS conducted an exploration of the subsurface soil and ground water
conditions at six requested locations shown on the attached Site Diagram. ECS field located the
test locations by utilizing a scaled site map provided by Anderson & Associates. The purpose
of this exploration was to obtain subsurface information of the suitability of the in-place soils
for the proposed infiltration area. We explored the subsurface soil and ground water conditions
by advancing one hand auger boring into the existing ground surface at the six requested boring
locations. We visually classified the subsurface soils and obtained representative samples of
each soil type encountered. We also recorded the ground water level observed at the time of
each hand auger boring. The attached Infiltration Evaluation Form provides a summary of the
subsurface conditions encountered at each hand auger boring location.
The ground water level and the seasonal high ground water level (SHWL) were estimated at
each boring location below the existing grade elevation. Below is a summary of each boring
location.
Location Water Level SHWL -
1 > 108 inches 60 inches
2 > 108 inches 32 inches
3 > 108 inches , 48 inches
`-q— -�— > 108 inches %�`24 inches
5 70 inches %T'-20 inches��l�
6 50 inches �� 24 inches /'
7211 Ogden Business Park •Suite 201 •Wilmington,NC 29411 •[phone] •Fax[phone] •www.ecslimited.com
Asheville,NC•Charlotte.NC•Greensboro.NC-Greenville,SC-Raleigh.NC-Swansboro,NC* Wilmington,NC
*testing services only

Infiltration Evaluation
Apex Oil
Wilmington,North Carolina
ECS Project No.22.13878
We have conducted six infiltration tests using a compact constant head permeameter near the
hand auger borings to estimate the infiltration rate for the subsurface soils. The infiltration tests
are typically conducted at two feet above the SHWL.
Field Test Results
Below is a summary of the infiltration test results:
Location Description Depth Inches/hour Inches/minute
1 Tan fine SAND 36 inches 12.4 0.20
2 Grey fine to 10 inches 17.5 0.29
med. SAND
3 Tan/yellow fine 24 inches 16.7 0.28
SAND
4 Brown fine 10 inches 12.9 0.24
SAND
5 White medium 10 inches 28.5 0.50
SAND
6 Brown fine 10 inches 5.9 0.10
SAND
Infiltration rates and SHWL may vary within the site due to changes in elevation and subsurface
conditions.
If you have any questions regarding this report,please contact us at [phone].
Respectfully,
ECS CAROLINAS,LLP
K.Brooks Wall Walyd M. Sobh,P.E.
Staff Geologist Principal Engineer
NC License No. 22983
Attachments: Site Diagram
hifiltration Evaluation

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Infiltration Evaluation
Apex Oil
Wilmington, North Carolina
ECS Project No. 22.13878
March 14, 2008
Location Depth Soil Description
1 0-48" Tan fine SAND
48"-108" Orange fine SAND
Seasonal High Water Table was estimated to be at 60 inches below the existing
grade elevation.
Infiltration Rate: 0.20 inches per minute (12.4 inches per hour)
Test was conducted at 36 inches below existing grade elevation
Ground water was not encountered up to 108 inches below the existing grade
elevation.
Location Depth Soil Description
2 0-6" Tan fine SAND
6"-32" Grey fine to medium SAND
32"-34" Hard Pan
34"-108" Tan/grey fine to medium SAND
Seasonal High Water Table was estimated to be at 32 inches below the existing
grade elevation.
Infiltration Rate: 0.29 inches per minute (17.5 inches per hour)
Test was conducted at 10 inches below existing grade elevation
Ground water was not encountered up to 108 inches below the existing grade
elevation
Location Depth Soil Description
3 0-48" Tan/yellow fine SAND
48"-108" Grey/brown fine to medium SAND
Seasonal High Water Table was estimated to be at 48 inches below the existing
grade elevation.
Infiltration Rate: 0.28 inches per minute (16.7 inches per hour)
Test was conducted at 24 inches below existing grade elevation
Ground water was not encountered up to 108 inches below the existing grade
elevation

