SW8060707_HISTORICAL FILE_20121213

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

`Cu'sSe 1l
STATE OF NORTH CAROLINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
FILE ACCESS RECORD
SECTION
T1ME/DATE
NAME _ N 11 CXL _ ti A_ - _M_c ttft
REPRESENTING U (0 (0
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our custody readily available to the public for review and copying. We also have the responsibility to the
public to safeguard these records and to carry out our day-to-day program obligations. Please read
carefully the following guidelines signing the form'
L Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment to review the files. Appointments will be scheduled
between 9:00am and 3:00pm. Viewing tirrre ends at 4:45pm. Anyone arriving without an
appointment may view the tiles to the extent that time and staff supervision is available.
2. You must specify files you want to review by facility name. The number of files that you
may review at one time will be limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if time permits.
Cost per copy is 2.5 cents for ALL copies if you snake more than 25 copies. There is no
charge for 25 or less copies. Payment may be made by check, money order, or cash at the
reception desk. Copies can also be invoiced for your convenience.
4. FIDES MUST BE KTPT IN ORDER YOU FOUND THEM. Files may not be taken from
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misdemeanor for which you can be fined up to $500.00, No o briefcases, large totes, etc, are
permitted in the file review area.
5. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
FACILITY NAMC COUNTY
1. N C_ +a � e
3. ScJ1 Qza
4.
5,
Signature'and Name of Firrn/Business Date Time In Time Out
?lease attach a business card to this form
COPIES MADE 'ham PAID INVOICE

State Stormwater Management Systems
Permit No. SW8 060707
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
Drew Fredrick and Duke Construction
NCSPA Morehead City Warehouse
113 Arendell Street, Morehead City, Carteret County
FOR THE
redevelopment of impervious surfaces, and for the construction, operation and
maintenance of 2 underground infiltration trenches in compliance with the provisions of
15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved
stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Water Quality and considered
a part of this permit.
This permit shall be effective from the date of issuance until August 23, 2016, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater systems have been approved for the management of
stormwater runoff as described in Section 1.6 on page 3 of this permit. The
stormwater controls IaPeled North aro South have been designed to handle the
runoff from 117,958 ft and 60,644 ft , respectively; of impervious area. Since
this is a redevelopment project, and space would not allow, a vegetated filter
could not be provided.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.6
on page 3 of this permit, and per approved plans. This permit makes no
allocation of built -upon area for future development.
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.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 060707
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.
6. The following design criteria have been permitted
for the infiltration
trenches and
must be maintained at design condition:
North
South
a. Drainage Area, acres:
2.70
1.39
Onsite, ft2:
117,958
60,644
Offsite, ft2:
0
0
b. Total Impervious Surfaces, ft2:
117,958
60,644
C. Design Storm, inches:
1
1
d. Trench Dimensions, L x W x H, ft:
428x15.75x3.5
216x95.75x3.5
e. Perforated Pipe Diameter/Length:
24" 1429
24" 1217
f. Bottom Elevation, FMSL:
1.93
1.93
g. Bypass Weir Elevation, FMSL:
8.0
8.0
(at the downspout)
3
h. Permitted Storage Volume, ft :
10,290
5,196
i. Type of Soil:
Loamy sand
Loamy sand
j. Expected Infiltration Rate, inlhr:
0.52
0.52
k. Seasonal High Water Table, FMSL:
1.17
.58
I. Time to Draw Down, hours:
72
80
M. Receiving Stream:
Newport River Restricted Area
n. Stream Index Number:
WOK03 '21-31
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.
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.
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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 060707
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored 'to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the -Director'
that the changes have been made.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 060707
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 23rd day of August 2006.
b,t NOR 'CAROLINA ENV ONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

V2- ARCADIS
Infrastructure, environment, buildings
TRANSMITTAL LETTER
To:
Linda Lewis
NCD)NR — Div. of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 27889
From:
Jonathan Allen
Copies:
File
Date:
27 July 2006
Subject: ARCADIS Project No.:
NC State Ports Morehead City Warehouse NC405053.0001
SW8 060707
We are sending you:
® Attached ❑ Under Separate Cover Via the Following Items:
❑ Shop Drawings ❑ Plans ❑ Specifications
❑ Prints ❑ Samples ❑ Copy of Letter
❑ Other:
ARCADIS G&M of
North Carolina, Inc.
801 Corporate Center Drive
Suite 300
Raleigh,
North Carolina 27607-5073
Tel [phone]
Fax [phone]
LAND RESOURCES
❑ Change Order
❑ Reports
Copies
Date
Drawing No.
Rev.
Description
Action*
2
Warehouse — Site Drawings (C1.01, C1.03, C1.04, C1.05, C1.08,
C 1.09)
2
Stormwater Management Permit Application Form — Page 2
(Original + 1 copy)
1
Wet Detention Basin Supplement (Original)
t
Response to Comments Letter
JLL -.- l
JUL
Action`
❑ A Approved ❑ CR Correct and Resubmit ❑ Resubmit Copies
❑ AN Approved As Noted ❑ F File ❑ Return Copies
❑ AS As Requested ❑ FA For Approval ❑ Review and Comment
❑ Other:
Mailing Method
❑ U.S. Postal Service 151 Class ❑ Courier/Hand Delivery ® FedEx Priority Overnight ❑ FedEx 2-Day Delivery
❑ Certified/Registered Mail ❑ United Parcel Service (UPS) ❑ FedEx Standard Overnight ❑ FedEx Economy
❑ Other:
Comments: Linda, Please accept this resubmittal package for Stormwater Express Permit review for the NC State Ports
Authority Warehouse at the Morehead City Port. Please let me know if you have any uestions, Thanks, Jonathan
Page:
o:u�naowsaumsim�waterue�isvansstuivos.ax 1 I 1

