SW8130501_HISTORICAL FILE_20130530

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 13 0 5 01
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
NHISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2013 05 30
YYYYMMDD

r�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John E. Skvarla, III
Governor Director Secretary
May 30, 2013
Mr. Henry D. Butts., Jr., Vice President
S.T. Wooten Corporation
PO Box 2408
Wilson, NC 27893
Subject: State Stormwater Management Permit No. SW8130501
Burton Industrial Park — Concrete Plant for S.T. Wooten Corporation
High Density Commercial Wet Detention Pond Project
Onslow County
Dear Mr. Butts:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for the Burton Industrial Park — Concrete Plant for S.T. Wooten Corporation on May
29, 2013. 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 and
Session Law 2008-211. We are forwarding Permit No. SW8 130501 dated May 30, 2013, for
the construction, operation and maintenance of the BMP's and built -upon areas associated with
the subject project.
This permit shall be effective from the date of issuance until May 30, 2021, and shall be subject
to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s),
recordation of deed restrictions, procedures for changes of ownership, transferring the permit,
and renewing the permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system, to record deed restrictions, to transfer the
permit, or to renew the permit, 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 by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150B of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
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
Christine Nelson, at [phone].
Sincerely, (�
Charles akild, P.E., Director
Division of Water Quality
GDS/ can: S:\WQS\Stormwater\Permits & Projects\130501\130501 HD\2013 05 permit 130201
cc: Ryan Fisher, Withers & Ravenel
Onslow County Building Inspections
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] DENR Assistance: 1-877.6238148 NorthCarolina
Internet www.ncwaterquality.org Naturally
An Equal Opportunity l Alarmative Acton Employer (/y ` llsLs

State Stormwater Management Systems
Permit No. SW8 130501
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
S.T. Wooten Corporation
Burton Industrial Park — Concrete Plant for S.T. Wooten Corporation
Burton Park Boulevard, Jacksonville, Onslow County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively
referred to as the "stormwater rules') 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 May 30, 2021, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.9 of this permit. The stormwater controls labeled BMP 1 and
BMP 2 have been designed to handle the runoff from 197,065 and 65,340 square feet
of built -upon area, respectively.
3. A 50' wide vegetative buffer must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters.
4. A vegetated filter strip is not required for this pond as it has been designed for a 90%
total suspended solids removal efficiency.
5. The level spreaders shown on the plans are not required for 90% ponds by the
stormwater rules and have not been demonstrated to meet the State Stormwater BMP
design requirements and therefore are not considered a part of the approved state
stormwater treatment system. These additional measures are incorporated only by
reference and are not enforceable parts of the permit.
6. The tract will be limited to the amount of built -upon area indicated in this permit, and
per approved plans. The built -upon area for the future development within the
drainage areas of BMP 1 and 2 is limited to 7,877 and 3,414 square feet, respectively.
Paqe 2 of 7

State Stormwater Management Systems
Permit No. SW8 130501
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.
8. The runoff from all built -upon area within the permitted drainage area(s) of this project
must be directed into the permitted stormwater control system.
9. The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
Design Criteria
BMP 1
BMP 2
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
5.06
220,414
0
1.7
74,052
0
b.Total Impervious Surfaces, ft :
Onsite, ft2:
Offsite ft2:
197,065
197,065
0
65,340
65,340
0
d. Design Storm, in:
1.5
1.5
e. Average Design Depth, ft:
5.0
3.0
f. TSS removal efficiency:
90%
90%
g. Permanent Pool Elev., FMSL:
36.5
40.0
h. Perm. Pool Surface Area, :
14,224
8,696
i. Permitted Storage Volume, ft:
57
9,583
. Temporary Storage Elev., FMSL:
41.0
k. Pre-dev.1- r, 24-hr dischar a rate, cfs:4
0.45
I. Controllin Orifice, (P Inches:
j38.0
1.5
m. Orifice flow rate cfs:
1
0.03
n. Permitted Foreba Volume, ft:
75
4,394
o. Max. Fountain HP:
n/a
p. Receiving Stream/River Basin
New River / White Oak
q. Stream Index Number
19- 1
r. Classification of Water Body
C NSW
II. SCHEDULE OF COMPLIANCE
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 signed
and approved Operation and Maintenance Agreement must be followed in its entirety
and maintenance must occur at the scheduled intervals.
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.
Paqe 3 of 7

State Stormwater Management Systems
Permit No. SW8 130501
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 BMP 1 is 1/6 horsepower. A
fountain is not permitted in BMP 2 as the permanent pool volume is less than
30,000 ft3.
6. 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.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has
been installed in accordance with this permit, the approved plans and specifications,
and other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification. A modification may be required for
those deviations.
8. 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 for inspection and maintenance shall be maintained
via appropriate recorded 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. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, 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.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. Prior to the construction of any permitted future areas shown on the approved plans,
the permittee shall submit final site layout and grading plans to the Division for
approval.
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.
Pape 4 of 7

State Stormwater Management Systems
Permit No. SW8 130501
13. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of the approved plans and specifications
shall be maintained on file by the Permittee at all times.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a name
change of the permittee or of the project, or a mailing address change, the permittee
must submit a completed and signed Name/Ownership Change Form to the Division
of Water Quality, accompanied by the supporting documentation as listed on the form.
The approval of this request will be considered on its merits and may or may not be
approved.
2. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request. Neither the sale of the project in whole
or in part, nor the conveyance of common area to a third party constitutes an
approved transfer of the stormwater permit.
3. Any individual or entity found to be in noncompliance with the provisions of this
storrmwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in G.S. 143 Article 21.
4. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, the Permittee shall take
immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit remains in force and effect until modified, revoked, terminated or renewed.
The permit may be modified, revoked and reissued or terminated for cause. The filing
of a request for a permit modification, revocation and re -issuance or termination does
not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit issued this the 30th day of May, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quali{yr V� v
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 130501
Burton Industrial Park — Concrete Plant for S.T. Wooten Corporation
Stormwater Permit No. SW8 130501
Onslow 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 specifications:
Signature
Registration Number
Date
SEAL
Pape 6 of 7

