SW8070726_HISTORICAL FILE_20070810 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 010121
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
Nj HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
?. c� r,'► C? $ Q
YYYYMMDD

W A r90
Michael F Easley, Governor
(r William G Ross Jr Secretary
North Carolina Department of Environment and Natural Resources
O 'C Coleen FI Sullins, Director
Dnision of Water Quality
August 10, 2007
Harry C Brown, Managing Member
The Harry C Brown Family, LLC
2406 N Marine Blvd
Jacksonville, NC 28546
Subject Stormwater Permit No SW8 070721
National Automotive
High Density Project
Onslow County
Dear Mr Brown
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for National Automotive on August 10, 2007 Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H 1000 We are forwarding Permit No SW8 070721
dated August 10, 2007, for the construction of the subject protect
This permit shall be effective from the date of issuance until August 10, 2017, 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 adtudicatory 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 Chris Baker, or me at [phone]
Sine -rely,
E ward Beck
Regional Supervisor
Surface Water Protection Section
ENB/csb S \WQS\STORMWATER\PERMIT\070721 aug07
cc Michael J Klinker, P E , Parker and Associates, Inc
Onslow County Building Inspections
Chris Baker
Wilmington Regional Office
Central Files
` hCarolinaa
Wurally
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet www ncwaterguahty org Location N 512 Salisbury St Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

State Stormwater Management Systems
Permit No SW8 070721
,, 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
Harry Brown and The Harry C Brown Family, LLC
National Automotive
US Hwy 17 N, Onslow County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H 1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit
This permit shall be effective from the date of issuance until August 10, 2017, 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 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 354,845 square feet of
impervious area
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans The built -upon area for the future
development is limited to 354,845 square feet
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans
5 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 070721
6 The following design criteria have been provided in the wet detention pond and
must be maintained at design condition
a
Drainage Area, Acres
93
Onsite, ft
351,567
Offsite, ft2
52,622
b
Total Impervious Surfaces, ft2
354,845
c
Design Storm, inches
1 5
d
Pond Depth, feet
6
e
TSS removal efficiency
90%
f
Permanent Pool Elevation, FMSL
89
g
Permanent Pool Surface Area, ft2
21,655
h
Permitted Storage Volume, ft3
42,426
1
Temporary Storage Elevation, FMSL
908
I
Controlling Orifice
2 5"0 pipe
k
Permitted Forebay Volume, ft3
15,074
1
Fountain Horsepower, HP
1/4
m
Receiving Stream/River Basin
UT to Northeast Creek / White Oak
n
Stream Index Number
19-16-(4 5)
o
Classification of Water Body
"SC,NSW"
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 time 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 Mowm.9 and re -vegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping
g Access to the outlet structure must be available at all times
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 070721
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 Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria
a The fountain must draw its water from less than 2' below the permanent
pool surface
b Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond
c The falling water from the fountain must be centered in the pond, away
from the shoreline
d The maximum horsepower for a fountain in this pond is 1/4 horsepower
The facilities shall be constructed as shown on the approved plans This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data
Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
8 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility
9 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
10 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the project
area The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
11 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
12 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 070721
13 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
III GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate
The approval of this request will be considered on its merits and may or may not
be approved The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
2 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
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 re -issuance 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 10th day of August, 2007
NORT OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for o een Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 070721
National Automotive
Stormwater Permit No SW8 070721
Onslow Countv
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
;t Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 070721
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 drams are located such that the runoff is directed into the system
5 The outlet/bypass structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
7 Trash rack is provided on the outlet/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 Required drawdown devices are correctly sized per the approved plans
13 All required design depths are provided
14 All required parts of the system are provided, such as a vegetated shelf,
and a forebay
15 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Onslow County Building Inspections
Page 7 of 7

