SW8051137_HISTORICAL FILE_20060106 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 05 ti 37
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2009 of 04
YYYYMMDD

IQF W A
oTFROG
C r
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 6, 2006
Mr. Richard E. Vick, Vice President
S.T. Wooten Corporation
3801 Black Creek Road
Wilson, NC 27894
Subject: Stormwater Permit No. SW8 051137
S.T Wooten Asphalt Plant
High Density Project
New Hanover County
Dear Mr. Vick:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for S.T. Wooten Asphalt Plant on December 29, 2005. 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 051137 dated January 6, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until January 6, 2016, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or Limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Paul Bartlett, or me at [phone].
Sincer y,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/ptb: S:\WQS\STORMWATER\PERMIT\051137.jan06
cc: Dale Werenko, P.E., Withers & Ravenel, Inc.
Tony Roberts, New Hanover County Building Inspections
City of Wilmington Stormwater Services
Beth E. Wetherill, New Hanover County Engineering
Paul T. Bartlett, P.E.
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service1 V7.623-6748
Wilmington Regional Office Wilmington, INC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us NOne
ORhCaiOtlnB
An Equal OpportunitylAffirmative Action Employer— 50% Recycled110% Post Consumer Paper Naturally

State Stormwater Management Systems
Permit No. SW8 051137
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
Richard E. Vick and S.T. Wooten Corporation
S.T. Wooten Asphalt Plant
New Hanover County
FOR THE
construction, operation and maintenance of two 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 January 6, 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.
This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 38,349 square feet of
impervious area.
The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. There is no allotment for future built -upon
area at the site.
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 051137
6. The following design criteria have been provided in the infiltration basins and
must be maintained at design conditions:
Basin #A Basin #B
a. Drainage Area, acres:
1.09
1.03
Onsite, ft':
47,480
44,867
Offsite, ft':
None
None
b. Total Impervious Surfaces, ft':
22,147
16,202
C. Design Storm, inches:
2
2
d. Basin Depth, feet:
0.5
0.5
e. Bottom Elevation, FMSL:
17.5
17.5
f. Bottom Surface Area, ft':
7,130
7,274
g. Bypass Weir Elevation, FMSL:
N/A
N/A
(Provided volume 2X requirement)
h. Permitted Storage Volume, ft':
3,750
3,782
i. Type of Soil:
Kr, Le
Kr, Le
j. Expected Infiltration Rate, in/hr:
52
52
k. Seasonal High Water Table,
13.5
13.5
FMSL:
I. Time to Draw Down, hours:
0.2
0.3
M. Receiving Stream/River Basin: Cape Fear River / Cape Fear
n. Stream Index Number: 18-(63)
o. Classification of Water Body: "C; Sw"
It. 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. Mowin.9 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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 051137
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification maybe 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 Slormwater Management Systems
Permit No. SW 8 051137
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 6th day of January 2006.
NORT (;AROLINAENIRONMENTAL MANAGEMENT COMMISSION
for . Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 051137
Page 1 of 2
S.T. Wooten Asphalt Plant
Stormwater Permit No. SW8 051137
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:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 051137
Page 2 of 2
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
Page 7 of 7

INFILTRATION BASIN ANALYSIS
PROJECT NUMBER: 051137-A
PROJECT NAME:
GTWooten Asphalt Plant
DRAINAGE BASIN:
Cape Fear
RECEIVING STREAM:
Cape Fear River
Index No.:
18^(63)
SITE AREA 32.44uomo
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
Asphalt Plant Site
OTHER
TOTAL
'& IMPERVIOUS, |=
ELEVATION OF SEASONAL HIGH WATER TABLE
� *x REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
FILENAME: S:\WQS\INBASIN\051137-A.WK1
DATE: 06-Jan-06
REV|EVVER:P.Bodle8
CLASS: C;Sw
If ORW, is site within the 575'AEC?
DRAINAGE AREA:
Rational C
10.940 0.95
5,207 0.95
8F
Place o"1"here ifRational
RV=.05+.008(1
FEETMDL
INCHES/HOUR
Bov.(b) Area, oqkInc. Volume Aon.Volume
BOTTOM 17.5 7.130
17.5 7'130 0 0
10 7.070 3700 3700
TOP 18.5 8'228 3974.5 7074.5
DESIGN STORM, INCHES
DESIGN VOLUME
TOTAL VOLUME AVAILABLE
DEPTH UFRUNOFF
TIME T0DRAWDOVVN
25 YEAR 24HO0R STORM N/A
|nienaik/. i= .50inches /hour
Or=CiA=
Qpthrough the bottom oJthe booin=
1DYEAR iUMIN HIGH INTENSITY EVENT
Intensity, i=0.3inches /hour
Volume for 10 yr. 10 min. event =
CUBIC FEET
CUBIC FEET
FEET
HOURS MUST BE<120
0.20 CFG
0.50 CFG Must bo>Or
2205.42CF< 7074.5CF
COMMENTS
Volume and dravvduwnare (no\)within Design Requirements.

INFILTRATION BASIN ANALYSIS
PROJECT NUMBER: 051137-B
PROJECT NAME: ST Wooten Asphalt Plant
DRAINAGE BASIN: Cape Fear
RECEIVING STREAM: Cape Fear River
Index No.: 18-(63)
SITE AREA 32.44 acres
IMPERVIOUS AREA CALCULATION
BUILDINGS
PARKING/ASPHALT
Asphalt Plant Site
OTHER
TOTAL
% IMPERVIOUS, 1=
ELEVATION OF SEASONAL HIGH WATER TABLE
REPORTED INFILTRATION RATE
SURFACE AREAS AND ELEVATIONS
FILENAME: S:\WQS\INBASIN\051137-B.WK1
DATE: 06-Jan-06
REVIEWER: P.Bartlett
CLASS: C; Sw
If ORW, is site within the 575' AEC?
DRAINAGE AREA: 44,867 SF
Rational C
1,568 0.95
14,634 0.95
0 0.95
Place a "1" here if Rational
RV= .05+.009 ( I)
135 FEET MSL
52 INCHES/HOUR
Elev. (ft) Area, sq ft Inc. Volume Acc. Volume
BOTTOM 17.5 7,274
17.5 7,274 0 0
18 8,044 3829.5 3829.5
TOP 18.5 8,826 4217.5 8047
VOLUME / DEPTH / DRAWDOWN CALCULATION
DESIGN STORM, INCHES
DESIGN VOLUME
TOTAL VOLUME AVAILABLE
DEPTH OF RUNOFF
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM N/A
Intensity, i = .33 inches / hour
Qr=CiA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches / hour
Volume for 10 yr. 10 min. event =
CUBIC FEET
CUBIC FEET
FEET
HOURS MUST BE <120
0.16 CFS
8.76 CFS Must be > Or
1833.15 CF < 8047 CF
COMMENTS
Volume and drawdown are (not) within Design Requirements.