State Stormwater Management Systems
Permit No. SW8 130501
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount
of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet 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 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 and located 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.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
Paqe 7 of 7

Nelson, Christine
From:
Fisher, Ryan [[e-mail]]
Sent:
Tuesday, May 28, 2013 1:17 PM
To:
Nelson, Christine
Cc:
Butch Lawter; Werenko, Dale; Diaz, Jennifer
Subject:
ST Wooten - Burton Park Recorded Deed
Attachments:
DB3992PG971—Recorded Deed.pdf
Christine —
Attached is the recorded deed of the Burton Park property that S.T. Wooten acquired on 5/23/2013. This should be the
last document needed for the issuance of the final stormwater permit to S.T. Wooten.
If you have any questions, let me know.
Thank you,
Ryan Fisher, PE
WITHERS L'KRAVENEL
115 MacKenan Drive I Cary, NC 27511
Phone: [phone] Fax: [phone]
Direct: 919,535.5175
rtsherno withersravenel.com
www.withersravenel.com
NOTICE OF CONFIDENTIALITY AND NONDISCLOSURE: This electronic message, which includes any attachments and other
documents referred to herein, contains information from Withers & Ravenel, Inc. that may be proprietary or confidential. The
Information is intended for the use of the addressees) only. If you are not the addressee, note that any disclosure, copying,
printing, distribution, or use of the contents of this message is prohibited. If you received this message in error, please advise the
sender by reply and delete this electronic message and any attachments.
COPYRIGHT NOTICE: Copyright 2012 Withers & Ravenel, Inc. All Rights Reserved by Withers & Ravenel, Inc. This electronic
message, any attachments thereto and all documents referred to therein are provided for the recipient's information only, and no
rights are licensed, transferred or otherwise granted by the transmission of this electronic message by Withers & Ravenel, Inc. or
receipt of this message by the recipient or any other parry.

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Nelson, Christine
From: Butch Lawter [[e-mail]]
Sent: Tuesday, May 21, 2013 7:57 AM
To: Dale Werenko; Ryan Fisher; Jeff Radack; Nelson, Christine
Subject: Fwd: Burton Ind. recorded plat
Attachments: Burton Recorded Plat.PDF; ATT00001.htm
Sent from my iPhone
Begin forwarded message:
From: "Chad Pomeroy" <chad a,Bartlettena.com>
To: "Butch Lawter" <Butch ,stwcorp.com>
Cc: "Tony Bartlett" <tonyb2Bartlelteny.com>
Subject: Burton Ind. recorded plat
Butch,
I've attached a pdf of the recorded plat for Burton Industrial Park.
Thanks,
Chad E. Pomeroy, PLS, CFS
Survey Manager
Bartlett Engineering & Surveying, PC
1906 Nash Street North
Wilson, North Carolina 27893-1726
Office 252 • 399 •0704
Nextel 150*26* 10933
www.bartlett.us.com
Fax 252 • 399. 0804
Cell 252 •205 • 1172
maiIto:chadna bartletteng.com<blocked::blocked:: maiIto:chad(a�,bartletteng.com>

MEMORY TRANSMISSION REPORT
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FILE NO. 013
DATE 05.20 15:40
TO :n 919194676008
DOCUMENT PAGES 2
START TIME 05.20 15:40
END TIME 05.20 15:41
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TIME :05-20-2013 15:41
FAX NO.1
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Department of Environment and Natural Resources
Wilmington Regional Office
PaiMcCrory, Governor FAX COVER SHIFT John ESkvarJaIII, Secretary
Date:� - TO ��� No. Pages (excl. cover): /
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127 Cardinal Drive Extension, Wilmington, NC 28405 e [phone] o An Equal Opportunity Affirmative Action Employer

MEMORY TRANSMISSION REPORT
TIME :05-20-2013 15:40
FAX NO.1
NAME
FILE NO. 012
DATE 05.20 15:39
TO :n 912522430901
DOCUMENT PAGES 2
START TIME 05.20 15:39
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PalAIcCrory, Governor
Date:
To:
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Re:
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
FAX COVET: SHEET John EShvarlaIII, Secretary
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127 Cardinal Drive Extension, Wilmington, NC 28405 o [phone] o An Equal Opportunity Affirmative Action Employer

4
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Pat McCrory Charles Wakild, P. E.
Governor Director
May 16, 2013
Mr. Henry D. Butts., Jr., Vice President
S.T. Wooten Corporation
PO Box 2408
Wilson, NC 27893
Natural Resources
John E. Skvarla, III
Secretary
Subject: DRAFT State Stormwater Management Permit No. SW8130501
Burton Industrial Park — Concrete Plant for S.T. Wooten Corporation
Onslow County
Dear Mr. Butts:
On May 16, 2013, The Division of Water Quality (DWQ), Wilmington Regional Office (WIRO),
received your permit application package. DWQ (WIRO) has determined that the proposed
stormwater system for the Burton Industrial Park — Concrete Plant for S.T. Wooten Corporation
will comply with the Stormwater Regulations set forth in Title 15A NCAC 21-1.1000 and Session
Law 2008-211. A draft permit has been prepared based on this review. However, as stated in
the April 29, 2013 and May 14, 2013 email correspondence, the final permit can only be issued
when the recorded deeds has been submitted to WIRO documenting that S.T. Wooten
Corporation is now the owner of the property. Once the recorded deed has been submitted, the
permit will be finalized and issued to your company, S.T. Wooten Corporation.
If you have any questions, or need additional information concerning this matter, please contact
Christine Nelson, at [phone].
Sin erely,
9" Charles Wakild, P.E., Director
Division of Water Quality
GDSI can: S:\WQS\Stormwater\Permits & Projects\130501\130501 HD\2013 05 permit letter 130201
cc: Ryan Fisher, Withers & Ravenel
Jeff Hudson, County Manager, Onslow County
Onslow County Building Inspections
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: 910,350-20041 DENR Assistance: 1-877-623-6748
Internet: w .ncvvalerquality.org
An Equal Opportunity 1 Affirmative Action Employer
None Carolina
Naturally