Infiltration Evaluation
Apex Oil
Wilmington, North Carolina
ECS Project No. 22.13878
March 14, 2008
Location Depth Soil Description
4 0-18" Brown fine SAND
1 8"-24" Orange fine SAND w/little clay
24"-46" Tan fine to medium SAND
46"-90" Brown/grey fine SAND w/ some clay
90"-108" Tan fine SAND
Seasonal High Water Table was estimated to be at 24 inches below the existing
grade elevation.
Infiltration Rate: 0.24 inches per minute (12.9 inches per hour)
Test was conducted at 10 inches below existing grade elevation
Ground water was not encountered up to 108 inches below the existing grade
elevation
Location Depth Soil Description
5 0-20" White medium SAND
20"-38" Hardpan
38"-70" Tan fine SAND
Seasonal High Water Table was estimated to be at 20 inches below the existing
grade elevation.
Infiltration Rate: 0.50 inches per minute (28.5 inches per hour)
Test was conducted at 10 inches below existing grade elevation
Ground water was encountered at 70 inches below the existing grade elevation
Location Depth Soil Description
6 0-10" Hardpan
10"-40" Brown fine SAND
40"-50" Tan fine SAND w/little clay
501 -60" Brown medium to coarse SAND
Seasonal High Water Table was estimated to be at 24 inches below the existing
grade elevation.
Infiltration Rate: 0.10 inches per minute (5.9 inches per hour)
Test was conducted at 10 inches below existing grade elevation
Ground water was encountered at 50 inches below the existing grade elevation

OF\NArFq Michael F.Easley,Governor
William G.Ross Jr.,Secretary
North Carolina Department of Environment and Natural Resources
> Coleen H.Sullins,Director
QO ,c Division of Water Quality
March 7, 2008
Mr. Ken Fenton
Petroleum Fuel & Terminal Company Subsidiary of Apex Oil
8235 Forsyth Blvd., Fourth Floor
St. Louis, MO 63105-1623
Subject: Request for Additional Information
Stormwater Project No. SW8 080128
Apex Oil Tank Expansion
New Hanover County
Dear Mr. Fenton:
The Wilmington Regional Office received a State Stormwater Management Permit Application for
Apex Oil Tank Expansion on January 30, 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:
1. Please complete the required sand filter supplement, which you can find and complete
online at (http://h2o.enr.state.nc.us/su/bmp_forms.htm).
2. Please indicate sand filter depths on the plans.
3. Enclosed you will find the checklist that we use when reviewing sand filter applications.
As it indicates, please report all areas in square feet instead of acres on the application
form.
4. Please ensure that measurements line up properly on the drawings. The dimensions of
the sand filters on the plans appear to be askew.
5. Please add the requested title on section 1.2 of the application form.
6. Please initial the lines indicating that the listed information has been provided at the top
of page 4 of the application.
7. Please print the signer of the application's name at the bottom of page four.
8. Remember that a change to one number may have a domino effect on other numbers.
Please check all plans, calculations and forms and make changes as needed.
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 April 4, 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.
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.
127 Cardinal Drive Extension,Wilmington,North Carolina 28405-3845 One
Phone: [phone]/Fax: [phone]/Internet: h2oancstate.nc.us NorthCarolina
An Equal Opportunity/Affirmative Action Employer—50%Recycled/10%Post Consumer Paper ;Vatura!!rf

Mr. Ken Fenton
March 7, 2008
Stormwater Application No SW8 080128
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,
Aisha H. Lau
Environmental Engineer
ENB/ahl: S:\WQS\STORMWATER\ADDINFO\2008\080128.mar08
cc: Ms. Carrie Cranwill
WiRO file
Page 2 of 2