EN- m +mil
,tii�kr: `� a:bOFFICEIUSE
Date Receive
Fee Paid
Permit Number
Z
06 `10
t
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)
The Harry C Brown Family, LLC
2 Print Owner/Signing Officials name and title (person legally responsible for facility and compliance)
Harry C Brown, Managing Member
3 Mailing Address for person listed in item 2 above
2406 N Marine Blvd , Jacksonville, NC 28546
City P
Jacksonville State NC Z 28546
Telephone Number ( 910 ) 347-3777
4 Project Name (subdivision facility, or establishment name - should be consistent with project name on plans
specifications letters operation and maintenance agreements, etc)
National Automotive
5 Location of Project (street address)
US Hwy 17N
City
County
6 Directions to project (from nearest major intersection)
From intersection of Hwy 24 and US 17 take US 17 N 3 2 miles to project on right
7 Latitude N 340 47' 04"
Longitude
IN 770 22' S4 of project
S Contact person who can answer questions about the project
Name Michael J Klinker, P E Telephone Number
II PERMIT INFORMATION
1 Specify whether project is (check one) X New Renewal
Form SWU-101 Version 3 99 Page 1 of 4
910, 455-2414
Modification

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 Cenral Permit Other
4 Additional Project Requirements (check applicable blanks)
_CAMA Major —Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
III PROJECT INFORMATION
1 In the space provided below, summarize how stormwater will be treated Also attach a detailed narrative
(one to two pages) describing stormwater management for the project
Wet Detention Basin
2 Stormwater runoff from this project drains to the
3 Total Project Area 81 acres
5 How many drainage areas does the project have?.
4 Project Built Upon Area
1
River basin
853
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
Bj1hJnfQrinationi,
� Draiynage A?ea i %`o
3' � Dca i age'E1rea^2 t'i4";
Receiving Stream Name
UT to Northeast Creek
Receiving Stream Class
SC, NSW
Drainage Area
404,189 SF includes 52,622 S
off site
Existing Impervious* Area
NIA
Proposed Impervious`Area
34 ,845 SF
% Impervious' Area (total)
85 3 %
impeiviouKSurface(Are p g
y " Diamage`+Aie1"�� ` ,'
en'FC v. FP ATaf rm"x—x•}rY f.'l ,n Sz" ^[t'�
� sDrainage Aiea,2I ah
ftiiw/* 'S Tx VL YbrGi _i, 4t
On -site Buildings
0
On -site Streets
0
On -site Parking
0
On -site Sidewalks
0
Other on -site
295,845 SF
Off -site
50,000 S $
Total 34 ,845 SF
Total
Impervious area is defined as the built upon area including but not limited to buildings, roads parking areas
sidewalks, gravel areas etc
Form SWU-101 Version 3 99 Page 2 of 4

7'� How was the off -site impervious area listed above derived? 95% of `off —site allocated
for future
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
Z 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
One copy of the applicable Supplement Form(s) for each BMP 140oO 'h'I
Permit application processing fee of b 3Q(payable to NCDENR)�{Yc}� tpfyb
Detailed narrative description of stormwater treatment/management
Two copies of plans and specifications including
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours proposed contours, spot elevations finished floor elevations
- Details of roads drainage features collection systems and stormwater control measures
- Wetlands delineated or a note on plans that none exist
- Existing drainage (including off -site) drainage easements pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf please complete this section
Designated agent (individual or firm) PARKER & ASSOCIA TES, INC
Matting Address
City
P.O BOX 976
JACKSONVILLE
State
Phone [phone] Fax
NC Zip 28541
910 455-3441
VIII APPLICANT'S CERTIFICATION {n� 1/�
I (print or type name of person listed in General Information, item 2) darrV V OWI 1
certify that the information included on this permit application form is to the b st of my knowledge correct and
that the project will be constructed in conformance with the approved plans that the required deed restrictions
and protective covenar3ts will be recorded and that the proposed project complies with the requirements of 15A
NCAC 2H 1000
JSignature
Form SWU-101 Version 3 99 Page 4 of 4
Date ' 0

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street . P O Box 976
Jacksonville, NC 28541-0976
[phone] * Fax [phone]
LETTER OF TRANSMITTAL
TO Mr Chris Baker
NCDENR - Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
WE ARE SENDING YOU
One (1) original Wet Detention Basin Supplement
DELIVERY VIA
❑ Regular Mail ❑ Hand
DATE: August 8, 2007
REF: National Auto
® UPS,Overnight ❑ UPS Ground
THESE ARE TRANSMITTED AS CHECKED BELOW.
❑ For Approval
®
As Requested
❑ For Your Use
❑
For Bids Due
❑ Other
COMMENTS
Chris, 1f you need additional information, please call
Express SW
Wet Detention Basin Supplement
❑ Federal Express
❑ Other
❑ For Review and Comment
dj
�M J Khnker, P E
Copies To Mr Robby Yates
MJK/avc CF (P), LAM, � irece red�-
(if enclosures are not as noted, kindly notify us at once) O
`d/ O C�
i2 M1K LO'I Baker NalAafO 8 8 07
EMAIL ADDRESS TEXT MESSAGES TO paitextGdbizee rr com MAPS AND PLANS TO paid ran(abizee rr com
i ENVIRONMENTAL ENGINEERING 4 STORMWATER, WATER AND WASTEWATER SYSTEMS
♦ FEASIBILITY AND DEVELOPMENT CONSULTING ♦ GLOBAL POSITIONING SURVEYS f SUBDIVISION AND CONSTRUCTION PLANS