r
WITHERS r- RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
115 MacKenan Drive
CARY, NORTH CAROLINA, 27511
[phone]
FAX [phone]
TO: NCDENR
127 Cardinal Dr. Extension
Wilmington, NC 28405
DATE 5/15/2013
1 JOB NO. 2120335.10
ATTENTION Christine Nelson
PHONE # [phone]
RE: S.T. Wooten Corporation
Burton Park Concrete Plant
WE ARE SENDING YOU ® Attached via the following items:
❑ Shop Drawings ❑ Prints ® Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change order ❑ Diskette ❑
COPIES
DATE
NO.
DESCRIPTION
1
5/15/13
2
Construction Drawings with Revised Sheet 8
R-if3
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS: Christine,
The Dlans have been revised Der vour comment to add the trashrack to the outlet structure.
Please let us know if you have any questions.
Thank vou.
❑ Resubmit
❑ Submit
❑ Return
COPY TO: Butch Lawter, PE; W&R File SIGNED:
PE
copies for approval
copies for distribution
corrected prints
lfenclosures are not as noted, kindly notify as at once.

Nelson, Christine
From:
Nelson, Christine
Sent:
Wednesday, May 15, 2013 11:51 AM
To:
'Butch Lawter'
Subject:
RE: ST Wooten - request for info
Butch,
I would ask this question to your consultants. I'm not aware of an outlet like the proposed structure this in this region.
The difference may be that they are attempting to provide the emergency overflow at this same device instead of at a
separate spot along the berm wall. I have reviewed plans for other outlets designs that also use a weir instead of the
traditional outlet device. I know a few of these were proposed at Camp Lejeune but I don't recall which projects those
were. If I come up with an example, I will let you know. In the meantime, here is one example that I could find online
that is pretty close to those designs (the second photo on the link):
http://www.udfcd.org/downloads/pdf/fhn/fhn2002/­mainteligO2.htm
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Butch Lawter [mailto:[e-mail]]
Sent: Wednesday, May 15, 2013 11:17 AM
To: Nelson, Christine
Subject: RE: ST Wooten - request for info
Having not seen a trash rack used in this application, can you tell me where some are so that I can go take a look at
them?
R. S. (Butch) Lawter, Jr.
Senior Engineer
S.T. Wooten Corporation
919-218-2834 (m) 252-291-5165 (o) 252-243-0901 (fax)
Mailing Address Street Address
P.O. Box 2408 3801 Black Creek Road
Wilson, NC 27894-2408 Wilson, NC 27893
The information In this email and in any attachments is confidential and maybe privileged. If you are not the intended recipient, please destroy this message, delete
any copies on your systems and notify the sender immediately. you should not retain, copy or use this email for any purpose, nor disclose all or any part of its content
to any other person.
From: Nelson, Christine[mailto:christine.nelsonCalncdenr.ciovl
Sent: Wednesday, May 15, 2013 11:01 AM
To: Fisher, Ryan

Nelson, Christine
From:
Nelson, Christine
Sent:
Wednesday, May 15, 2013 11:01 AM
To:
'Fisher, Ryan'
Cc:
Diaz, Jennifer; Werenko, Dale; [e-mail]; Russell, Janet
Subject:
RE: ST Wooten - request for info
Ryan,
My comment was to provide a trash rack over the entire outlet structure. Is there a reason you are not providing a trash
rack for the entire height of the weir?
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Fisher, Ryan fmailto:rfisherCalwithersravenel.com]
Sent: Wednesday, May 15, 2013 8:17 AM
To: Nelson, Christine
Cc: Diaz, Jennifer; Werenko, Dale; ButchCalstwcorp.com; Russell, Janet
Subject: RE: Sf Wooten - request for info
Christine —
Prior to making these changes and resubmitting, can you take a look at the attached sketches for each outlet device? I've
extended the trash rack 1' above the weir elevation and extended it to cover the entire length of the weir. Please confirm
that this is what you are looking for.
Thank you,
Ryan Fisher, PE
Withers & Ravenel
115 MacKenan Drive I Cary, NC 27511
Phone: [phone] Fax: [phone]
Direct: 919.535.5175
rfisher cDwithersravenel.com
From: Nelson, Christine rmailto:christine.nelson(a)ncdenr.cI
Sent: Tuesday, May 14, 2013 4:38 PM
To: Fisher, Ryan
Cc: Diaz, Jennifer; Werenko, Dale; ButchCulstwcorp.com; Russell, Janet
Subject: RE: Sf Wooton - request for info
Ryan,
There are just two comments on the documents provided on May 9th:
- The trash rack must be provided for the entire outlet device, not just the weir at the temporary pool. One purpose
of the trash rack is to prevent trash from littering downstream conveyances.
- Also, two sets of the revised plans need to be submitted. The package only contained one set.
Please try to provide the updated plan sheets by Friday.
Thanks,
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law