O�0F W A 7Fi9 Michael F.Easley,Governor
William G.Ross Jr.,Secretary
rI ' 'n\ North Carolina/Department of Environment and Natural Resources
O Y Ifr ll r / Coleen H.Sullins,P.E.Director
Division of Water Quality
e '
r
January 23, 2008
To: Carrie Cranwill
Anderson &Associates, Inc.
406 Gallimore Dairy Rd.
Greensboro, NC 27409
From: Jo Casmer
NC DENR—Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
[phone]
Re: Apex Oil Wilmington Site Expansion
Stormwate -PermltAppllcatlon
" is kS lr !✓., y. a stm y' o- Zt �p�'`w .5. [r ..7 h,y� a hr , I'tIF1 sot 4�'' �_-s i u k R at.,�
We are return
ApexOil Company cfieck#062992 Inahe,amounYof$420 whlchwas Inclutled with the -
application. Please note that the Stormwater Permit Fees ihcreased September=1", 2007Yto;$505. ? Y, '''.
Please remit a check in the amount of$505 to the above attention and address as soon as possible so that we
may proceed with processing of the application.
• Nox hCarolma
X tura//y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington,NC 28405 Phone[phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterguaiitv.org Fax [phone].623.6748

�f
A®, ❑USPS ❑UPS ®Attached
ANDERSON &ASSOCIATES, INC. LETTER OF TRANSMITTAL
PROFESSIONAL DESIGN SERVICES
406 GALLIMORE DAIRY ROAD.,GREENSBORO, NC 27409
Phone [phone] FAX [phone]
DATE 1/22/08 JOB NO. 25652
TO NCDENR Wilmington Regional Office Rhonda Hall GJJ VV JJLG
127 Cardinal Drive Extension RE: Apex Oil Wilmington Site Expansion
Wilmington NC 28405 Ii,.TE+ j)
0
Phone# [phone]
We are sending you ®Attached [:]Under separate cover via the following items:
❑Shop drawings ❑Prints ®Plans ❑Samples ❑Specifications
[]Copy of Letter ❑Change Order ❑
Copies Date No. Description
2 1/8/08 25692 Application Form lori inal/1Co & $420 fee Ch#062942
1 10/5/07 25692 Soils Report
1 1/22/08 25692 Stormwater Calculations/Narrative
1 6-18-07 25692 Wetlands Corps Sheet
2 1/15/08 25692 Sand Filter Maintenance Agreement Lori inal/1co
2 1/14/08 25692 Sets of Site Review Drawings
THESE ARE TRANSMITTED as checked below
❑For approval []Approved as submitted ❑Resubmit_copies for approval
®For your use ❑Approved as noted ❑Submit_copies for distribution
❑As requested ❑Returned for corrections ❑Return _corrected prints
®For review and comment ❑
❑For Bids Due ❑Prints returned after loan to us
Remarks
Copy to file Signed
r! I

TERRA uest
ENVIRONMENTAL CONSULTANTS,P.C.
October 5, 2007
John Joyner
Apex Oil Company, Inc.
Post Office Box 3127
Wilmington, NC 28406
Re: Soil Lithology and Groundwater Elevation Letter Report
Apex Oil Property— Proposed AST Locations
3329 River Road
Wilmington, NC
TerraQuest Project No. 07107
Dear Mr. Joyner:
TerraQuest Environmental Consultants, P.C. (TerraQuest), has completed a soil-lithology and
groundwater-depth assessment of the 3329 River Road property located in Wilmington, NC.
The assessment was completed to comply with the building permit requirements of the City of
Wilmington, NC. The subject property is a 10.23-acre tract with two aboveground storage tanks
occupying a cleared 4.20-acre western portion of the tract. The portion of the subject property
to be developed is the eastern 6-acre portion of the tract. The 6-acre portion currently has a
surface cover of scrub pines, oaks, and grasses. The location of the subject property is
depicted on the United States Geological Survey Topographic Map of Wilmington, NC in the
attached Figure 1.
TerraQuest personnel supervised the installation of three piezometers (PZ1 through PZ3) and
three soil borings (61 through 133) to determine the depth to groundwater and soil lithologies
across the subject property, respectively. Piezometer PZ1 was installed in the southwest corner
of the subject property that is currently developed. Piezometer PZ2 was installed along the
eastern property boundary of the subject property, and piezometer PZ3 was installed along the
northern property boundary in the middle of the subject property near the tree line between the
cleared and wooded portion of the subject property. Boring B1 was installed south of
piezometer PZ3 along the southern property boundary of the subject property. Boring B2 was
installed along the southern property boundary in the middle of the undeveloped portion of the
subject property. Boring B3 was installed in the southeast corner of the subject property near
the southern property boundary. The attached Figure 2 depicts the piezometer and soil boring
locations.
The piezometers and soil borings were installed by a licensed North Carolina Well Contractor
(Carolina Drilling of Wilmington, NC, License # 2393) using an All-Terrain-Vehicle Hollow-Stem
Auger drilling rig. The piezometers were constructed of 1-inch diameter Schedule 40 PVC. The
native sand was used for a gravel pack since it flowed into the bore hole as soon as the augers
were removed. Piezometers PZ1 and PZ2 were installed to a depth of fifteen feet below ground
level (BGL). Piezometer PZ3 was installed to a depth of twelve feet BGL. After the piezometers
were installed, depth-to-groundwater measurements were collected from each of the
piezometers after the water levels were allowed to stabilize. The depth-to-groundwater
measurements were collected using a SlopeTm electric cable water-level indicator. The average
depth to water across the subject property was 11.37 feet BGL. The piezometer construction
209 East Main Street -Carrboro, North Carolina 27510
Telephone [phone] -Facsimile [phone]
www.terraquestpc.com