0. ARCADIS
Infrastructure, environment facilities
Ms. Linda Lewis
North Carolina Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject:
Stormwater Project No. SW8 060707
NC State Ports Morehead City Warehouse
Carteret County
Dear Ms. Lewis:
RECEIVED
JUL 3 1 2006
DWQ
PROD # 5W3U(-0O_1U+
Attached is the resubmittal for the above referenced project. The following are
responses to comments dated July 11, 2006:
1. Someone affiliated with the NC State Ports Authority should sign the
application and supplements. In the past the Director has signed the
applications. Since you are not affiliated with the State Ports and will
not be the responsible party for continued compliance with this
permit, please provide a signed letter of authorization from the
Director, indicating that you are authorized to sign the permit
application on behalf of the State Ports Authority.
The underground systems will be owned and
maintained by Duke Construction; therefore, Duke has
signed the revised supplement forms. In addition, a
consent form signed by the Port has been provided.
2. Please express the built -upon areas listed in Section 111.6 in square
feet.
Built -upon areas have been provided in square feet on
the permit application form.
3. The plans appear to indicate that 2 separate systems have been
provided, each with it's own drainage area, north and south. If this is
the case, and the systems are not connected such that they function
as one, please revise the calculations, application and plans.
Calculations should be provided for each system, the application
should be completed with one column for each proposed system, a
separate, originally signed supplement should be provided for each
system, and the plans should provide separate details for each
proposed system.
ARCADIS G&M of North Carolina, Inc
801 Corporate Center Drive
Suite 300
Raleigh
North Carolina 27607
Tel [phone]
Fax [phone]
www,arcadis-us,corn
LAND RESOURCES
Date:
27 July 2006
Contact:
Jonathan Allen
Phone.
Ext. 182
Email
[e-mail]
Our ref:
NC405053.0001
Imagine the result

ARCADIS Ms. Linda Lewis
27 July 2006
The calculations, applications and plans have been
revised to show two separate underground facilities,
north and south. Revised supplement forms have also
been provided. An additional cross -sectional detail has
been provided on sheet C1.09.
4. Please delineate the drainage area for each proposed system.
The drainage area has been delineated for each
proposed system and is shown on sheet C1.04.
5. Please provide a bypass/overflow structure detail.
A bypassloverflow detail has been provided. The
overflow is located on the building downspout. See
detail 4 on sheet C1.09.
The supplement indicates that the storage elevation is at 8.0,
however, if the trench is only 3.5' high, the storage/overflow
elevation cannot be higher than 5.43 (1.93 + 3.5).
The overflow has been designed such that when the 1"
storm is contained in the underground system, the
stormwater will back-up into the roof leaders and be
discharged through the overflow in the downspout.
Please add the nearest intersection of two major roads to the vicinity
map. A major road is any 1, 2 or 3 digit NC, US or interstate
highway. Ideally, the vicinity map should be geared toward driving to
the site from Wilmington.
An additional area map has been added to sheet C1.01
showing the requested information.
8. Please indicate the appropriate bottom and storage elevations on the
section details for each trench.
Bottom and storage elevations have been added to the
to the trench cross -sections on sheet C1.09.
Page:
G,4LNRA05053lLNRISWrmwaterY-ewisLeaer27JulyO6 doc 2/3

ARCADIS Ms. Linda Lewis
27 July 2006
Sincerely,
ARCADIS G&M of North Carolina, Inc.
bN
XN
Jonathan A. Allen, P.E.
Civil Engineer
Copies:
David Parker, P.E., Duke Construction
File
Page:
G.INR1405C531LNRIStormwaleM1LewisLeter27JulyO6.doe 3/3