Nelson, Christine
From: Nelson, Christine
Sent: Tuesday, May 14, 2013 4:38 PM
To: 'Fisher, Ryan'
Cc: Diaz, Jennifer; Werenko, Dale; [e-mail]; Russell, Janet
Subject: RE: ST Wooton - request for info
Ryan,
There are just two comments on the documents provided on May 9th:
- The trash rack must be provided for the entire outlet device, not just the weir at the temporary pool. One purpose
of the trash rack is to prevent trash from littering downstream conveyances.
- Also, two sets of the revised plans need to be submitted. The package only contained one set.
Please try to provide the updated plan sheets by Friday.
Thanks,
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Fisher, Ryanfmailto:rrisher0withersravenel.com]
Sent: Tuesday, May 07, 2013 3:09 PM
To: Nelson, Christine
Cc: Diaz, Jennifer; Werenko, Dale; ButchOstwcoro.com; Russell, Janet
Subject: RE: ST Wooton - request for info
Christine —
We have made the revisions requested in your May 6, 2013 additional information request for the S.T. Wooten Concrete
Plant in Burton Industrial Park. I have attached our response letter, revised plans, revised application, and revised
calculations for your review. Hard copies will follow by FeclEx and should arrive tomorrow.
Let us know if you have any questions or need any additional information.
Thank you,
Ryan Fisher, PE
Withers & Ravenel
115 MacKenan Drive I Cary, NC 27511
Phone: [phone] Fax: [phone]
Direct: 919.535.5175
rfisherawithersravenel. com
From: Nelson, Christine fmailto:christine.nelson(o)ncdenr.gov]
Sent: Monday, May 06, 2013 4:33 PM
To: Diaz, Jennifer; Fisher, Ryan; Werenko, Dale; Butch(o)stwcoro.com
Cc: Russell, Janet
Subject: ST Wooton - request for info
All,
I have attached a pdf of the request for additional information for the ST Wooten project in the Burton Industrial Park
(SW8 130501). Please let me know if you have any questions.
Christine

Nelson, Christine
From:
Nelson, Christine
Sent:
Tuesday, May 14, 2013 3:15 PM
To:
'Fisher, Ryan'
Cc:
Werenko, Dale; Diaz, Jennifer; Butch Lawler; Scott, Georgette
Subject:
RE: S.T. Wooten Purchase Agreement/Resolution - Burton Park
Ryan,
After speaking to Georgette about this resolution, it was determined that the permit may only be issued to the ST
Wooten Corporation once the deed has been transferred.
I have just started going through the information provided on May 9th. If everything looks good, a letter will be issued
acknowledging a complete project but will require the final deed to be submitted in order to issue the permit.
Christine
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Fisher, Ryan[mailto:rfisher0withersravenel.com]
Sent: Wednesday, May 08, 2013 3:35 PM
To: Nelson, Christine
Cc: Werenko, Dale; Diaz, Jennifer; Butch Lawter
Subject: S.T. Wooten Purchase Agreement/Resolution -
Christine —
Burton Park
I have attached the executed resolution for S.T. Wooten to purchase the concrete plant property in Burton Industrial Park
from Onslow County. Please confirm that this document meets the requirements to issue the stormwater permit to S.T.
Wooten, once approved.
Thank you,
Ryan Fisher, PE
WITHERS SrRAVENEL
115 MacKenan Drive I Cary, NC 27511
Phone: [phone] Fax: [phone]
Direct: 919.535.5176
rfisher(d)withersravenel.com
www.withersravenel.com
NOTICE OF CONFIDENTIALITY AND NONDISCLOSURE: This electronic message, which includes any attachments and other
documents referred to herein, contains information from Withers 8 Ravenel, Inc. that may be proprietary or confidential. The
information is Intended for the use of the addressee(s) only. If you are not the addressee, note that any disclosure, copying,
printing, distribution, or use of the contents of this message is prohibited. If you received this message in error, please advise the
sender by reply and delete this electronic message and any attachments.
COPYRIGHT NOTICE: Copyright 2012 Withers 8 Ravenel, Inc. All Rights Reserved by Withers 6 Ravenel, Inc. This electronic
message, any attachments thereto and all documents referred to therein are provided for the recipient's information only, and no
rights are licensed, transferred or otherwise granted by the transmission of this electronic message by Withers 8 Ravenel, Inc. or
receipt of this message by the recipient or any other party.

Nelson, Christine
From:
Fisher, Ryan [[e-mail]]
Sent:
Wednesday, May 08, 2013 3:35 PM
To:
Nelson, Christine
Cc:
Werenko, Dale; Diaz, Jennifer; Butch Lawler
Subject:
S.T. Wooten Purchase Agreement/Resolution - Burton Park
Attachments:
Purchase Resolution.pdf
Christine —
I have attached the executed resolution for S.T. Wooten to purchase the concrete plant property in Burton Industrial Park
from Onslow County. Please confirm that this document meets the requirements to issue the stormwater permit to S.T.
Wooten, once approved.
Thank you,
Ryan Fisher, PE
WITHER® (k71RAVENEL
115 MacKenan Drive I Cary, NC 27511
Phone: [phone] Fax: [phone]
Direct: 919.535.5175
rfisherC7a withersravenel.com
www.withersravenel.com
NOTICE OF CONFIDENTIALITY AND NONDISCLOSURE: This electronic message, which includes any attachments and other
documents referred to herein, contains information from Withers & Ravenel, Inc. that may be proprietary or confidential. The
information is intended for the use of the addressee(s) only. If you are not the addressee, note that any disclosure, copying,
printing, distribution, or use of the contents of this message is prohibited. If you received this message in error, please advise the
sender by reply and delete this electronic message and any attachments.
COPYRIGHT NOTICE: Copyright 2012 Withers & Ravenel, Inc. All Rights Reserved by Withers & Ravenel, Inc. This electronic
message, any attachments thereto and all documents referred to therein are provided for the recipient's information only, and no
rights are licensed, transferred or otherwise granted by the transmission of (his electronic message by Withers & Ravenel, Inc. or
receipt of this message by the recipient or any other parry.