l
INFILTRATION BASIN ANALYSIS FILENAME: S:\WQS\INBASIN\051137Mod-C.WK1
PROJECT NUMBER: SW8 051137Ntod-C DATE: 08-Sep-06
PROJECT NAME: ST Wooten Asphalt Plant
DRAINAGE BASIN: Ca a Fear REVIEWER: P.Bartlett
RECEIVING STREAM: Lake Sutton/Cape Fear R. CLASS: C; Sw
Index No.: 18- 63 If ORW, is site within the 575' AEC?
SITE AREA 3DRAINAGE AREA: 1 1!
BUILDINGS I
PARKING/ASPHAL
CONCRETE
OTHER (asphalt pls
%IMPERVIOUS, 1=
SOILS INFORMATION
ELEVATION OF SEASONAL HIGH WATER TAI
SOIL TYPE
REPORTED INFILTRATION RATE
SURFACE AREAS / ELEVATIONS / VOLUMES
Elev. (ft) Area,
BOTTOM 14 1
TOP 16� 1
VOLUME / DEPTH / DRAWDOWN CALCULATI
DESIGN STORM, INCHES _
DESIGN VOLUME
TOTAL VOLUME AVAILABLE
DEPTH OF RUNOFF
TIME TO DRAWDOWN
25 YEAR 24 HOUR STORM N/A
Intensity, i = .33 inches / hour
Qr=CIA=
Qp through the bottom of the basin=
10 YEAR 10 MIN HIGH INTENSITY EVENT
Intensity, i = 6.3 inches / hour
Volume for 10 yr. 10 min. event =
69260
1 0.46
204
ft IInc. Volume IAcc. Volume
SF
4UVZ UUtllU t-ttl (4X read; no bypass OK)
1.97 FEET
0.5 HOURS IMUST BE <120
0.65 CFS
12.66 CFS Must be > Or
7416.33 CF < 24092 CF
COMMENTS
Volume and drawdown are (not) within Design Requirements.
(911,
J. 1.
�) z (f G PI �

WITHERS &RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
December 28, 2005
Mr. Paul Bartlett, PE
North Carolina Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
DEC 2 9 Z005
RE: ST Wooten Asphalt Plant
Request for Additional Information
W&R Project No. 205449.00
Dear Paul:
Please find attached the following resubmittal package for the above -referenced project. Two (2) copies of the
reviser) plans are also included with this package. Our written responses to DWQ's request for additional
information is listed below:
1) Drainage Area map has been delineated and provided as requested.
2) A copy of the USACOE wetlands determination report has been provided as requested. As indicated
in the report, no wetlands have been identified on the property.
3) Pond labeling has been modified as requested.
4) The text on page 5 should not have read "Drainage Area To BMP A" and "Drainage Area To BMP B".
That was a typo that went uncorrected when I copied the table from page 2 of the application. The
text labels have been corrected; there was no change to the impervious areas in any of the tables. A
revised Page 5 is attached. To further clarify, an impervious surface area breakdown chart has been
added to Sheet 5.
Please advise if you require additional information or have any questions concerning this submittal.
Thank you for your assistance with this project.
Sincerely,
jAL E R S c4cRAVENEL, INC.
C// l
ale4Werenko, PE
DW/dw
cc: Reade Dawson, S.T. Wooten Corporation
Hunter Freeman, PE, Withers & Ravenel
vi MacKenan Drive I Cary, North Carolina 27511 1 tel: [phone] fax: [phone] www.withersravenel.com
7040 Wrightsville Ave I Suite tot i Wilmington, North Carolina 28403 1 let: 910.256.9277 1 fax: [phone]

' .- ... .. ..... — — vovo b r rvVUFLN-WILSON aofi:r
U.S. ARMY CORPS OF ENGINEERS QEC p`� 1�p5
WILMINGTON DISTRICT
Action Id. 200600113 County: New Hanover U.S.G.S. Quad: Castel Havne
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: ARTEVA Specialties S A R L RF+ CEIVED
Address: PO Box 37388
Charlotte, NC 37388 DEG 2 9 ZD05
Telephone No.: 03
BYs�Ui�--
Property description:
Size (acres) apex. 8080 Nearest Town Wilmington
Nearest Waterway Cape Fear River River Basin Cape Fear
USGS HUC 03030007 Coordinates N 34.2951 W 77.9776
Location description The protect area is a portion of a 1421 acre tract that is located at 4600 Highway 421 North
alone the northside of Sutton Lake Road near the Caric Fear River, northwest of Wilmington, North Carolina.
Indicate Which of the Following Apply:
Based on preliminary information, there may be wetlands on One 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).
_ "fhere 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 file 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.
"fhere are 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 dale 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 matmer. 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.
_ ,Hie wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below of _. 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
pennit 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 tile Coastal Area r\lanagcmcnr A,:;
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC, at (910) 796-721 to detenninc
their requirements.
Page 1 of 2

"" •••" "" •^^ <�< cvo uauu S T WOOTEN-WILSON
f
Action 1D: 7-R tr OD // 3
Q] ooa
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army pennit 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.
Basis For Determination: Please be aware that this property contains non -jurisdictional isolated wetlands Please
contact the North Cnrnlina rl..,.�..... ,.r ur....... �.. _..... .. ............. .. _ _.
Remarks:
®ST Wooten Corn 3801 Black Creek Road Wilson NC 27894
Corps Regulatory Official: _�-------
Date 11/21/2005 Expiration Date 11/2112010
FOR OFFICE USE ONLY:
• A plat or sketch of the property and the wetland data form must be attached to the file copy of this form.
• A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be
transmitted with the property owner/agent copy of this form.
• If the property, contains isolated wetlands/waters, please indicate in "Remarks" section and attach the
"Isolated Determination Information Sheet" to the file copy of this form.
Page 2 of 2

Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
Corporations
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Date: 12/21 /2005
Click here to:
View Document Filings I Annual Report Count I
Print apre-populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
NC S. T. Wooten Legal
Corporation
NC S. T. Wooten Prev Legal
Construction Co., Inc.
Business Corporation Information
SOSID:
0164800
FID:
56-0669182
Status:
Current -Active
Date Formed:
3/19/1956
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address
Principal Mailing Address:
Stock
Wooten Jr, Seth T
3801 Black Creek Road
Wilson NC 27893
PO Box 2408
Wilson NC 27894
3801 Black Creek Rd SE
Wilson NC 27893-9568
3801 Black Creek Rd SE
Wilson NC 27893-9568
Class Shares
COMMON 50000
PREFERRED 450000
No Par Value Par Value
0
0
For questions or comments about the North Carolina Secretary or State's web site, please send e-mail to Webmaster.
littp://www.secretary.state.ne.us/Corporations/Corp.aspx?Pitemld=4857109 12/21 /2005

CD-479 (42) Business Corporation
9.19=03 North Carolina Annual Report
Name of Corporation: S.T. WOOTEN CORPORATION
SOS I D: 0164800
Date Filed: 8/29/2005 8:46:00 AM
usew Elaine F. Marshall
con = North Carolina Secretary of State
Annual 2005 241 01073
State of Incorporation: NC Fiscal Year Ending: 12 31 04
Month / Day I Year
Secretary of Slate Corp. ID Number: 0164800 Federal Employer ID Number: 5 6— 0 6 6 9182
If this is the Initial annual report filing, you must complete the entire form. If your business corporation's
Information has not changed since the previous report, check the box and complete Line 7 only.
1. Registered agent & registered office street address: (Must be a North Carolina Address)
Name: SETH T . WOOTEN, JR
Street Address: 3801 BLACK CREEK ROAD
City. state, zip Code: WILSON NC 27893
county: WILSON
2. Mailing address if different from street address:
Mailing Address: P O BOX 2408
city. state, zip code: WILSON
3. If registered agent changed, signature of new agent:
NC 27894-2408
(signature constitutes consent to the appointment)
4. Enter principal office address here and telephone number here:
Street Address: 3801 BLACK CREEK ROAD
City, Slate. zip Code: WILSON NC 27893 Telephone: [phone]
S. Briefly describe the nature of business: CONSTRUCTION, HIGHWAY & SITE PREPARATION
6. Enter name, title, and business address of principal officers here:
Complete Form CD-479A to list additional principal officers
Name: SETH T. WOOTEN, JR. Tine: PRESIDENT
Address: 4940 SCOTCH HIGHLANDS LN.
City: WILSON State: NC zip: 27896
Name: NANCY W. HAMMOCK Tide: VICE PRESIDENT
Address: 3001 FARMINGTON PLACE
City: WILSON state: NC zip: 27896
Name: KEITH H. MERRICK Title: VICE PRESIDENT
Address: 1213 WAVERLY ROAD
City: WILSON State: NC zip: 27896
7. Certification of annual report (Must be Completed by all corporations).
(Forth must be signed by an officer of corporation)
Type or Print Name
s.:
Yt~" `� .max/✓..

1
CD-479AX42), Attachment for Additional Place this tom directly
7•61 Principal Officers beNnd Form C0479.
tiameot Corporation: S.T. WOOTEN CORPORATION FEIN: 56-0669182
Name:
GEORGE R. STRICKLAND
Title:
VICE
PRESIDENT
Address:
P.O. BOX 305
City:
PINE LEVEL
state:
NC
zip: 27568
sa .
Name:
WILLIAM A. CAMPBELLr SR
Tide:
ECRETARY
Address:
2115 DAYTON DRIVE
City:
WILSON
state:
NC
zip: 27893
Assr.
Name:
RICHARD E. VICK
Tide:
SECRETARY
Address:
7451 WOODBRIDGE ROAD
City:
STANTONSBURG
State:
NC
zip: 27883
SST.
Name:
DOUGLAS W. GODWIN
Tide:
SECRETARY
Address:
3348 NC 91 HWY.
City:
WILSON
state:
NC
zip: 27893
Name:
GEORGE H. REAVES
Tide:
VICE
PRESIDENT
Address:
510 GLENWOOD AVE. APT 404
City:
RALEIGH
state:
NC
zip: 27603
Name:
BRIAN GURGANUS
Tide:
VICE
PRESIDENT
Address:
102 WINDSWEPT LANE
City:
CARY
state:
NC
zip: 27511
Name:
GREGORY N. NELSON
Tide:
VICE
PRESIDENT
Address:
155 BENNETT PLACE
City:
CLAYTON
State:
NC
zip: 27520
Name:
JONATHAN K. BIVENS
Tide:
VICE PRESIDENT
Address:
333 S. MAIN STREET
City:
WAKE FOREST
State:
NC zip: 27587
Name:
FRANCES S. WOOTEN
Tide:
DIRECTOR
Address:
3001 FARMINGTON PLACE
City:
WILSON
State:
NC zip: 27896
Name: Tide:
Address:
City: State: ZIP:
Name: Tide:
Address:
City: State: Zip:
Name: Title:
Address:
City: State: Zip:
Name: Tide:
Address:
City: Stale: Zip:
Name: Tide:
Address:
City: Stale: Zip:

Topozone - The Web's Topographic Map
"4-0
Page 1 of 1
�cd
0 0.3 0.6 0.9 1.2 1.5 km
0 0.1 0.2 0.3 0.4 0.5 mi
Map center is 340 17' 40"N, 770 58' 58"W (WG584/NAD83)
Castle Hayne quadrangle
Projection is UTM Zone 18 NAD83 Datum
M=-8.952
G=-1.682
w
0.Y
http://www. topozone. com/print. asp?z=18& n=3 798832.90211156&e=225455.35512693 7... 12/21 /2005