1 /9
I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
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H D SOUTHERLAND & WIFE,
MARY R SOUTHERLAND
D B 1232, P 628
INDUSTRIAL ZONE
OFFICE/SERVICE SHOP
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT PURSUABT TO THE 1987 CORPS OF ENGINEERS WETLANDS
DELINEATION MANUAL AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION
MAY BE RELIED UPON FOR A PERIOD OF FIVE YEARS FROM THIS DATE
------------------------------------
SIGNATURE OF U S ARMY CORPS OF ENGINEERS OFFICAL
DATE OF SIGNATURE
LEGEND
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SECURITY LIGHT
PP =
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HARRY BROWN
2223 N MARINE BLVD
JACKSONVILLE, NC 28546
910-347-3777
EXISTING 20' PEDESTRIAN
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OWNER
NATIONAL DODGE, INC
2223 N MARINE BLVD
JACKSONMLLE, NC 28546
910-347-3777
N C G S "COBLE"
NORTHERN = 380015 7229
EASTERN= 2485286 735
WETLANDS SURVEY
PREPARED FOR
HARRY BROWN
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES. P.A.
409 JOHNSON BLVD JACKSONVILLE, NC 28540
PHONE [phone] DATE SEPTEMBER 3, 2004
SCALE 1"= 30' F B 736, PG 13-16
JOB #249310 FILE NAME BROWN, HARRY
REVISED 8-3_06 (ADDED TOP OF BANK)
SEE SHEET 8 OF 9 FOR CONTINUATION
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PARKER

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street * P O Box 976
Jacksonville, NC 28541-0976
[phone] . Fax [phone]
July 19, 2007
Mr Chits Baker
NCDENR - Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE National Automotive
Onslow County, NC
Express Stormwater RE -Submittal
Dear Mr Bakei
We are re -submitting the following items related to the Express Stormwater Submittal for the
above referenced project
1 One (1) original Stormwater Management Permit Application Form
2 One (1) copy of Wetlands Maps
3 One (1) original Level Spreader O & M Agreement
4 One (1) Soils / Water Level Report
5 One (1) Stormwatei Delineation Plan
6 Two (2) copies of the revised plans
We are also enclosing a check in the amount of $4000 00 due to the previously submitted
check not being the correct amount
If you have any questions or need any additional information, please contact me
Sincerely,
PARKER & ASSOCIATES, INC
OL
M Klinker, P E
Enclosures
ec The Ilarry C Brown Family LLC (w/papciwork)
MJK/adsCF (P), LAM Aereceived
cI MJK Baker Iti 7 19 07 O
EMAIL ADDRESS TEx r MESSAGES TO pattexl(aibizec rr com MAPS AND PLANS TO oaidrafKaibizec rr com
1 ENVIRONMENTAL ENGINEERING ♦ STORMWATER, WATER AND WASTEWATER SYSTEMS
1 FEASIBILITY AND DEVELOPMENT CONSULTING ♦ GLOBAL POSITIONING SURVEYS ♦ SUBDIVISION AND CONSTRUCTION PLANS