WITHERS &— RAVENEL
ENGINEERS IPLANNERS ISURVEYORS
115 MacKenan Drive
CARY, NORTH CAROLINA, 27511
[phone]
FAX [phone]
TO: NCDENR
127 Cardinal Dr. Extension
Wilmington, NC 28405
IFTITEQ OCR UR ° NMUUAL
DATE 5/7/2013
1 JOB NO. 2120335.10
ATTENTION. Christine Nelson
PHONE# [phone]
RE: S.T. Wooten Corporation
Burton Park Concrete Plant
WE ARE SENDING YOU ® Attached via the following items:
❑ Shop Drawings ❑ Prints ® Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change order ❑ Diskette ❑
COPIES
DATE
NO.
DESCRIPTION
1
5/7/13
Response Letter
1
5/7/13
Revised Page 3 of the Stormwater Application
1
5/7/13
Revised Sheets 7 & 8 of the Plans
1
5/7/13
Revised BMP #1 Design Summary
1
5/7/13
Revised Page 3 of BMP #1 O&M Agreement
1
5/7/13
Revised BMP #2 Design Summary
1
5/7/13
Revised Page 3 of BMP #2 O&M Agreement
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
® For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS: Christine,
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
Attached is the supporting documentation in response to your comments on May 6, 2013 for
the S.T. Wooten Concrete Plant in Burton Industrial Park. Let us know if you have any questions.
Thank You.
COPY TO:
I
I
SIGNED:-
If enclosures are not as noted, kindtynotify us at once.

WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
May 7, 2013
Ms. Christine Nelson
NC Department of Environment & Natural Resources
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Express Review
Burton Industrial Park Concrete Plant for S.T. Wooten Corporation
Stormwater Project No. SW8 130501
W&R No. 2120335.10
Dear Christine,
Attached please find one (1) set of revised plans that address your comments received on May 6,
2013 for the above referenced project. Your comments are repeated below and followed by our
responses in red:
1. Please correct the river basin listed in Section IV.3 of the application. The New River basin is
located in the western part of North Carolina.
The river basin has been updated as the White Oak River Basin. The revised page 3 of the
application is attached.
2. Please double check the calculations used to determine the average depth of the ponds. It
appears that the depth used in the average depth calculation option 2 is the entire depth of
the pond, not the distance between the bottom of the shelf and the bottom of the pond as
defined in Figure 10-2b of the BMP manual.
The average depth calculations for each pond have been revised per the BMP Manual. To
achieve adequate depth, each pond bottom has been lowered by 6-inches. Sheet 7 and the
attached calculations have been updated to reflect this change.
3. The orifice diameter for BMP 2 is presented in the weir schedule on plan sheet 8 as 1 inch
while the supplements and calculations indicate it will be 1.5 inches. Please ensure the
information is presented consistently and accurately.
The correct orifice diameter for BMP 2 is 1.5-inches. Sheet 8 has been revised to indicate
the correct size.
4. Please provide a trash rack on the pond outlet structures.
To prevent clogging of the notched weir, a rebar trash rack has been specified on Sheet 8
for each outlet structure.
5. Due to the minor nature of these comments, the express additional information fee has been
waived. ECEIVE
Comment noted.i i MAY 0 9 2013 11
115 MacKenan Drive I Cary, NC 275111 tel.: [phone] fax: [phone] www.withersraven Rom i License No. C-083
1410 Commonwealth Drive i Suite 1011 Wilmington, NC 284031 tel: [phone] fax ' 0.256.2584 _
7011 Albert Pick Road i Suite G i Greensboro, NC 27409 1 tel: [phone] fax: [phone]

6. Please keep in mind that changing one number may change other numbers and require the
calculations, supplements, and other supporting documentation to be updated. Verify all
numbers are correct to ensure consistency in the application documents.
Comment noted.
Please let us know if you have any questions regarding our responses to your review comments.
Sincerely,
WITHERS &-RAVENEL, INC.
Ryan Fisher, P. .
WITHERB & RAVENEL
Page 2 of 2