12/21/05 11:30 FAX [phone] WITHERS & RAVENEL
1D•91e7999958
■ pCT-12-05 N7.a9 FROM=SANS WIL14INGTON
[a 005/011
PAGE 1/7
I
§T. Wooten Corporation
Post Office Box 7408
wilson,Noy&Carolina 27894
Attention: Mr. Richard Bowan ; �
Reference: Double Ring Itfiltrometer Testing
S.T. Wooten AsphaltPlant
Sutton Lake Road
Wilmington, North Carolina
job No_ 1063-05-536
Dear lvlr. Bowen:
DEC 2 � Z005
In accordaucc with S&ME Proposal 968-05 dated Sgn=ber 19, 2005, S&ME pecsotulel have
recently conducted doublo-ring inffitrometer testing of the strtficial soils at the subject site at the
approximate locations shown in Fpure I. Specifically, our reprssea adves Pedormsd the following
work items on September 5 and October 4, 2005.
1. Advmcmd seyen band -angered borings across 'he site in order to visually
classify the inplace soils. The hue and cbanala of the recovered soil samples
were Compared to a Mansell Soil Color Chart.
2 Conducted four double-riag mfi trometer tests at depths tan9mg from 6 to 24
inches below the mating ground surface. This Ong was conducted in
general acoor&noo with American Society for Testing and MamtiaLs (AS PIS
procedure D-3385 entitled, "Infilltarton Ram of Soils in Field Using Double -
Ring Inffiuometee
Based on our field classifications of the excavated soils at the hand-augered boring locations, the iD-
plarz soils consist of sands with varying amounts of silt or clay which extended to the miudmuml
completed boring depth of 96 inches below the existing gtormd srnfwe- Water was encountered m
six of the seven boreholes at depths ranging from 15 to 94 inches below the Oristing 9rOmmd smfh'
no water was enconnt aed at HA-2. The site water level wM fl=bmte with climatic and seasonal
conditions, however, and may be higher or lower at other times of the year.
S&ME, Im
Adw Ammfdam way, t'l aid as
wlm481on, Nwh Cerarma MOS
+ j 19101799-99d5

12/21/05 11:04 FAX [phone] WITHERS & RAVENEL
FROM=S6NE v ILNINOTON ID•EI107999968
oCT=1z-e6 e7.06
1
S.T. Wooten Corporation
S&W Job Number 1063-05-536
Z 006/011
PAGE 2/7
October 11, 2005
Page Two
The average infiltration rare at the test locations ranged from 68.6 to 144.7 inches per hour. A
sumrnaty of the field test results is Presented in Tables 1 and 2
S&ME appreciarrs the opportunity to provide our services during this phase, of the prgeeL Should
you have any goestionrvaftet reviewing this letter. or if we can be of additional assistance;, please do
not hesitate to contact us at your coavemeum
Sincerely, _
S&ME, INC.
C. Richard Connell,ll '
Senior Engineering Technician `
G'� .
Randy Martin, P E.
Branch Manager
CRC:FAKfftC& P5
atieclvocats
Paul A Masten
E,nvitonmeniai Professional
Fax Withal & Itavenel, Mr. Merk,-Hargove (910 256-2594)
's

12/21/05 11:34 FAX [phone] WITHERS & RAVENEL_
OCT-12-05 07.0? FROM=9&"F WILMINOTON Io.elevssesse
f1 007/011
PACE 3/7
TABLE 1
Hand Auger Borings and Mutrsell Soil Descriptions
.ST Wooten Asphalt Plant Site
Sutton Lake Road
Vrdwington, North Carolina
,%&M jobNlunber 1063-05 536
Depth
Locati ¢n&ms�
Hue
Value/Chroma
&OesdR om
HA-1 0-10
5 YR
= 7/1
Light Gray Medium to Fine SAND
10-18
7.5 YR
414
Brown Medium to Fme SAND
15-30
2 5 YR
6/4 .
Weak Red Slightly Silty Medium to Fine SAND
Water was encountered at 30 inches below the existing ground surface.
HA-2 0-19
5 YR =;
7/1
Light Gray Medium to Fine SAND
Yellow Slighfly Clayey Medium to Fine SAND
18-54
54-84
2.5 Y
2:5 Y
7/8
6/8
Olive Yellow S1lgi Y Clayey Medium to Fine SAND
84-96
2.5 Y
7/6
Yellow S19ghtly Clayey Medium to Fine SAND
Water was encountered at 96 inches below the
existing ground surface.
i
HA-3 0-6
2.5 Y
4/1
Dark Gray Medium to Fine SAND
6-40
5 YR
7/1
Light Gray Medium to Fine SAND
40-46
7.5 YR
3/3
Dark Brown Slightly Silty Medium to Fine SAND
445-48
2.5 Y
2.5/1
Black Slightly Silty Medium to Fine SAND
Water was encountered at 48 mcbes
below the existing ground surfaee.
HA-4 0-5
i
2.5 Y
4/1
Dark Gray Medhnn to Fine SAND
5-37
5 YR
+
711
Light Gray Medium to Fine SAND
Dark Brown Slightly Silty Mediumto Fine SAND
37-44
44-48
7.5 YR
2.5 Y
3/3
2.511
Black Slightly Silty Mediumto Fine SAND
Water was encountered at 48 inches below the eadsting ground surface.

12/21/05 11:34 FAX [phone] WITHERS & RAVENEL _ 0 008/011
FACE 4/7
OCTa12-0S 07.07 FROM.9&ME WILMINGTON
r Dr 8107999968
TABLE 1- Continued
Job Number 1063-05-536
Page Two
Depth
Location Inches
Hue
Ya1ue/—Q12ma
ycoil Description
HA-5 0-3
2.5 Y
4/1
Dark Cmy Medium to Fine SAND
3-20
5 YR
7/1
Light Gray Medium to Fine SAND
Olive Yellow Slightly Clayey Medium to Fine SAND
20-40
40-96
2.5 Y
2.5 Y
! 08
7/6
Yellow Slightly Clayey Medium to Fine SAND
Water was encountered at 94 inches below the odsting gtrnmd surface-
HA-6 0-8
5 YR
7/1
Light Oray Medium to Fine SAND
5-30
7.5 YR
4/4
6/8
Brown Medium to Fine SAND
Olive Yellow Slightly Clayey Medium to Fine SAND
30.40
40-42
2.5 Y
2.5 Y
616
Olive Yellow Slightly Clayey Medium to Fine SAND
Water was encountered at 42 inches below the existing ground surface-
HA-7 0-3
2.5 Y
411
Dark Gray Medium to Fine SAND,'
3-15
5 YR
7/1
Light Gray Medium to Fine SAND
r
Water was encountered at 15 inches below the existing ground "dace -
According to the "Soil Survey of New Hanover County". the mess wherein HA-1 through HA-0 were
performed consist of the Kuueb and Lakeland soil series. As roPort dtin the
han feett" Survey the of New
Hanover County , the seasonal high ♦voter table for those series is greatcr
ng
ground surface.
'Ihe area wherein HA-7 was pedottged consists of the Leon soil series. As reported in the "Soil Survey
of New Hanover County", the seasonal high water table for this series is less than 0.1.0 foot below the
ground surface.
I