�0F W a rF9P
7
� r
July 11, 2006
Mr. Drew Fredrick, Vice Presdent
Duke Construction
1800 Perimeter Park Drive, Suite 200
Morrisville, NC 27560
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Subject: Request for Additional Information
Stormwater Project No. SW8 060707
NC State Ports Morehead City Warehouse
Carteret County
Dear Mr. Fredrick:
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for NC
State Ports Morehead City Warehouse on July 10, 2006, with a scheduled Express Review
date of July 11, 2006. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater
review:
Someone affiliated with the NC State Ports Authority should. sign the application
and supplements. In the past the Director has signed the applications. Since you
are not affiliated with the State Ports and will not be the responsible party for
continued compliance with this permit, please provide a signed letter of
authorization from the Director, indicating that you are authorized to sign the
permit application on behalf of the State Ports Authority.
2. Please express the built -upon areas listed in Section 111.6 in square feet.
3. The plans appear to indicate that 2 separate systems have been provided, each
with it's own drainage area, north and south. If this is the case, and the systems
are not connected such that they function as one, please revise the calculations,
application and plans. Calculations should be provided for each system, the
application should be completed with one column for each proposed system, a
separate, originally signed supplement should be provided for each system, and
the plans should provide separate details for each proposed system.
4. Please delineate the drainage area for each proposed system.
5. Please provide a bypass/overflow structure detail.
6. The supplement indicates that the storage elevation is at 8.0, however, if the
trench is only 3.5' high, the storage/overflow elevation cannot be higher than 5.43
(1.93 + 3.5).
7. Please add the nearest intersection of two major roads to the vicinity map. A
major road is any 1, 2 or 3 digit NC, US or interstate highway. Ideally, the vicinity
map should be geared toward driving to the site from Wilmington.
NoNe Carolina
tura!!y -
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: ulvw.ncwaterauality.org Fax [phone]"7-623-6748
An Equal Opportunity/Affirmative Action Employer-- 50% Recycledl10°% Post Consumer Paper

Mr. Fredrick
July 11, 2006
Stormwater Application No. SW8 060707
8. Please indicate the appropriate bottom and storage elevations on the
section details for each -trench.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received in this Office prior to July 25,
2006, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
ENBlarl: S:IWQSISTORMWATERIADDINFO120061060707.ju106
cc: Jonathan Allen, Arcadis G&M of NC, Inc.
Doug Huggett, DCM
L Linfda'Lewis
Page 2 of 2

.x
yt
i
NCDENK
iVorth'Carolina Department of E.n,�rironrnent and Natur
t
Division of Coastal Management
Michael t~. Easley, Gov erno'r ;,.Charles S. Jones, Director
r
EXPRESS PERMIT
July 19, 2006!a ; 4
- F-'r ..FSr •
MEMORANDUM
TO rLi6da Lewis
iY
3Yt
h
fin.
d,
1 Resources
,,
William G. Ross
Jr., Secretary.
i y
s�
p
A i
i'
vy y Joanne Steenhuis
.• `' 4:,'$
µ ; Division of Water Quality
a
FROM:' w"'`� Jason Dail'
a.
`� F'i'; 7
t Express Permits Coordinator
f
SUBJECT z CAMA Permit Application Review
Applicant North Carolina State Port Authority, clo Chris Mowrey
!
ProjpcttiLocation : 113; r-endell Road. adjacent to the AlWW and Morehead City,tuming'',
basin, in Morehead City, Carteret County.
' A
Proposed �r•oject The proposes to construct a warehouse, loading dock.
rail line
-applicant
y < and stormwater collection system. Additionally, the applicant proposed
to It, f
�
s demolish several buildings on the property.A.
Please indiL.wcate below youragency's position or vie,rrpoint on the proposed project and return,; ?`
this form by Augbst 11', 2006. if you have any questions regarding the proposer! project,- , ryi
t� u
please`pont,act.J'son--Dail at [phone], when appropriate, in-depth comments with
supporting _d� is requested:.
REPLY` �. =� ^ This agency has no objection to the project as proposed.
ti
l
a This en agcy has no comment on the proposed project.'
' {
: This agency approves•of the project only if the recommended changes are
incorporated. See attached- — / , 75j.',�Cf
rep
' This agency objects to the project for reasons described in
the attached: a
. co`rnments.
`
S t
'
x
SIGNED C/� ' DATE.
gc�,
121 Car ina • rive Extension. Wilmington, North Caro ina 284U5-384b
Phone: 910=79f-72151Fax: [phone] IntemeL f ttp.//dcm2.enr.state.nc.us
An Equal Opportunity Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper e ,'

a- n DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner: GKIS MoWRE Y U
-Wo,
Name 0G_ S'i�r�Ppiznq�cY�q
Address 2002 I3jum9eif 39OLV-EVAO
City WiuJ1W6-: 'an.i ,^_ State d(
Zip Day Phone
Fax
b. Authorized Agent: Cr,1WTA oy ; MA-rr MooN kl"
Name DUtkC_
b. City, town, community or landmark
e. Street address or secondary road number
d. Is proposed workJ�'ithin city limits or planning
jurisdiction? V Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) �fiC'LtP_� 5ntW i)
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Address CU P" r • P � s�i 'f� 2d� _ �'�o?�s�,7 w.ti� �laxsta wi r � irxni,qc.
� •r7 ' ��'' Plc Pam'
City b�Zi� i.�_1liU f- State NG -
Zip V15)i,Q, Day Phone _NIt 461— ;jboo
Fax �`]i�f� 4 of — 3_4q()
c. Project name (if any) Ll c— . 2' 5
- ___k9n i:a WA.fZG 'CMS
NOTE: Pcrnct wiU be issued in namc of ImOomur(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County C 1ALr(r R.c'J
Revised 03195
b. Is the proposed activity maintenance of an existing
project, new work, or both? 146 W_ Worzl,
c. Will the project be for public, private or commercial
use? px
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
a1yotm
o&uti-rtirtdr ._.

Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 7- b AC,
b. Size of individual lot(s) _ — N
c. Approximate elevation of tract above MHW or
NWL N
d. Soil type(s) and texture(s) of tract
b F+NG SANDY 'rtfilu2c� su�SURGn��
e. Vegetation on tract Nr igiAnhL, __-
m. Describe existing wastewater treatment facilities..
n.. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.) ux + '
o. Describe existing drinking water supply source.
Ctrsur'rt t'
f. Man-made features now on tract CWTizE Po;-r v;
DeVEL&re�,'b l k��n;;t«, z,i ��r,rkvrld>r) 5. ADDITIONAL INFORMATION
g. What is the CAMA Land Use Plan land
classification of the site? (conruh the local land use plan.)
Conservation Transitional
Developed Community
Rural 'Other
h. How is the tract zoned by local government?
I:P perZr tn1,,,isrr-,A0 -
i. Is the proposed roject consistent with the applicable
zoning? — Yes No
(Attach zoning compliance eerrificate, if applimble)
Has a professional archaeological assess ent been
done for the tract? Yes No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed ore"' ible property?
Yes No
Are there wetlands on the site? Yes ✓No
Coastal (marsh) Other
If yes, has a delineation been conducted?
(A=ch documentation, if available)
In addition to the completed application form, the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims tide
to the affected properties. If the applicant is not
claiming to, be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross -sectional drawings) drawn to scale in black
ink on an 8 112" by II" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue -line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
gui¢e,apncy," iliac with the area to the
1�IJ
J U L 13 2006
,DIVISION OF
A C^ -.-!. 1+ C ^' � - t+•I 7

Form DCM-MP-1
site. Include highway or secondary road (Sk)
numbers, landmarks, and the like.
O A Stormwater Certification, if one is necessary.
10 A list of the names and complete addresses or the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to subnut continents
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name _,1 D1y"3 �II►�a �t�l
Address zo t /,Lq4 o Q.t,.
Phone c ir, , uc, 2ti757
Name M t> Y l3 , t<t_ L, _
Address _2b4S -rzmr-c--s ream g.p„
Phone _'k}-A-ViGL-CC4" Ac_ k�q 3Z
Name
Address
Phone
c A list or previous state or federal permits issued for
work on the project tract. include permit numbers,
permittee, and issuing dates.
S'/- 97 ,�, cg5 1d 31 - O S issue o(g�g a"1-57
— s
v A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and islet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - I to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Revised 03195
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restriction's contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be -
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
IW4
This is the 7 day o 111 ,.
Print Name t -J
U
Signature r,
Itnwa r or A horized Agent
Please indicate attachments pertaining to your proposed
project.
N A DCM MP-2
Excavation and Fill Information
✓ DCM MP-3
Upland Development
u 1A DCM W-4
Structures information
ii 1A DCM MT-5
Bridges and Culverts
DCM MP-6
Marina Development
NOTE: Please sign and date each attachment in the
space provided at the bottom of each form.
IV TM
A
J U L 1 3 2006
DIVISION DI=
CCAS?-A;L- °ANA.i 7".� 11'

Form DCM-MP-3
i v ' {
F� r a
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities units or
structures proposed
b. Number of lots or parcels _ N_]A _
c. Density (give the number of residential units and the
units per acre)
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. _A:Vprtnx.. 20,__
kc-rt��
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If• applicable, has a sedimentation and erosion
control plan been bmitted to the Division of Land
Resources? V 'Yes No
If yes, date submitted -7ho otv
List the materials (such as marl, paver stone,
asphalt, or concrete) to be used for paved surfaces.
�4 P rti" &him CAS sz r� --
g. ,Give the percentage of the tract within 75 feet of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built -upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. IGb %o , (Wri#W Ptzo, � hiztWr
Revised 03/95
Projects that require a CAMA Major Development
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Divis of Environmental Management for review?
Yes No
If yes, date submitted _ -:7 ho ab
i. Describe pro Z10
ed method of sewage disposal.
lA p ,nas 6,wjM
Have the facilities described in Item i. above
received state or local approval?
(Attach approprfate documentation)
Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
92cPe-5r-_� iTwLA 'Dm#,amAr_+_r mw—T1ti�
1. Describe proposed drinking water supply source
(e.g. well, community, public system, etc.) \\
_h11A (gg
in. Will water be impounded? ✓ Yes No
If yes, how many acres? „ , , 4, i o A c i,
(Lil.}DE7W.acUAD kNFJL-rR"014)
n. If the project is a oceanfront development, when
was the lot(s) platted and recorder?
Date