Page 2
John Joyner
Apex Oil Company
October 5, 2007
and depth-to-groundwater measurements are listed in the attached Table 1. The piezometer
construction details are also provided in the well construction records attached as Appendix A.
The predominate soil lithology encountered at the subject property up to a depth of fifteen feet
BGL is a loose to very loose to moderately dense fine-grained Sand (SC) with varying colors of
tan, orange, white, brown, grey, and black. Organics are present at the ground surface and
within the first couple inches. These organics consist mainly of grasses, wood twigs, and
leaves. This soil lithology is typical of a coastal river flood-plain environment. The New
Hanover County Soil Survey produced by the US Department of Agriculture Soil Conservation
Service maps the soils in the site vicinity as part of the Kureb-Baymeade-Rimini association.
These excessively drained and well drained soils have a sand surface layer and a sand fine
sandy loam to loamy fine sand subsoil layer. Soil lithologies encountered in the piezometers
and soil borings are provided in the well construction records/soil boring logs attached as
Appendix A.
Infiltration rate is the measure of the rate at which soils are able to absorb rainfall or irrigation
and is measured in inches per hour. Infiltration is affected by the ease of entry into the soil,
storage capacity, and transmission rate through the soil. The soil texture and structure,
vegetation types and cover, water content of the soil, soil temperature, and rainfall intensity also
affect the infiltration rate and capacity. The sand lithology of the subject property has large
spaces between the grains and allows water to enter easily and rapidly. Based upon a review
of the soil types encountered during the installation of the piezometers and a review of New
Hanover County Soil Survey, TerraQuest estimates the'ihfiltration rate at the subject property to
be between 6 and 20 inches per hour.
If you have any questions regarding the soil-lithology and groundwater depth assessment,
please call me at [phone]. Thank you for allowing TerraQuest to provide our services.
Sincerely,
TERRAQUEST ENVIRONMENTAL CONSULTANTS, P.C.
c
INK _
� 1A9.1 s
TQ GAP,
Jonathan R. Grubbs, P.G.
Vice President
Attachments
Table 1: Well Construction Information & Sept. 28, 2007 Groundwater Elevation Data
Figure 1: Site Location Map
Figure 2: Site Layout & Piezometer/Soil Boring Locations Map
Appendix A: Well Construction Records & Soil Boring Logs

Table 1 WELL CONSTRUCTION INFORMATION &SEPTEMBER 28, 2007 GROUNDWATER ELEVATION DATA
10/1/2007 Apex Oil 3329 River Road Pro ert , Wilmin ton, NC
Depth to
Date Water Water from
Level Well.Casing Depth Screened Interval Bottom of Well Top of Casing
Well ID Date Installed Measured feet BGS - x to y feet BGS feet BGS feet Comments
PZ1 9/27/2007 9/28/2007 5 5-15 15 12.95 1-Inch Piezometer
PZ2 9/28/2007 9/28/2007 10 10-15 15 . 13.00 1-Inch Piezometer
PZ3 9/28/2007 9/28/2007 7 7-12 12 8.15 1-Inch Piezometer
Notes:
1. "BGS"= below ground surface,