12/21/05 11:34 FAX [phone] WITHERS & RAVENEL _ 009/011
OCx+12-06 07.07 FR0M=S6ME viLMINGxON
ID.8107898850 PAGE ,5/7
I
TABLE 2
Double Ring infiltromew Testing
ST Wooten Asphalt Plant Sits
Sutton Lake Road
Wilraington, North Carolina
S&mE Job Number 1063-05-536
Location: 1
Date of Tut October 4, 2005
Depth of Test Below Site Grade: 10.lnchas Inner Diameter of Inner Ring: 113/• inches
Depth of Water in Rings:3'hinches> IrmtxDiameterofOuterRimmg 22%: inches
Depth to Water. 30"
Average InfiRmtion Rate at Location_ 1: 69.1 inches per bow
Mg, Water Table: > 6 feet below land surface'
Soil Series: Kueb*
Location: 3
Daze of Test September S. 2005
Depth of Test Below Site Grade. 12_inches inner Diameter of Inter Ringll%inches
Depth of Water in Rings: Na inches Irma Diameter of Outer Ring: 221h inches
Depth to Water. 48"
Average infiltration Rate at Location} 3: 144.7 inches per how
ffIgh Water Table: > 6 feet below lead surface*
Soil Series: Kureb*
Note: *As interpolated from the "Soil Survey ofNt w Hanover County" prepared by the United
States Department of Agiculture Soil Corsetvation Senrue

12/21/05 11:35 FAX 919 467 BOOB WITHERS & RAVENEL _ 2 010/O11
oCT+12-06 07.07 FROM.S&MS HILMiNOtON
rO.9r07999959 pAaB 6�7
1
TABLE 2 - Continued
Double Ring Iafil=meterTesting
ST Wooten Asphalt Plant Site
Sutton Lake Road
Wilmington, North CmvUw
S&bffi job Number 1063-05-536
Location: 5
Date of Test: October 4, 2005
Depth of Test Below Site Grade: 24�-nches' Inner Diameter of Inner Ring: 11'/4 inches
Depth of Water in Rings: 3l4 inches
Inner Diameter of Outer Ring: 22'% inches
Depth to Water. 94"
Average Infiltration Rate at Location 3: 1012 inches per hour
High Water Table: > 6 feet below land srface*
Soil Series Kureb`
I oca11on: 6
Date of Test: Septembor 5, 2005 '
Depth of Test Below Site Orede: 6 inches Inner Diarnew of Inner Ring:11% inches
Depth of Water in Rings' M inches lnaer Diameter of Outer Ring: 22'h inches
Depth to Water: 42"
Average lnfilOsuon Rate at Location 3. 69.6 inches per hour
High Water Table: > 6 feet below let e'ad surfac
Soil Series: Lakeland*
Note: *As interpolated from the "Soil Survey of New Hanover County" prepared by the United
States Department of Agriculture Soil Conservation Service
I
0

* * * COMMUNICATION RESULT REPORT ( DEC.21.2005 3:06PM ) * * *
P. 1
TTI NCDENR WIRO
FILE MODE
OPTION
ADDRESS (GROUP)
PAGE
-
-------------
----- -------------------------------------
788 MEMORY TX 9-19194676008 OK P. 3/3
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
I
State of North Carolina
Department of twig Natural Resources
Wilmington
i n Regional
Michael F. Easley, Governor
FAX COVER SHEET
Date:
12/21 /05
To:
Dale Werenko
Company:
Withers & Ravenel
FAX #:
[phone]
William G. Ross, Jr., Secretary
No. of Pages: 3 (Intl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
Project tN me: S'T Wootenct Number-, SWe 051137
Asphalt Plant
MESSAGE:
Dale,
ilis l bettma ledd for the to you subject project. The original will
A Request for Additional Information
be mailed to Mr. Vick, and a copy

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
Date:
12/21 /05
To:
Dale Werenko
Company:
Withers & Ravenel
FAX #:
(919) 467-600/
William G. Ross, Jr., Secretary
No. of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 051137
Project Name: ST Wooten Asphalt Plant
MESSAGE:
Dale,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Vick, and a copy will be mailed to you.
ENB\ptb: S:\WQS\STORMWATER\ADDINFO\2005\051137.dec05
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

ArF9
O
December 21, 2005
Mr. Richard E. Vick, Vice President
S.T. Wooten Corporation
3801 Black Creek Road
Wilson, NC 27894
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 051137
ST Wooten Asphalt Plant
New Hanover County
Dear Mr. Vick:
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a $tormwater Management Permit Application for ST
Wooten Asphalt Plant on November 23, 2005 for review on December 6, 2005. A preliminary
review of that information has determined that the application is not complete. The following
information i needed to continue the stormwater review:
bm (or Please provide a drainage area map delineating the drainage areas to Basin A
�and Basin B. A hand -marked copy of Sheet 5 will suffice.
(21-v kk 2. Please either delineate any wetlands on the plans or add a note that there are no
o wetlands on the site. If there are wetlands, please provide a copy of the
jurisdictional determination by the Corps of Engineers. �d G.sff 1
�3. Please correct the label to read Pond A on Sheet 3./
4. Please clarify the impervious area entries in Section 111.6, pages 2 and 5 of the
application to reflect the delineated drainage areas per Item #1 above. For
n I example, is column one for BMPA: Buildings, 0 sf; Streets, 16,940 sf; Asphalt
Site, 57,237 sf for total impervious area of 74,177 sf in the drainage area to Pond
A?
We have received a FAX of the supplement for Basin B and a copy of the soils report.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to December 30, 2005, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service1-877-623.6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.encstate.nc.us One
NorthCaroll/ina
An Equal OpportunitylAffirmanve Action Employer— 50% Recycled110% Post Consumer Paper Naturally ura l

Mr. Richard E. Vick, Vice President
December21, 2005
Stormwater Application No. SW8 051137
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].
Sincer ly,
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:\WQS\STORMWATER\ADDINFO\2005\051137.dec05
cc: Dale Werenko, P.E., Withers & Ravenel
Paul Bartlett

JV 12/21/05 11:32 FAX [phone] WITHERS & RAVENEL_
Z 001/O11
WITHERS &- RAVENEL
ENQINfi6RS- I PLANNERS I SURVEYOR13
-FAX TRANSMITTAL-
ZCio4
TO: Paul Bartlett FAX #: [phone]
FROM: Dale Werenko # of Sheets: 11 Including Cover
PHONE#: DATE: December 21, 2005
RE: Supplemental Information for S.T. Wooten Plant — New Hanover County
WR 205449.00
Information as requested.
SIN/VN'/I�r](,1- � B
11
S911(1 +.
111 MacKenan Drive Cary, North Carolina 27511 te1:919.469.3340 rax:919.238.2099 , .withersravenel.com