North Carolina State Port Authority
Port of Morehead City, North Carolina
CAMA Narrative — Major Modification to Existing Permit No. 51-87
July 10, 2006
Project Summary
The proposed project is located at the Port of Morehead City in Carteret County, North
Carolina. The project consists of a new warehouse facility that will be built on currently
developed Port property and includes the construction of associated access drives and a
railroad spur to serve the warehouse. Additionally, an inclusive approach is being
prepared for the area surrounding the proposed project that addresses the demolition of '
" Ophelia" storm damaged adjacent buildings along with the subsequent stabilization and
redevelopment of these areas.
Existing, Conditions
The area that is addressed by the proposed project and overall plan includes
approximately 19.9 acres. It is located on the western side of the port, south of the Port
Terminal Road; see attached layout. The port is located on Bogue Sound and the
adjacent surface water is classified as SC waters. Most of the project area consists of
existing impervious areas or is pervious areas used for cargo storage, truck queing and
parking areas.
Proposed Project
The proposed project consists of two elements. The first element is the proposed
warehouse facility. The warehouse will be approximately 177,000 square feet and will
be built on the west side of the Morehead Port, adjacent to berth 9. The warehouse will
be constructed in an area that is currently paved hardstand and serves as a
storage/laydown area. There will not be any restrooms or other facilities that will
generate wastewater for the warehouse. The second element of the project consists of the
demolition of several hurricane damaged buildings and storage areas. These areas will be
converted to open storage to offset the loss of the current storage areas with the
construction of the warehouse.
Summary
As a result of this project, there will not be any additional discharge points to the adjacent
surface waters. All drainage from the warehouse and other refurbished areas will use the
existing storm drainage system.
JUL 13 2006
_� plVISIGN OF

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
APPLICANT'S NAME: North Carolina State Ports Authority, c/o Chris Mowrey
2. LOCATION OF PROJECT SITE: The project is located at 113 ArendelI Road, adjacent to the Atlantic
Intracoastal Waterway and Morehead City turning basin, in Morehead City, Carteret County,
Photo Index - 2000: 526-527 1995:'527 1989: Not Available
State Plane Coordinates - X: 820610 Y: 109903 GPS - 0-071516A
3. INVESTIGATION TYPE:, CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 7/06/06
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received —completed on 7/13/06
Office - Wilminigon
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Carteret County
Land Classification From LUP — Limited/Transitional
(B) AEC(s) Involved: ES
Water Dependent: Yes
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing --- Municipal Planned: None
(F) Type of Structures:
Existing — North Carolina State Ports Morehead City Terminal
Planned - 177,000 sq. ft. warehouse, loading dock, rail line and stormwater collection system. Additional
building demolition is proposed.
(G) Estimated Annual Rate of Erosion: N/A
Source - NIA
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILL-ED OTHER
(A) Vegetated Wetlands
(13) Non -Vegetated Wetlands (Open water)
(C) Other — High -ground
866,844 sq. ft. or
199 acres
(previously
disturbed)
(D) Total Area Disturbed: 866,844 sq ft (19.9 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a warehouse, loading dock, rail line and stormwater
collection system. Additionally, the applicant proposes to demolish several buildings on the property.