PO Box 1387
Richlands, NC 28574
Phone [phone]
Phone [phone]
Fax [phone]
pettmansod@ayahoo com
Parker and Associates
PO Box 976
Jacksonville, NC 28540
National Volkswagen Soil Report
July 16, 2007
Pittman Soil Consulting was contracted to evaluate the soil properties at National
Volkswagen located on New Bern Highway in Jacksonville, NC The tract of land is
identified on the Onslow County Tax GIS website with parcel numbers 345-1 8 and
345E-14 The purpose of the evaluation was to determine soil characteristics for a
stormwater pond
According to the Soil Survey of Onslow County, North Carolina and the soil map
obtained from the Onslow County Tax Office, the soils in the project area listed as
Goldsboro Urban Land Complex and Craven fine loam The Goldsboro series consists of
moderately well drained soils that formed in moderately fine textured sediment These
soils are on uplands Slope ranges from 0 to 2 percent Goldsboro soils have a sandy A
horizon and a loamy B horizon 60 to 80 inches thick Estimated permeability rates from
6-20 inches per hour in surface soils and 0 6 to 2 0 inches per hour in subsurface soils
The Craven series consists of moderately well drained soils that formed in fine textured
sediment These soils are on uplands Slope ranges from 1 to 4 percent Craven soils
have a loamy A and E horizons and a clayey and loamy B horizon 40 to 60 inches thick
Estimated permeability rates range from 0 6 to 2 inches per hour in surface soils and 0 06
to 0 2 inches per hour in subsurface soils These permeability rates are only estimates
and in -situ data should be obtained for greater accuracy
Soil Characteristics
The soils in the project area were divided into two areas (See attached map) Area 1 the
auger bonngs revealed the placement of approximately 24 inches of fill on the property
over an original land surface of loamy sand texture The subsurface soils graded from
firm sandy clay loam textures to firm clay loam textures over very clayey soils to a depth
of 48 inches from the existing land surface The seasonal high water table was found to
be approximately 24-30 inches from the existing land surface In Area 2, the surface
soils were found to be disturbed possibly from land clearing operations that occurred
some time in the not recent past The auger borings revealed a loamy sand surface layer

of approximately 12-16 inches in depth over firm clay loam textured soils Firm to very
firm clayey soils were found beneath the clay loam soils beginning at approximate depths
of 20-30 inches from the land surface The seasonal high water table in this area was
approximately 16 inches from the existing land surface deternuned by soil colors of
chroma 2 or less by Munsell soil color chart
Site Lurutine Factors
The primary limiting factor throughout the property is the shallow seasonal lugh water
table indicated by soil color of chroma 2 or less determined by Munsell soil color chart
Additionally, there are wetlands subject to jurisdiction of the U S Army Corp of
Engineers that should be taken into account when site planning of the property
Conclusion
This report is submitted based on field data obtained during the site visit Any site
modifications should be completed after site evaluations have been conducted by the
appropriate regulatory agency
Yras&S
Pittman Soil Consulting
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LIMITED LIABILITY COMPANY
ANNUAL REPORT
SOSID 0707337
Date Filed 3/29/2007 9 31 00 AM
Elaine F Marshall
North Carolina Secretary of State
C200708800115
NAME OF LIMITED LIABILITY COMPANY
THE HARRY C BROWN FAMILY, LLC
FISCAL YEAR ENDING 12 / 31 / 0 6 STATE OF INCORPORATION NC
SECRETARY OF STATE R L L P ID NUMBER 0707337
NATURE OF BUSINESS REAL ESTATE
REGISTERED AGENT
REGISTERED OFFICE MAILING ADDRESS
REGISTERED OFFICE STREET ADDRESS
SIGNATURE OF THE NEW REGISTERED AGENT
PRINCIPAL OFFICE TELEPHONE NUMBER 910.347.3777
PRINCIPAL OFFICE MAILING ADDRESS
PRINCIPAL OFFICE STREET ADDRESS
MANAGERS/MEMBERS/ORGANIZERS
FEDERAL EMPLOYER ID NUMBER 200651790
SIGNATURE CONSTITUTES CONSENT TO THE APPONTMENT
906 GREENWAY DRIVE
JACKSONVILLE, NC 28546
906 GREENWAY DRIVE
JACKSONVILLE, NC 28546
Name HARRY C. BROWN
Title MEMBER
Address 906 GREENWAY DRIVE
JACKSONVILLE, NC 28546
City
State ZIP
Name
Name
Title
Title
Address
Address
City
City
State ZIP
State ZIP
CERTIFICAT N OF ANN REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
3- Zc-O%
¢� R M US'T BE S—IGNTUrrIMFMAGERIMEMBER DATE
MANAGING MEMBER
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE $200 MAIL TO Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626 0525
619231
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