Uest BORING LOG/MONITORING WELL INSTALLATION DETAIL
ft�� rnntrantmr- Carol on D natp qtnrtprl- q/27/117 Boring Number:
nrUl Mpthnd- natp F6no%hpd- q/27K) PZ1
nmi— rnrnp Rrirtnor I �gg-d hy- .1 Cruh
'a Blow OVM Depth
E E Completion Litholog) Description
Counts (ppm) Feet
Organics&Grass
Sand(SC)
V.
Very loose(0,25'-5')to loose(5'-1 5'), tan(0'-3')/dark
brown(3'-8)[grey(8'-1 0'), mostly fine grained sand,moisture
@-12 feet BGL.
NA / 0
Boring Terminated @ 15 feet BGL.
NA
5
X
o
b,
NA
%
NA
10
xl�5 V
NA
-(Mv
15
Scale as shown; Hatch pattern denotes soil sample depth; Site:
Solid denotes lab sample depth:Lithology hatch pattern legend is attached: New AST Locations
Well Construction 3329 River Rd
Wilmington , NC 28412
1"diameter Sch.40 PVC; .010"slotted screen Client:
Sand:no.2 sand;Grout: poured portland;Bentonite:poured pellets Apex Oil Company, Inc.
Manhole:flush 8"diameter steel if constructed N4 River Rd.
NA-Not Applicable;BGL-Below Ground Level Wilmington, NC 28412
Project No.: 07107 Page 1

Itie� e BORING LOG/MONITORING WELL INSTALLATION DETAIL
Boring Number:
PZ2
ENVIAOXYFNA1l CUNSYIiANSS,P.C.
o Blow OVIA Depth
Completion tnolog Description
m Counts (ppm) Feet
rn
Orangics&Grass
^X'
. Sand(SC)
°.1 X Very loose(0'-3')to loose(3'-6')to mod.dense(6'-7.5')to
�� loose 7 ( ( )/:." ( .5'-10'), brown(0.25-3)/while 3.5-10)/black 10' -15',
�,,/f mostly fine grained sand, moisture @-12 feet BGL.
NA
Boring Terminated @ 15 feet BGL.
9/
NA
5 ' /> "
NA R
NA
10
!n
4
'f r
NA
15
Scale as shown; Hatch pattern denotes soil sample depth; Site:
Solid denotes lab sample depth; Lithology hatch pattern legend is attached; New AST Locations
Well Construction 3329 River Rd
Wilmington , NC 28412
1"diameter Sch.40 PVC; .010"slotted screen Client:
Sand: no.2 sand;Grout: poured portland; Bentonite:poured pellets Apex Oil Company, Inc.
Manhole:flush 8"diameter steel if constructed 04 River Rd.
NA-Not Applicable;BGL-Below Ground Level Wilmington, NC 28412
Project No.: 07107 Page 1

uest BORING LOG/MONITORING WELL INSTALLATION DETAIL
� Cnntrart r- Carolina Drill np Inc. natp qfartpd- q/27/07 — Boring Number:
nroll Mpthnd- Datp Fin4�hpd- 912ZI07 PZ3
rl,ill.r- rpnrnp Rririnpr I d by. .1 Gruhhs
Blow Completion OVM Depth itholog� Description
E Counts (ppm) Feet
rn
Urangics&Grass
Sand(SC)
x Very loose(02-75)to mod.dense(7.5'-15'),orange
(0.25'-3')/dark grey(3'-6')/black(6'-1 0)/white(l U-1 5'), mostly
fine grained sand, moisture @-7.5 feet BGL.
NA V.,
Boring Terminated @ 12 feet BGL.
NA
5
NA
NA
10
NA
15
Scale as shown; Hatch pattern denotes soil sample depth; Site:
Solid denotes lab sample depth; Lithology hatch pattern legend is attached; New AST Locations
Well Construction 3329 River Rd
Wilmington , INC 28412
1"diameter Sch.40 PVC; .010"slotted screen Client:
Sand: no.2 sand; Grout:poured portland: Bentonite: poured pellets Apex Oil Company, Inc.
Manhole:flush 8"diameter steel if constructed N4 River Rd.
NA-Not Applicable; BGL-Below Ground Level Wilmington, INC 28412
Project No.: 07107 Page 1