Chris Mowrey
Page Two
9. PROJECT DESCRIPTION
Duke Construction, on behalf of North Carolina State Ports Authority, has requested that the attached application
be processed under the Express Permit Review Program.
The project site is located at 113 Arendell Road, adjacent to the Morehead City Turning Basin, in Morehead City,
Carteret County. To get to the site, take Hwy 70 east from Newport towards Beaufort. Turn right at the last stop
light before crossing the high-rise bridge heading into Beaufort. The North Carolina State Ports Authority
(NCSPA) facility will be located on the right. The lot averages 8-10 feet above mean sea level. The NCSPA
currently operates as a loading and off-loading shipping facility.
The NCSPA facility (later referred to as "The Port") is comprised of approximately 100 acres and is located in an
area of high industrial activity. Multiple commercial and U.S. Government operations use the adjacent waters
(Turning Basin and Morehead City Shipping Channel) as a means of shipping and receiving merchandise.
The Port is heavily developed with very little vegetation. Land grasses and ornamental landscaping represent what
little vegetation there is on the site.
It should be noted that impervious coverage at the site, within the 75' Area of Environmental Concern (AEC), is
currently around 100%. The Port has an existing stormwater management plan, but the proposed development has
prompted the facility to revise the stormwater collection and treatment system. A newly designed stormwater
infiltration system has been proposed in the vicinity of the new warehouse, loading dock and rail line. The Division
of Water Quality is currently reviewing the stormwater package under the Express Stormwater Review Program.
The Carteret Land Use Plan classifies the area in the vicinity of the project area, as Developed. The waters in the
project area are classified as SC by the N.C. Division of Water Quality. They are NOT designated as a Primary
Nursery Area (PNA) by the N.C. Division of Marine Fisheries, and they are CLOSED to the harvest of shellfish.
PROPOSED PROJECT
The Port is proposing to develop the property by constructing a 177,100 sq. ft. warehouse, two concrete loading
docks, rail line and stormwater collection system. Additionally, the applicant is proposing to demolish two
buildings and several concrete staging pads.
Beginning along the western side of the property, adjacent to Berth 9, the applicant proposes to install a stormwater
collection and infiltration system. As proposed, the system will provide stormwater collection for the new
warehouse, loading docks, rail line and other impervious areas that are directly and indirectly associated with the
modification request.
Immediately east of the underground stormwater infiltration system, the applicant is proposing to construct a 771' x
231' warehouse. The warehouse would be constructed in an area that is currently paved and being used as a
storage/laydown area. A "heavy duty" asphalt apron (varying in width from 50'-70') would be constructed around
the warehouse to support the commercial grade loading equipment being used to transport material in/out of the
building. Two concrete loading docks would be constructed along the eastern side of the building, one at each end.
The loading docks would provide vehicular/mechanical access to the warehouse and proposed rail line. As
proposed, the rail line (approximately 1,770 linear feet) would run from north to south and tie into the existing rail
lines that run throughout the Port.
In addition to the proposed development, the applicant is requesting approval to demolish/remove two buildings
and several concrete laydown areas from the property. According to the applicant, both of the buildings were
damaged due to previous hurricanes. Because the buildings are in disrepair, the applicant proposes to demolish
them and convert the area into open storage to offset the loss of space with the construction of the proposed
warehouse.

Chris Mowrey
Page Three
10. ANTICIPATED IMPACTS
The proposed warehouse, loading docks, rail line, stormwater collection system, asphalt aprons and building
demolition would disturb approximately 866,844 square feet of highground. According to the application package
and site drawings, no new work is being proposed within the 30' Coastal Shoreline Buffer. The applicant is
currently in the process of obtaining approval from the Division of Water Quality for the collection and treatment
of stormwater runoff resulting from the proposed development.
Submitted by: Jason Dail Date: 7/18/2006 Office: Wilmington

0 ARCADIS
Infrastructure, environment, facilities
Ms. Linda Lewis
North Carolina Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject:
Stormwater Project No. SW8 060707
NC State Ports Morehead City Warehouse
Carteret County
Dear Ms. Lewis:
On behalf of the NC State Port Authority and Duke Construction, we would like to
request a resubmittal extension for the above referenced project until Friday, July
28'h in order to obtain additional signatures and adequately address all of the
comments.
Sincerely,
ARCADIS G&M of North Carolina, Inc.
I" I V 0—,
t�nathan A. Allen, P.E.
Civil Engineer
Copies:
David Parker, P.E., Duke Construction
File
ARCADIS G&Mof North Carolina, In(
801 Corporate Center Drive
Suite 300
Raleigh
North Carolina 27607
Tel [phone]
Fax [phone]
www.arcadis-us-corn
LAND RESOURCES
Date:
24 July 2006
cuntact:
Jonathan Allen
Phone:
Ext. 182
email:
[e-mail]
Our ref:
N C405053.0001
Imagine the result

ARCADIS
Infrastructure, environment, facilities
TELEFAX
To:
Linda Lewis
NC Division of Water Quality
Fax:
[phone]
Subjea
Stormwater Project No. SW8 060707
NC State Ports Morehead City Warehouse
Copies:
David Parker— 461-8090
Total pages:
2
ARCADIS Prajed No.:
NC405053.0001
Ii you do not receive all pages, please call to let us know as soon as possible.
Please see attached letter.
4RCADIS G&M of North Carofins, Ins
801 Corporate Center Drive
Suite 300
Raleigh
North Carolina 27607
Tel [phone]
Fax [phone]
uvm.arcadis-us.com
LAND RESOURCES
Date:
24 July 2006
From:
Jonathan Allen
Phone Number:
Ext- 182
THIS MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN
INFORMATION THAT IS PRIVILEGED, CONFIDENTIAL, AND EXEMPT FROM D15CLOSURE UNDER APPLICABLE LAW,
if the reader of this message is not the intended recipient, or the employee or agent responsible for delivering the message to the Intended reciplent,
you are hereby notified that any dlsseminalion. dlstributton, or copying of this Communication is strictly prohibited. If you have received this
communication in error, please notify us immediately by telephone and return the original message to us at the above address via the U.S. postal
service.
Imagine the result