Nelson, Christine
From:
Nelson, Christine
Sent:
Monday, May 06, 2013 4:34 PM
To:
'Diaz, Jennifer; Fisher, Ryan; Werenko, Dale; [e-mail]
Cc:
Russell, Janet
Subject:
ST Wooton - request for info
Attachments:
2013 05 addinfo 130501.pdf
All,
I have attached a pdf of the request for additional information for the ST Wooten project in the Burton Industrial Park
(SW8 130501). Please let me know if you have any questions.
Christine
Christine Nelson
Environmental Engineer
State Stormwater Program
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone:[phone]
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E.
Governor Director
May 6, 2013
Mr. Henry D. Butts Jr., Vice President
S.T. Wooten COrporation
PO Box 2408
Wilson, NC 27894-2408
John E. Skvarla, III
Secretary
Subject: Request for Additional Information
Stormwater Project No. SW8 130501
Burton Industrial Park Concrete Plant for S.T. Wooten Corporation
Onslow, County
Dear Mr. Butts:
The Wilmington Regional Office received an (a modified) Express Stormwater
Management Permit Application for the Burton Industrial Park Concrete Plant for S.T.
Wooten Corporation on May 1, 2013. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
Please correct the river basin listed in Section IV.3 of the application. The New
River basin is located in the western part of North Carolina.
2. Please double check the calculations used to determine the average depth of the
ponds. It appears that the depth used in the average depth calculation option 2
is the entire depth of the pond, not the distance between the bottom of the shelf
and the bottom of the pond as defined in Figure 10-2b of the BMP manual.
The orifice diameter for BMP 2 is presented in the weir schedule on plan sheet 8
as 1 inch while the supplements and calculations indicate it will be 1.5 inches.
Please ensure the information is presented consistently and accurately.
4. Please provide a trash rack on the pond outlet structures.
Due to the minor nature of these comments, the express additional information
fee has been waived.
Please keep in mind that changing one number may change other numbers and
require the calculations, supplements, and other supporting documentation to be
updated. Verify all numbers are correct to ensure consistency in the application
documents.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received in this Office prior to May 13,
2013, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
Wilmington Regional Offoe
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone]FAX: [phone]DENRAssistance: 1-877-623-6748 NO Carolina
Internet: www.ncwaterquallty.org K {ra tetlff
An Equal Oppotunily l Affirmative Action Employer LL"

Henry D. Butts, Jr.
May 6, 2013
Stormwater Application No. SW8 130501
If you need additional time to submit the information, please email or fax your request
for a time extension to the Division at the address and fax number at the bottom of this
letter. Please note that a second significant request for additional information may result
in the return of the project. If the project is returned, you will need to reschedule the
project through the Express coordinator for the next available review date, and resubmit
all of the required items, including the application fee.
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 label all packages and cover letters as "Express" and reference the project
name and State assigned project number on all correspondence. If you have any
questions concerning this matter please feel free to call me at [phone] or email
me at [e-mail].
Sincerely,
CL,0-�
Christine Nelson
Environmental Engineer
GDSlcan: S:\WQS\StormWater\Permits & Projects\2013\130501 HD\2013 05 addinfo 130501
cc: Ryan Fisher, Withers & Ravenel
Wilmington Regional Office
Page 2 of 2

WITHERS t- RAVENEL
ENGINEERS IPLANNERS ISURVEYORS
111 MacKenan Drive
CARY, NORTH CAROLINA, 27511
[phone]
FAX [phone]
TO: NCDENR
127 Cardinal Dr. Extension
Wilmington, NC 28405
WE ARE SENDING YOU ® Attached via
❑ Shop Drawings ❑ Prints
❑ Copy of Letter ❑ Change order
P"R tl LSW OF ll PANOfIVl1MAL
DATE 4/30/13
1 JOB NO. 2120335.10
ATTENTION Janet Russell
PHONE#
RE: S.T. Wooten Corporation
Burton Park Concrete Plant
the following items:
® Plans ❑ Samples ❑ Specifications
❑ Diskette ❑
COPIES
DATE
NO.
DESCRIPTION
1
4/26/13
458161
Express Review Fee ($4,000.00)
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted
® For your use ❑ Approved as noted
® As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS: Janet,
Attached is the express review fee for both the stormwater review and sedimentation and
erosion control review.
Thanks.
COPY TO: SIGNED: an F r, PE
+. p
tfenctosures are not as noted, kindly notify us at once. t MAY 0 1 2013
BY:__
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints

T' \ aoeten W,21mq, NC l 17894-1408
orporatJon 251-19/-5/65
FAX[phone]
JOB/SUB JOB NO. I CO. I
DIV.
I VENDOR
REFERENCE
CHECK NO.
10
1000
1 33140
1
458161
INVOICE NUMBER
INVOICE DATE
DESCRIPTION
GROSS AMOUNT
DISCOUNT
NET AMOUNT
PERMIT
04/26/13
EXPRESS REV. STORMWA
4.000.00
4.000.00
EBVE
r
AY 01 2013
By: -
DETACH AND RETAIN THIS STATEMENT
TOTALS
4,000.00
4,000.00
THE ATTACHED CHECK IB IN PAYMENT OF ITEMS DESCRIBED ABOVE
FORM NO STWC - IGA

WITHERS I- RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive
CARY, NORTH CAROLINA, 27511
[phone]
FAX [phone]
TO: NCDENR
127 Cardinal Dr. Extension
Wilmington, NC 28405
DATE 4/30/13
JOB NO. 2120335.10
ATTENTION Christine Nelson
PHONE#
RE: S.T. Wooten Corporation
Burton Park Concrete Plant
WE ARE SENDING YOU ® Attached via the following items:
❑ Shop Drawings ❑ Prints ® Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change order ❑ Diskette ❑
COPIES
DATE
NO.
DESCRIPTION
1
4/30/13
Permit Application with Supporting Documents and Calculations
1
4/30/13
Original Permit Application
2
4/30/13
Plans
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
® As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS: Christi
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
Attached is the application for the ST Wooten Concrete Plant in Burton Industrial Park.
The Express Review fee is being sent to Janet Russell's attention.
Thanks.
COPYTO: a^^ r_., SIGNED:
MAY 0 1 2013
PE
lfenclosums are not as noted, kindly notify us at once.