uest BORING LOG
Boring Number:
O' B 1
EXVRoNvEmm COMSuLTAll .P.C.
n Blow OVIA Depth
m Counts (ppm) Feet Lithology Description
to
Organics, Grass
and
very loose(0'-3')to loose(3'-10'),orange(1'-6')/grey(6'-10'), mostly
/,,9' .•_°r'� fine-grained sand,moisture @-6 feet BGL.
fj!J jl°/ Boring Terminated @ 10 feet BGL.
NA � / `
r /
NX
of e
NA Fes!^ , ;
it4u
5 f fFr Ya
NA
NA
r!,
10
Scale as shown: Hatch pattern denotes soil sample depth; Site:
Solid denotes lab sample depth; Lithology hatch pattern legend is attached; New AST Locations
NA-Not Applicable; BGL-Below Groundlevel 3329 River Rd
Wilmington , NC
Client:
p�ex Oil Company, Inc.
3314 River Rd.
Wilmington, NC 28412
Project No.: 07107 Page 1

uesl BORING LOG
Boring Number:.
B2
ENVIRONMENTAL CONSULTANTS, C.
o. Blow CIVM Depth
Lithology Description
m Counts (ppm) Feet
rn
Organics,Grass
Sand(SC)
very loose,black(1'-2.5')/dark brown (2.6-10'), mostly fine-grained
sand,organics 1'-25,moisture @—8 feet BGL.
Boring Terminated @ 10 feel BGL.
i�/ - `
NA
NA �ff/ ;
� °/
if F
9°
2.1
NA
NA
f '
10
Scale as shown: Hatch pattern denotes soil sample depth; Site:
Solid denotes lab sample depth; Lithology hatch pattern legend is attached; New AST Locations
NA-Not Applicable; BGL-Below Groundlevel 3329 River Rd
Wilmington , NC
Client:
pex it Company, Inc.
3p14 River Rd.
Wilmington, NC 28412
Project No.: 07107 Page 1

uest BORING LOG
Boring Number:
EnRONMEMTIL COMSOLTNMiS,Y.C.
o. Blow OVM Depth
Counts (ppm) Feet Lithology Description
rn
5/' q; i Organics, Grass
Sand(SC)
V � very loose(0'-5')to loose(5'-10'),white(1'-5.5'&8.5-10')Idark brown
(6'-7.5'), mostly fine-grained sand,organics 1'-25, moisture @-8.5
feet BGL.
Vl,r e��/ Boring Terminated @ 10 feet BGL.
NA
!e
it V
�a oy
NA
/o
5
/e
NA f� f° l
NA
10
Scale as shown: Hatch pattern denotes soil sample depth: Site:
Solid denotes lab sample depth; Lithology hatch pattern legend is attached; New AST Locations
NA-Not Applicable; BGL-Below Groundlevel 3329 River Rd
Wilmington , NC
Client:
pJ pe—Oil Cogpany, Inc.
3314 River Rd.
Wilmington, NC 28412
Project No.: 07107 Page 1