ARCADIS
Infrastructure, environment, buildings
19:411269d,IIII I%1414=0It=I.a
To:
Linda Lewis
NCDENR — Div. of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 27889
From'.
Jonathan Allen
L:�-yp�es5 - LL * 74-c�
�J ew - / H Dr � f-
�QdQV
ARCADIS G&M of
North Carolina, Inc.
801 Corporate Center Drive
Suite 300
Raleigh,
Copies: North Calina
File RECEIVED Tel [phone].5073
Fax [phone]
JUL 1.0 20M
DWQ
PRo,j # f& S 000 �o LAND RESOURCES
Date:
10 July 2006
Subject: ARCADIS Project No.:
NC State Ports Authority— Warehouse NC405053.0001
We are sending you:
® Attached ❑ Under Separate Cover Via the Following Items:
❑ Shop Drawings ❑ Plans ❑ Specifications ❑ Change Order
❑ Prints ❑ Samples ❑ Copy of Letter ❑ Reports
❑ Other:
Copies
Date
Drawing No.
Rev.
Description
Action'
2
Warehouse —Site Drawings (C1.01, C1.03, CL04, C1.05, C1.08,
C 1.09)
2
Stormwater Management Permit Application Form (Original + 1
copy)
1
Wet Detention Basin Supplement (Original)
1
Stormwater Narrative with supplemental information
Action'
❑ A Approved ❑ CR Correct and Resubmit ❑ Resubmit Copies
❑ AN Approved As Noted ❑ F File ❑ Return Copies
❑ AS As Requested ❑ FA For Approval ❑ Review and Comment
❑ Other:
Mailing Method
❑ U.S. Postal Service 15' Class ® Courier/Hand Delivery ❑ FedEx Priority Overnight ❑ FedEx 2-Day Delivery
❑ Certified/Registered Mail ❑ United Parcel Service (UPS) ❑ FedEx Standard Overnight ❑ FedEx Economy
❑ Other:
Comments: Linda, Please accept this package for Stormwater Cx Less Permit review for the NC State Ports Authority
Warehouse at the Morehead City Port. Please let me know if you have any questions. Thanks, Jonathan
Page:

0
Soil & Environmental Consultants, PA.
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone. [phone] - Fax: [phone]
www.SandEC.com
June 23, 2006
S&EC Project #: 10298.S2
Duke Construction
Attn: David Parker
1800 Perimeter Park Drive, Suite 200
Morrisville, NC 27560
Re: Detailed Soils Evaluation at NC Ports Authority, Morehead City, NC.
Dear Mr. Parker:
Soil & Environmental Consultants, PA (S&EC) performed a preliminary soils evaluation
at the NC Ports Authority, located in Morehead City, Carteret County, NC. At the five
requested locations the following was performed by S&EC: 1) a profile description to
seven feet (or as deep as possible with hand augers), 2) water table measurement, and
estimation of permeability, 3) hydraulic conductivity, and seasonal high water table. The
purpose of this evaluation Is to provide additional information for designing storrrlwater
infiltration basins. The following is a brief report of the methods utilized in this
evaluation and the results obtained.
Soil/Site Evaluation
A site evaluation was performed by Walter Cole, LSS and Sarah Menser SSIT and Don
Wells LSS to acquire the information noted above. The evaluation was performed by
making hand auger borings to a depth of 7 feet at five locations which were located with
a GPS receiver and are shown on the attached map and identifying and recording the soil
morphological conditions at those five locations in order to develop soil profile
descriptions. There are soil profile descriptions included with this report and shown on
the attached map.
The soils varied over the site, however most borings revealed loamy sand surface
horizons consisting fill material and coarse to fine sandy textured subsurface horizons.
The lower portion of the profile consisted of fine to coarse sand (marine deposits) with
various amounts of shell fragments that was saturated in most cases. The auger borings at
locations 1, 2, 3 and 5 contained a thin clayey subsurface layer or "lenses" in their
profiles (silty clay loam and silty clay). S&EC determined the seasonal high water table
based on redoxomorphic features. S&EC also measured the observed water table and the
"blue line" depth, which is the saturated, gleyed marine deposited material with shell
fragments. Please note that storm water infiltration systems must be a minimum of two
feet above the seasonal high water table.
Soil boring 4 had sandy textured subsurface horizons and should have an estimated
hydraulic conductivity of greater than 0.52 inches per hour. Soil boring 1 had loamy sand
and clay fill material and an actual silt loam subsurface layer that has an estimated
Charlotte Office: Greensboro Office
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]

hydraulic conductivity of 0 .14 to 1.4 inches per hour. Soil boring 3 had loamy sand fill
material over a 2 inch clay lens that has an estimated hydraulic conductivity of 0.01-0.14
inches per hour. Measurements would be needed to definitively show that this layer is
above the 0.52 inches per hour threshold.
The permeability estimates are based on the soil texture and are obtained from the
USDA-NRCS (United States Department of.Agriculture - Natural Resource Conservation
Service) official series description. No actual site specific testing of hydraulic
conductivity was performed. Since the rules require hydraulic conductivity of 0.52"/hr,
the permeability estimates were converted to conductivity on the profile description
tables. This report does not address setbacks or buffers from surface waters.
Soil & Environmental Consultants, PA is pleased to be of service in this matter and we
look forward to assisting in the successful completion of the project. Please feel free to
call with any questions or comments.
Sincerely,
Walter Cole
NC Licensed Soil Scientist #1267
J"'� Vu"-L�
Sarah Menser
NCSSIT