�,� ,-��-,Ua S R 1) v

Nov, 28. 2005 11:53AM
No.1840 P. 1
WITHERS & RAVENEL
ENGINEERS IPL NNERS ISURVEVORS
-FAX TIUNSMITTAL-
FROM: e-
JOB #: P-0 5 4 Lt. R . O C7
PROJECT NAME: 5 / iyo o �e w
ORIGINAL TO FOLLOW BY MAIL:
DATE: ,111,je c f-
# of Sheets: Z Including Cover
FAX #: 3 SO — Abo lf
❑ YES ❑ NO
5 U c� pr�es;��
N�V 2 g 2�05
7040 Wrightsville Avenue, Suite 101 Wilmington, North Carolina 28403 tel:[phone] fax:[phone] www.withorsrav0-e1.com
11l MacKcnan Drive Cary, North Carolina 27511 tel: [phone] fax: [phone]

Mov. 28. 2005' 11; 53AMAx 252 243 osoo S T WOOTEN-WILSON No, 1840 P. 2 IZ002
i�
M gUTES OF ANNUAL BOARD OF DIRECTORS MEETING
Of I
S. T. WOOTEN CORPORATION
f the Corporation was held in the
The annual meeting of the Board of Directors o
registered office of the corporation in Wilson, North Carolina, on the 15°i dap of April, ?005.
All of the Directors were present, namely: Frances S. Wooten, Seth T. Wooten, Jr.,
and Nancy W. Hammock.
edSeth T. Wooten, Jr. was elected Chairman of
Upon motion duly made and second ,
the meeting and Nancy W. Hammock was elected Secretary of the meeting.
The Chairman announced that a ,quorum of the Directors was present, and that the
meeting having been duly convened, was ready to proceed with its business.
seconded and nominations having been duly
Nominations having been duly made and site
closed, the £ollowing-named persons were elected to the office set pplifie their
namffirespective
es to hold office until their successors have been duly q
Seth T. Wooten, . Jr.
President
Executive Vice President and Secretary
senior Vice President, Treasurer
and Chief Financial Officer
Vice President
Vice President
Vice President
Vice President
Vice President
Vice President
Assistant Secretary
Controller and -Assistant -Secretary ....
Nancy W. Hammock
Keith H. Merrick
George R. Strickland
Richard E. Vick
GregoryN. Nelson
Jonathan K. Bivem
George H. Reaves
BrianF. Gurganus
William A. Campbell, Jr.
__.. Douglas W. GodviM— - --_._,.----
The Board then discussed the business of the Corporation conducted during the
preceding year, mcluding, but not limited to, charitable contributions made during the period.
e course
Auer deliberate consideration, the
dact o furtherance officers
the interests rrderestsp of Corporation
Corporation w .
and scope of their authority
approved, ratified and adopted.
otion
There being no further business to come
duly made and seconded, adjourned -
before the meeting, the same, upon m
4ONallcyl Hammock, Secretary

0
WITHERS RAVENEL
STORMWATER DESIGN
CALCULATIONS
ST WOOTEN ASPHALT PLANT
New Hanover County, North Carolina
Prepared For:
ST WOOTEN CORPORATION
3801 Black Creek Road
Wilson, NC 27894
Attn: Reade Dawson
Prepared By:
WITHERS & RAVENEL
111 MacKenan Drive
Cary, North Carolina 27511
November 2005
W&R Project No. 205449
:�
It,lnV 2 3 2005
S� e-
6 I tl
Hunter C. Freeman, PE

S.T. WOOTEN ASPHALT PLANT — DWQ REPORT
NEW HANOVER COUNTY, NORTH CAROLINA
INTRODUCTION
The purpose of this study is to document compliance with the NC Division of Water -Quality
policies, which requires projects to treat the first 1" of rainfall.
MEfHODOLOGV
The pond designs were conducted using the natural drainage features as depicted by the New
Hanover County aerial topographic information, field survey topography for the project area, I n
proposed development for the site, and New Hanover County soil maps. Two infiltration ponds Y/
are proposed to meet water quality requirements for the site. Both ponds are sized to treat the first
2" of runoff. There is a large potion of the site that drains into an excavation and mining pit. That
area is not covered by this report.
Impervious areas were calculated from the proposed plans. The attached worksheets show our
methodology for sizing the two ponds.
s r Wooten Asphalt Plant W&R Project #205449
DWQ Report I November 23, 2005

APPENDIX A
CALCULATION WORKSHEETS
ST Wooten Asphalt Plant W&R Project 1205449
DWQ Report November 23, 2005

Project Name: ST Wooten Asphalt Plant
City/State: New Hanover County, NC
STORMWATER BMP A -INFILTRATION BASIN
Land Use
Area %
(ac) Im rervious
Imp. Area
(ac)
O ten Space
0.56 0
0.00
Onsite Impervious
0.51 100
0.51
Totals
1.09 -
0.51
Total % Impervious Surface Area - 46.6
Project #: 205449
Date: 22-Nov-05
2-Inch Runoff Volume Calculation
Using the runoff volume calculations in the "Simple Method" as described by Schueler (1987)
Rv — 0.05 + 0.009(0 where, Rv — Runoff coefficient, in./in.
— Percent impervious
Rv — 0.47 in./in.
Total runoff volume from 2-inch precipitation:
Runoff volume, S — (Design rainfall) (Rv) (Drainage Area)
S = 0.066 acre•fl
3720 cu. ft.
Bottom Elevation—
17.50
Surface Area —
7130.00
Depth —
0.50
Side Slopes —
3:1
Storage volume provided —
3750
feet
sf
feet
cu.ft
ST Wooten Asphalt Plant WR Project #205449
0MP Sizing November 2005