Permit No.�.__-- __--
State of North Carolina
Department of Environiinent and Natural Resourczs
Division of Water Quality
WATER QUALITY CLASSIFICATION REQUEST FORM
This form clay be pflofocopied far use as an odginA
!. PROJECT INFORMATION
in order to determine whether a State Stormwatef Management Permlt will­be required fur d project,,
in a non-coastal county, the classification of the closest downslope surface waters (the surface
waters that any sheet flow or overflow from the project would flow toward) must be determined.
Please complete Sectipns I and it below. DQW Staff will determine the receiving stream
classification, complete Section III, and return the completed form to you.
1. Project Name: Apex Oil site Expansion County: New Hanover
2.. Contact Person: Carrie Cranwill Anderson & Associates
3. M3)ling Address:_ 406 Gallimore Dairy Road
4 Ci ty Greensboro Stag'' NC Zip 27409 Phone, No. 336-931-0910
5. Name of closest downstope s 1sf waters: Cape Fear River
6 n; Q. Signature at contact perso -/�CO�i, l�[� Date: 8/29/07
7. is a Sedimentation Erosion Contrpl Plan o� a CAMA Maior Permit required? MYES []NO
(Erosion ontrol Requ red, CAMA Not Required)
It. REQUIRED ITEMS
An E.5"x 11"copy of the=appropriate-portion of a-tJ�,f..S rtuar met showing tha pi4jeCt;
property boundaries, receiving stream, major roads or State Roads numbers, and nearest
town or city must be attached. l
Ili. CLASS IFICATIOlitREQtJEST{ro be-c npWedh)t-PagiOnal°J€Gceparsannet) N' J
t. Name of surface waters. - C i9oE �rrz �vHt
2. River Basin: d,4 � A&tk Index No.
3. Ciassificatton(aa etAaWtAred bg Sc,
4. Proposed Classification, if applicable:---
pplicable:_ N A
State StosmwaterManageme Permit required-? ES [} lO
& Signature of Regional Offtce.personnel: __. _-- Date Q I 0'1
Cc Linda Lewis
Engineer
Building Inspector
Central Fles
Form SWU-411 Verslon 40.99,

I
A®, ❑USPS ❑UPS ®Attached
ANDERSON a ASSOCIATES, INC. LETTER OF TRANSMITTAL
PROFESSIONAL DESIGN SERVICES
406 GALLIMORE DAIRY ROAD.,GREENSBORO,NC 27409
Phone [phone] FAX [phone]
DATE 8/29/07 JOB No. 25692
TO: NCDENR Wilmington Regional Office A11LN11UNRPisnde H311
RE:127 Cardinal Drive Extension Water Quality Classification Form
Wilmington, NC 28405
Phone# [phone]
We are sending you NAttached ❑Under separate cover via the following items:
❑Shop drawings ❑Prints NPIans ❑Samples ❑Specifications
❑Copy of Letter ❑Change Order ❑
Copies Date No. Description
1 25692 Application Form
1 25692 8.5 x 11 quad sheet
1 25692 aerial
THESE ARE TRANSMITTED as checked below
El For approval ❑Approved as submitted ❑Resubmit_copies for approval
NFor your use ❑Approved as noted ❑Submit_copies for distribution
❑As requested ❑Returned for corrections ❑Return_corrected prints
❑For review and comment ❑
❑For Bids Due ❑Prints returned after loan to us
Remarks
Copy to file Signed

` U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2007-1412-065 County: New Hanover U.S.G.S. Quad: Wilmington
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Petroleum Fuel Terminal Companv
Address: Attn: Property Tax Department
8235 Forsvth Blvd 400
Clayton,MO 63105-1623
Telephone No.: _
Property description:
Size(acres) 10_23 Nearest Town Wilmington
Nearest Waterway Cape Fear River Basin Cape Fear
USGS HUC 03030005 Coordinates N 34.1870 W 77.9480
Location description The project area is located at 3314 River Road south of Shipyard Boulevard north south and
east of existing fuel tanks, near the Cape Fear River, in Wilmin ton NC
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information,there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army(DA)jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process(Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations,this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act(CWA)(33 USC § 1344), Unless there is a change in the law or our published
regulations,this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload,the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation,you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion,this survey should be reviewed and verified by the Corps.
Once verified,this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which,provided there is no change in the law or our published regulations,may be relied upon for a period not to exceed
five years.
The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on_. Unless there is a change in the law or our published
regulations,this determination may be relied upon for a period not to exceed five years from the date of this notification.
X There are no waters of the U.S.,to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act(33 USC 1344). Unless there is a change in the law or our
published regulations,this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington,NC, at(910) 796-7215 to determine
their requirements.
Page 1 of 2