NC Ports Authority, Morehead City
Boring #1
Profile Description
Job #10289.52
V R.
Ma�
70 6%
`5
wermeabi 1 It
0-1
Estimated
&1�
VV
01R
0. MOO
it
'ZO1, 4 i
0-14
(Fill) 1
Loamy Sand
2.5 Y 5/3
-
6-20
1
>14
14-18
(Fill)
Loamy Sand
2.5 YR 7/3
6-20
>14
18-21
(Fill)
Clay
5 Y 2.5/1
5 YR 3/4
0.06-0.2
0.01-0.14
21-24
Fill)
Sand
2.5 Y 6/3
6-20
>14
Sand w/ Few Shell
7.5 YR 4/ 6
24-30
Fragments and
2.5 Y 5/2
2.5 Y 4/1
6-20
>14
Clay Lenses
Sand w/ Few Shell
30-37
Fragments and
Gleyl 4/N
2.5 Y 5/4
6-20
>14
Clay Lenses
37-60
Fine Sand w/ Few
Gleyl
6-20
>14
Shell Fragments
4/10Y
60+
Silt Loam w/
Gleyl
0,6-2
0.14-1.4
Cemented Sand
4/5GY
Seasonal High Water Table - 18"
Observed Water Table - 37"
Blue line at 30"

NC Ports Authority, Morehead City
Boring #2
Profile Description
Job #10289.52
tWfff
le e
- -'
a
0
1,71-10113
$NMI
Esti ated
'kIFx,
0-30
Loamy Sand
2.5 Y 5/4
6-20
>14
(Fill)
Loamy Sand
30-56
w/ Few Shell
5 Y 5/4
6-20
>14
(Fill)
Fragments
Sand w/ Few Shell
10 Y 4/6
56-62
Fragments
5 Y 4/3
2.5 Y 4/1
6-20
>14
Sand w/ Shell
62+
Fragments and
Gleyl 4/N
6-20
>14
Clay Lenses
Seasonal High Water Table - 56"
Observed Water Table - 57"
Blue line at 62"

NC Ports Authority, Morehead City
Boring #3
Profile Description
Job #10289.52
Depth s
Texture
Simi
--0
�'M 11
C, ib
U F oerMeN7111�
--f-
S D
MOR'LN�
47 -ii Him
1 0-48
Loamy Sand W/
(Fill)
Shell Fragments
2.5 Y 5/3
6-20
>14
48-64
Sand w/ Shell
2.5 Y 4/3
6-20
>14
(Fill)
Fragments
64-66
Clay Lens w/ Shell
Gley 1 3/N
2.5 Y 4/1
0.06-0.2
0.01-0.14
Fragments
10 YR 3/6
66-78
Sand w/ Shell
Gley 14/ N
6-20
>14
Fragments
78+
Sandy Loam W/
Gley 14/ N
2-6
1.4-14
Shell Fragments
Seasonal High Water Table - 64"
Observed Water Table - 74"
Blue line at 64"'

NC Ports Authority, Morehead City
Boring #4
Profile Description
Job #10289.S2
},Depths q
(in)
t, =Texture
Mafrvc
Colar
'Mottle
Color
USDA
Permeabilit---. hr
.
«Estimated
r �r
_ � R
&
r xRKSAT�
W
0-10
Loamy Sand w/
2.5 Y 5/3
-
6-20
>1.4
Fill
Shell Fra ments
10-60
Fine Loamy Sand
Fill
w/ Shell Fragments
2.5 Y 6/3
-
6-20
>14
60-74
Fine Sand w/ Shell
2.5 Y 4/3
-
6-20
>14
Fragments
Coarse/ Medium
74+
Sand w/ Shell
5 Y 4/1
-
6-20
>14
Fragments
Seasonal High Wafter Table - 74"
Observed Water Table - 70"
Blue line at 74"

NC Ports Authority, Morehead City
Boring #5
Profile Description
Job #10289.52 -
'De
�
(in)
a �,i
�' R
'jgUrmeavIIII 41uhr-Av
a
11 VAI
0-18
Loamy Sand w/
(Fill)
Few Shell
2.5 Y 6/3
-
6-20
>14
Fragments
18-30
Fine Loamy Sand
(Fill)
w/ Few Shell
2.5 Y 7/2
-
6-20
>14
Fragments
30-40
Fine Sand w/ Few
i
2.5 Y 6/3
-
6-20
>14
Shell Fragments
40-52
Fine Sand w/ Few
2.5 Y 4/4
-
6-20
>14
Shell Fragments
Coarse/Medium
Gley 1
52+
Sand w/ Shell
Gley 1
4/5GY
6-20
>14
Fragments and
5/10Y
(Lenses)
Clay Lenses
Seasonal High Water Table - 52"
Observed Water Table - 67"
Blue line at 52"