Project Name: ST Wooten Asphalt Plant
City at : New Hanover County, NC
STORMWATER BMP B -INFILTRATION BASIN
LandUse
Area
(ac)
%
Impervious
Imp. Area
(ac)
Open ace
0.66
0
0.00
ImLIS
Onsite ro
0.37
100
0.37
Totals
1.03
-
0.37
Total % Impervious Surface Area = 35.9
Proj c� 205449
Dale: 22-Nov-05
1-Inch Runoff Volume Calculation
Using the runoff volume calculations in the "Simple Method" as described by Schueler (1987)
Rv — 0.05 + 0.009(0 where, Rv — Runoff coefficient, in./in.
I — Percent impervious
Rv — 0.37 in./in.
Total runoff volume from 2-inch precipitation:
Runoff volume, S — (Design rainfall) (Rv) (Drainage Area)
S = 0.064 acre-fl
2791 cu. ft.
Bottom Elevation=
17.50
Surface Area =
7274.00
Depth —
0.50
Side Slopes —
3:1
Storage volume provided —
3782
feet
sf
feel
ST Woolen Asphalt Plant WR Project 9205449
BMP Sizing November 2005

r
WITHERS &- RAVENEL
ENGINEERS I PLANNERS 1 SURVEYORS
logo Wrightsville Avenue, Suite ioi
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX [phone]
TO: Cameron Weaver
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
❑ Attached
❑ Prints
❑ Change order
LETTE' � F T'ANSMI I.,
DATE 11/23/05
JOB NO. 20
1 5449
ATTENTION Cameron Weaver
PHONE •
RE: ST Wooten Asphalt Plant
rfl
c
-I —F— DDnn \\ // ( - / 6
❑ Under separate cover via h-tll following items:
® Plans
❑ Diskette
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
2
Sets of plans for storm water permit
2
Copies of storm water calculations
2
One original and one copy of permit application
I
Application fee for $ 000.00 for express permitting
F:::�]
1
1
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Retumed for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
❑ Resubmit copies for approval
❑Submit copies for distribution
❑ Return _ corrected prints
COPYTO: File SIGNED: /// k-A)0
ifenc%sums ere not as noted, kindly notify us at once.

Re: ST Wooten Asphalt Plant
Subject: Re: ST Wooten Asphalt Plant
From: Cameron Weaver <[e-mail]>
Date: Fri, 28 Oct 2005 13:35:47 -0400
To: Mark Hargrove <[e-mail]>
CC: Paul Bartlett <[e-mail]>, Robert Gordon <[e-mail]>, Vincent
Lewis <[e-mail]>
Hi Mark.
My understanding from Vincent was that yes, he could squeeze in this visit along with
the others for Tuesday.
And yes, we have held the pre -application meeting for this project, so we don't have
to meet again, but you must touch base with me or Paul/Rob to get you scheduled for
review prior to sending it in.
Cameron
Mark Hargrove wrote:
Can the meeting we had a couple of weeks ago be considered the pre application
meeting for the project?
Also, I have left Vincent Lewis messages to see if he could add that project to
the list for this coming Tuesday for infiltration site visits. He called and left
me a message but did not tell me either way if he could or could not meet for this
project.
Thanks
Mark Hargrove, P.E. Withers & Ravenel Inc. 7040 Wrightsville Ave, Suite 101.
Wilmington, North Carolina 28403 tel: [phone] fax: [phone] direct:
919.535.5234
http://www.withersravenel.com <http://www.withersravenel.com/>
Cameron Weaver <Cameron.Weaver nncmail.nel>
One -Stop Permitting/ Express Permit Coordinator
NC DENR
Customer Service Center - WiRO
1 of 1 11/l/2005 8:06 AM

J
OFFICE USE ONLY
Date Received Fee Paid Permit Number
//- -oZV1 r olGs/a'lD Q
/ State of North Carolina
Department of Environmental and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
T his form may be photocopied for use as an original
1. GENERAL INFORMATION
Applicants name (specify the name of the corporation; individual, etc. who owns the project):
ST Wooten Corporation
2. Print
's name
3. Mailing Address for person listed in Item 2 above:
S.T. Wooten Corporation, 3801 Black Creek Road
City: Wilson
Telephone Number: [phone]
facility and
State: NC _ Zip: 27994
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on plans,.
specifications, letters, operation and maintenance agreements, etc.):
ST Wooten Asphalt Plant
5. Location of Project (street address):
Sutton Lake Road
City:. Wilmington County: New Hanover
6. Directions to project (from nearest major intersection):
From Wilmington take rte.421 North, turn left on Sutton Lake Road, project site is on the right.
7. Latitude: 34' 17' 40" N
L
ff.
Longitude: 77058' 58" W of project.
Contact person who can answer questions about the project::
Name: Dale Wcrenko PP 'Telephone Number: [phone]
PERMIT INFORMATION:
Specify whether project is (check one): _X_ New Renewal Modification
FormSWU-101 Version3.99 Page Iof5

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 dale (if known)
3. Specify the type of project (check one):
Low Density `C high Density _ Redevelop _ General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X 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
5.
6.
PROJECT INFORMATION
In the space provided below, summarize how slonnwaler will be treated. Also attach a detailed narrative
(one to two pages) describing stormwaler management for the project.
Stormwater will be treated in 2 infiltration basins. Basins are sized for the 2" rainfall event, and there is one
detention nond downstream of the infiltration basins.
Stormwater runoff from this project drains to the
Total Project Area: 32.44 acres.
Project Built Upon Area: 6.63 %.
How many drainage areas does the project have?
Cape Fear
River Basin.
Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach and additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area To BMPA
Drainage Area To BMPB
Receiving Stream Name
Lake Sutton
Lake Sutton Akm
Receiving Stream Class
�1FA C '
of
Drainage Area
L09 ac
1.03 ac
Existing Im tervious*Area
0.00 ac
0.00 ac
Proposed Im tervious* Area
0.51 ac
0.37 ac
% Impervious* Area Total
46.8 %
35.9 %
Impervious* Surface Area
Drainage Area To BMPA
Drainage Area To BMPB
On -Site Buildings
0 sf
1,568 sf
On -Site Streets
16,940 sf
14,634 sf
Asphalt Plant Site
5,207 sf
0 sf
Total: 22,147 (0.51 ac)
'Total 16,202 sf (0.37 ac)
*See Sheet 5
*impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
I -low was the off -site impervious area listed above derived? N/A
Form SWU-101 Version 3.99 Page 2 of 5

IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, out parcels, 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 Sate.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
bnpervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but not include
wood decking or the water surface of swimming pools.
3. Swa/es 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
nmdification prior to construction.
5. All permitted runofffrom the outparcels orfuture 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
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.
FormSWU-101 Version3.99 Page 3of5