Action ID: gA14J aoo'4 - lyld • omS
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act(33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program,please contact Jennifer Frye at 910-251-4923.
C. Basis For Determination
Please be aware that this property contains non-jurisdictional isolated wetlands Please contact the North Carolina
Division of Water Quality at(919)733-1786 to discuss the State's regulations and requirements for these waters It was
determined that these wetlands are not bordering neighboring or contiguous with anv Section 404 jurisdictional
waters. This determination is based on information submitted by Walton Engineering on 1/18/2007 and a site visit by
Jennifer Frye on 3/27/2007.
D. Remarks
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination,you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process(NAP)fact sheet and request for appeal (RFA)form. If you request to appeal this
determination you must submit a completed RFA form to the South Atlantic Division, Division Office at the Following
address:
Mr. Michael F. Bell,Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M 15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps,the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 6/18/2007.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official: .
Date 04/18/2007 Expiration Date 04 88/2012
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so,please complete the attached customer Satisfaction Survey or visit
hLtp://www.saw.usace.army.miI/WETLANDS/index.htmI to complete the survey online.
Copy furnished:
Joanne Steenhuis,DENR-DWQ, Wilmington Regional Office, 127 Cardinal Drive Ext., Wilmington,NC 28405
Forrest Hair,Apex Oil Company,3314 River Road, Wilmington,NC 28412
Adrian Moon, Walton Engineering, PO Box 895, Burgaw,NC 28425
Page 2 of 2
II.\�

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Applicant: Petroleum Fuel Terminal Co. File Number: SAW-2007-1412- Date: 4/18/2007
065
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of A
ermission)
PROFFERED PERMIT (Standard Permit or Letter ofpermission) B
PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
YCW ng a es ,u-11:0*X Y$q.W 'x�! w3My:vu SECT ON he foflowrngtldentlfies your#nght an sophonskegardmgN an1a�mtmstrattve'anpeal of the above
5 fit d�.,a^icy3 1`�YAY';� �r+�':`uf� t`r�`ubl`..t<.n$'G7?sus ran".,�v T•��`kn�i ,'�"'uei'?'ii.� �i d '".'?sW-.'i�;:
�dectsron �A�dittonalnnfozmarionpmay�befound,at�hftD//www-usace armu rrullmet/functtons/cw/cecwo/regcnr°t�xys=
A'�(s�v�7'-s"ASw�'' ���'k'`'k.�`'3a x .as�,..�.vss,',qp`�Ft.,, Ay�f'"" F' 4R^Pq �w�"z',..,g ,e•�,1'
A: INITIAL PROFFERED PERMIT. You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit,you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission(LOP),you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you
may request that the permit be modified accordingly. You must complete Section Il of this form and return
the form to the district engineer. Your objections must be received by the district engineer within 60 days of
the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your
letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your
concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having
determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP),you may accept the LOP and your work is authorized. Your signature
on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the
permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and
conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal
Process by completing Section II of this form and sending the form to the division engineer. This form must
be received by the division engineer within 60 days of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of
this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD,you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by
the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved
JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new
information for further consideration by the Corps to reevaluate the JD.
'ue7 aC23"-a "ks tv, r T ,. .,� h .i...:a.ce ^x Aart svT '4�pl.iei cnr�a+��y,�T tr `t"er n n' I 'a. YaM .u,yM
�.yg,ryY''h�IH.a.��
rrs i5 CIA ^ �f
r C)1r�T�7I; ,RE,» 'ES;FFQR�''.a_P,E�Lor„OB7EC,TI®1`7SIT�0"ANnTNITIAIROFFEREDPERIVZ'I..T _ u rlrr.,,
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your
objections to an initial proffered permit in clear concise statements. You may attach additional information to
this form to clarify where your reasons or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps
memorandum for the record of the appeal conference or meeting, and any supplemental information that the
review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps
may add new information or analyses to the record. However, you may provide additional information to clarify
the location of information that is already in the administrative record.
`P�OIN' aOF NT��@Tt ,OR}'t r STZOI�IS ®R INF,OR'MA ON" u " ' NI-Ma
If you have questions regarding this decision If you only have questions regarding the appeal process you
and/or the appeal process you may contact: may also contact:
USAGE, WILMINGTON DISTRICT Mr. Michael F. Bell,Administrative Appeal Review Officer
PO BOX 1890 CESAD-ET-CO-R
WILMINGTON, NC 28402 U.S.Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any
government consultants, to conduct investigations of the project site during the course of the appeal process. You
will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site
investigations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
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