1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• 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. AGENTAUTHORIZATION
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): Withers & Ravencl Inc.
Mailing Address: 11 I Mackenan Drive
City Cary State: NC
Phone: [phone]
Zip: 27511
Fax: (919) 4li7-6008
V1I1. APPLICANT'S CERTIFICATION
1, (print or type name ofperson listed in General Information, Item 2) XJc, rd G __
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 2I1.1000.
i
Signatur£ Date: ZD7S
Form SWU-101 Version 3.99 Page 4 of 5

/217 9/of- �,T8 - b-z �f. reV'.�. S
6. Additional Drainage Areas.
sio8 ()5-1 i37
Basin Information
Drainage Area To Mine*
Untreated Area
Receiving Stream Name
N/A
Lake Sutton
Receiving Stream Class
N/A
N/A
Drainage Area
12.32 ac
18.00 ac
Existing Im ervious*Area
0.00 ac
0.00 ac
Proposed Impervious* Area
1.15 ac
0.12 ac
% Impervious* Area Total
9.33 %
1 0.7 %
Impervious Surface Area
Drainage Area ,ro Mine*
Untreated Area
On -Site Buildings
0 sf
0 sf
On -Site Streets
0 sf
5,216 sf
Asphalt Plant Site
52,030 sf
0 sf
Total: 52,030 1.20 ac
Total 5,216 sf 0.07 ac
*Area draining into mine does not include area covered by
mining permit, and drainage basin has no oulfall.
Form SWU-101 Version 3.99 Page 5 of 5

S.T. Wooten Asphalt Plant Site Visit S
Subject: S.T. Wooten Asphalt Plant Site Visit
From: Linda Lewis <[e-mail]>
Date: Thu, 15 Sep 2005 16:47:08 -0400
To: Mark Hargrove <[e-mail]>
Mark:
Vincent is on vacation until September 28. The site visit cannot be performed until
after he gets back, probably in early October.
Linda yGj �1 yy� I
DAB
9/15/2005 6:09 PM

09/12/05 MON 12:07 FAX [phone] S T. WOOTEN_WI LSON Q 003
INFILTRATION SITE VISIT REQUEST
Name of the Project: S.T. Wooten Asphalt Plant
Location (attach a clear vicinity map): S ne ° da g SRnOumber, community, etc.
Directions from the nearest major intersection:
rrum mu -
e will be on the.right.
miles and turn left on Sutton Lake Road and the sit
Owner/Applicant Name: S T Wooten Corporation
Consultant Name: r5 a�
a� ►7anaroo -.2S16 9Z77 /nhu,emv� ;JLrsrau
Consultant Contact Information: Phone, fax, email, etc. 9ip - 3.5t' z584 - Ph .&Tr
#t #2 #3 #4 #5 #6 #7 #8
Existing ground elev. @basin/trench=
SHWT elev.=
SHWT plus 2' (max. bottom elev.)=
Date/Time of Soils Investigation :
Summary/Comments:
All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged. If these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation. If the proposed infiltration system will be located in an area of existing
pavement and there is no open area nearby, equipment capable of breaking through the impervious
layer must be provided; The soils investigation does not take the place of a soils report prepared by
an appropriate professional. The Soils Scientist will only verify the soil conditions that are reported in
the Sols Report, and make a des gnl requirements under NCAC 2Hn1000, and assumes liabilitynotshould he systemffaiation

09/1.2/05, MON 12:06,17AX 252 243 0900
P. O. Box 2408
Wilson, NC 27894
Phone: [phone]
Fax: [phone]
RG;Naow
To: Linda Lewis
S T WOOTBN.-WILSON
S.
T. WOOTEN
CORPORATION
�(A)00 IfI�7
From: Reade Dawson
Fax: [phone] Date: September 12. 2005
Phone:
Pages: 3
Re: Infiltration Site Visit Request CC:
XXX Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle
Call me if you need any additional information. Please schedule as soon as possible.
Thanks,
Reade Dawson
IjD001

09/12/05 MON 12:07 FAX [phone] S T WOOTFN-WiLSON 0 002
N
W
s gW
ff
°v O
'3
IT
1
VICINITY MAP
(N. T. S.)
S.T. WOOTEN CORPORATION
INFILTRATION SITE VISIT REQUEST
SEPTEMBER 9, 2005

Ott/ 1Z/ub MUM 12:U! PAA ea[ Z4J UbUU ,•����=•-„�.��•
INFILTRATION SITE VISIT REQUEST
Name of the Project: S.T. Wooten Asphalt Plant
Location (attach a clear vicinity map): Sutton Lake Road
Street address, SR number, community, etc.
Directions from the nearest major intersection:
Owner/Applicant Name: S.T. Wooten Corporation Consultant Name: ); LLt5 9604 a&- 1\pp
0c,1`1 410 - ZS 9Z71,VeA)e.
J�. /nF
Consultant Contact Information: Phone, tax, email, etc. 9rp - a5& z584 -yak
Existing ground elev. @basin/trench=
SHWT elev.=
SHWT plus 2' (max. bottom elev.)=
Date/Time of Soils Investigation :
Summarv/Comments:
veVA,1, Aevsi4k
,&Y
#1 #2 #3 #4 #5 #6 #7 #8
304 q 0' 65
f Z ✓
,-;'.;�5 Z
All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged. If these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation. If the proposed infiltration system will be located in an area of existing
pavement and there is no open area nearby, equipment capable of breaking through the impervious
layer must be provided. The soils investigation does not take the place of a soils report prepared by
an appropriate professional. The Soils Scientist will only verify the soil conditions that are reported in
the Sols Report, and maka determiation as to the des gnl requirements underNCAC 2Hn1000, and assumes nlottliability should he systemfail.

U.-I/IL/UO 111111V IL. UI 1'AA L.IL 440 UDVU .1 1 "I'll 11.11-1. 1...... .ry. .. ..r
� T WnnTEN CORPORATION
INFILTRATION SITE VISIT REQUEST
SEPTEMBER 91 2005

VJ/ � u ,IviLL vV 1l.� �uu L`u u.rvu
� • Y
P. O. Box 2408
Wilson, NC 27894
Phone: [phone]
Fax: [phone]
RMMMMPROW
To: Linda Lewis
S.
T.
WOOTEN
CORPORATION
From: Reade Dawson
Fax: [phone] Date: September 12, 2005
Phone: Pages: 3
Re: Infiltration Site Visit Request CC:
XXX Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle
Call me if you need any additional information. Please schedule as soon as possible.
Thanks,
Reade Dawson.