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1 95 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- FIQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Burton Industrial Park Concrete Plant for S.T. Wooten Corporation
2. Location of Project (street address):
City: Jacksonville County:Onslow Zip:28540
3. Directions to project (from nearest major intersection):
From the intersection of HWY 53 and HWY 24, head NW on HWY 24 for approximately 3 miles to the
intersection of Hines Farm RD. Head E onto Hines Farm RD for approximately 1/2 miles to Burton Park
BLVD. Head S onto Burton Park BLVD for approximatly 1000 feet to the project site entrance on the E side of
4. Latitude:34° 47' 21" N Longitude:77° 29' 16" W of the main entrance to the project.
Il. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New []Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, N/A and the previous name of the project, if different than currently
proposed, N/A
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control: 8.50 ac of Disturbed Area
NNPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts N/A
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:N/A
5. is the project located within 5 miles of a public airport? NNo ❑Yes _ pp�(
If yes, see S.L. 2012-200, Part VI: httl2://12ortal.ncdenr.org/web/wq/ws/sUsTat'eswn""aAs'04 E 4Jj
MAY 01 2013
Form SWU-101 Version 06Aug2012 Page I of il
i
EY:

III: CONTACT INFORMATION
I. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the proiect):
Applicant/Organization:S.T. Wooten Corporation
Signing Official & Title:Flenry D. Butts, Jr., Vice President
b.Contact information for person listed in item I above:
Street Address:3801 Black Creek Road
City:Wilson State:NC Zip:27893
Mailing Address (if applicable):PO Box 2408
City:Wilson State:NC Zip:27894-2408
Phone: (252 ) 291-5165 Fax: (252 ) 243-0901
Email: Hank®stwcorp.com
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
® Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
® Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:Onslow County
Signing Official & Title:Ieff Hudson, County Manager
b.Contact information for person listed in item 2a above
Street Address:4024 Richlands Hiehwav
City: Jacksonville State:NC Zip:28540
Mailing Address (if applicable):N/A
City: State: Zip:
Phone: (910 ) 347-4717 Fax: (N/A )
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: Butch Lawter, PE
Signing Official & Title:Senior Engineer
b.Contact information for person listed in item 3a above:
Mailing Address:3801 Black Creek Road
City:Wilson State:NC Zip:27893
Phone: (252 ) 291-5165 Fax: (252 ) 243-0901
Email:[e-mail]
4. Local jurisdiction for building permits: Onslow County
Point of Contact:George Lacey Phone H: (910 ) 989-3072
EGERVE-
MAY 0 1 2013
€€
Form SWU-101 Version 06Aug2012 Page 2 of B1

4. Local jurisdiction for building permits: OnSlpw County
Point of Contact:Ceor>ef Lacey
IV. PROJECT INFORMATION
Phone #: [phone]
I. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The stormwater will be treated with 2-90 % stormwater wet ponds. 13MP I will be located in the eastern
Property corner and 13MP 2 will be located in the northwest property corner.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development flan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulotion(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph II - Post Construction
3. Stormwaler runoff from this project drains to the White Oak River basin.
4. Total Property Area: 10.01 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area':10.01 acres
Total project area shall be calculated to exclude the followin the normal pool of impounded structures, the area
behueen the bunks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MFIW) line, and coastal wetlands landward from the NFIW (or MHKq line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal tetlands lwidward of the NHW (or MHIM line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 60
9. Flow many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stonmwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Perm SWIJ-101 Version 06Aug2012 Page 3 of 7
ECEIVE
MAY 0 9 2013
RY: _.

Basin Information
Drainage
Area
To BMP #1
Bypass BMP #1
to South
To BMP #2
Bypass BMP #2
to North
Reciving Stream Name
New River
New River
New River
New River
Stream Class
C; NSW
C; NSW
C; NSW
C; NSW
Stream Index Number
19-(1)
19-(1)
19-(1)
19-(1)
Total Drainage Area (sf)
220414
101059
74052
40511
On -site Drainage Area (sf)
220414
101059
1 74052
40511
Off -site Drainage Area (sf)
0
0
0
0
Proposed Impervious Area (sf)
197065
0
65340
0
% Impervious Area (total)
89%
0%
88%
0%
Impervious Surface Area
Drainage
Area
To BMP #1
Bypass BMP #1
to South
To BMP #2
Bypass BMP #2
to North
On -site Buildings / Lots (sf)
784
0
0
0
Material Storage Yard (sf)
95521
0
53230
0
Gravel / Concrete Plant Area (sf)
78659
0
0
0
BMP Water Surface Area (sf)
14224
0
8696
0
Future (sf)
7877
1 0
1 3414
1 0
Off -Site (sf)
0
1 0
0
0
Existing BUA (sf)
0
1 0
0
0
Total (sf):
197065
1 0
65340
0
MAY 0 1 2013
BY:

11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://12ortal.ncdenr.org/web/wq/ws/su/bmp-manual.
V1. 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. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portaI.ncdenr.org/web/wq/­ws/su/mal2s.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. JGD
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants N I E4
Form. (if required as per Part Vll below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M S C n
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCOENR. (For an Express review, refer to J C
http://www.envhelp.org/pages/onestopexpress.htmI for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor AGE
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the J C
receiving stream drains to class SA waters within'/z mile of the site boundary, include the 1h
mile radius on the map.
7. Sealed, signed and dated calculations (one copy). J G ll
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans. t l
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations. � G E t'' V CE
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required). MAY 01 2013
FormSWU-101 Version06Aug2012 Page 4of6 BY:

9. ' Copy of any applicable soils report with the associated SHWT elevations (Please identify J GIB
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWTprior
to submittal, [phone].) ,GD
.1 GD
A copy of the most current property deed. Deed book: 1365 Page No: 322
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
ham://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, 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 NC DWQ and that they will be recorded prior to the sale of any lot.
Vlll. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer.Ryan Fisher, PE
Consulting Firm:
Mailing Address:115 MacKenan Dr.
City:Cary State:NC Zip:27511
Phone: (919 ) 469-3340
Email:[e-mail]
Fax: (919 ) 467-6008
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, itern 2a) Jeff Hudson, Counht Manager certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 7a) Hennt D. Butts, Jr. with (print or hype nanne of organization listed in
Contact Information, item la) S.T. Wooten Corporation to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 06Aug2012 Page 5 or
MAY 0 1 2013
hY:

VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Rvan Fisher, PG
Consulting Firm: Withers & Ravenel
Mailing Address:115 MacKenan Dr.
City:Cary
Phone: (919 ) 469-3340
Email: rfisherOwilhersravenel.com
State:NC Zip:27511
Fax: (919 ) 467-6008
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete th
section)
I, (print or type name of person listed in Contact Information, item 2a) Jeftlt4tdsm,, CC tit Manager �, certify
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) Hennt D. Butts, Jr. with (print or type name of organization listed in
7V Contact Information, item la) S.T. Wooten Corporation to develop the project as currently proposed. A copy of
has been provided with the submittal, which indicates the
AWparty responsible for the operation and maintenance of the stormwater system.
As the legal properly owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil pep'''yyyle/e/e/���itie f up tc , 5,0 ) per day, pursuant to NCGS 143-215.6. GG / q\
Sienalure: h Date: r�,J / J
V '1tt /�
dO- a Notary P/uuy� is for th'IefISlate of -Nan- rt e4rn 1i n0-, County of
do hereby certify that J1471-P-V H(Ad 66fl personally appeared
before me thisklTday of �T� � �and ac n wledge the do
ex cution of the application for
a stormwater permit, Witness my hand and official seal, al,(,�. Ul
IAOTARy
MyCOMM, Exp.
12-26-2017
PUBLIC
SEAL
My commission expires I)
Fornn SWU-101 Version 06Aug2012
Page 6 of 7 i g
MAY 0 1 2013
BY:

X. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in Contact Information, item Ia) Henry D. Butts, fr., Vice President
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 the
applicable storm !t Uyles-under 15A NCAC 21-1.1000 and any other applicable state stormwater requirements.
Date: 4'29- 13
1, J P nni e F. 7J o I 1 Cwni e a Notary Public/N
for the State of OVA Lpli-hQ, County of
Wi I5Ori , do hereby certify that Nli
6112J l J • Bics- S Jr. personally appeared
before me this 2"t day of A$26 I ,'qOI 3 • and acknowledge the due execution Qf the application for
a stormwater permit. Witness my hand and official seal, iv .: Tt 0" �'t,a(�L)
_
'C S
form SWU-101 Version 06Aug2012
SEAL
My commission expires I P 61 Lu ' oo(8
jar --'CEI 6E''.
Page 7 of 7 V) MAy 0 1 202
lI

WITHERS RAVENEL
STORMWATER MANAGEMENT PLAN
For
NCDWQ Coastal Stormwater Permitting
Burton Industrial Park
Concrete Plant for ST Wooten Corporation
Jacksonville, Onslow County, North Carolina
Prepared For:
S.T. Wooten Corporation
3801 Black Creek Road
Wilson, NC 27894
Attn: Butch Lawter
Prepared By:
WITHERS & RAVENEL, INC
ui MacKenan Drive
Cary, North Carolina 27511
.oCAR•,
Revised April 2013 •`•p oFEss}o�?'/ %
W&R Project No. 02120335•10 l
JenniferC. Diaz, PE
11 MAY 0 1 2013
BY:

S.T. WOOTEN CONCRETE PLANT — BURTON INDUSTRIAL PARK
(ONSLOW COUNTY)
STORMWATER NARRATIVE
April 30, 2013
The ST Wooten Concrete Plant is a proposed 10.01-acre industrial development located
on Burton Park Boulevard, approximately 1/10 mile southeast of the intersection of
Burton Park Boulevard and Hines Farm Road, and approx. % mile east of the intersection
of Richlands Highway (NC-24) and Hines Farm Road, in Onslow County, North
Carolina. The site is currently undeveloped but is part of the previously approved Burton
Industrial Park. There is no existing impervious area on site. The main entrance to the site
will be located on Burton Park Boulevard; there is no proposed secondary entrance. The
site will use existing public utilities for water and sewer service. The project includes
development entirely on 1 parcel which will be established as a subdivision of a larger
existing parcel. The parent parcel is identified on Onslow County GIS Mapping. The
Parcel Identification Numbers and acreage based on GIS property lines for the parcel are
as follows.
4357.02.69.7417 (543.61 ac)
Total GIS Area = 543.61 acres
The site is divided into two drainage basins by an existing ridge in the pre -developed
condition. The project's proposed grading plan will maintain natural runoff patterns to
the maximum extent practicable.
The entire site ultimately drains to lowlands and wetlands tributary to the New River,
which is classified as C, NSW at the confluence point. The site is located approximately
13.50 miles northwest of the point where the New River is classified as SA, HQW. The
site is located approximately 4.0 miles northwest of the Upper New River Primary
Nursery Area (0.103 13 c xv). Site vicinity maps showing primary nursery areas and
stream classifications are attached.
Based on site investigations by Hal Owen (licensed soil scientist) and previous USACoE
Jurisdictional Maps, the proposed site contains no natural wetlands. There are wetlands
present on the parent tract, but no additional impacts will occur during construction of
this development beyond what was previously permitted for construction of the
roadways.
Stormwater permitting for the site will be conducted in accordance the current coastal
stormwater regulations.
Based on the site plan, the proposed site contains a development built upon area density
of approximately 52% (60% for possible future impervious area). The BUA limit for low
density projects that are not within one-half mile and draining to class SA waters is 24%.
Therefore the project as a whole will be permitted as a high density project. Per the
EGERVE';
MAY 0 1 2013 g�
BY: €�

Coastal Stormwater Regulations, the site will require structural Best Management
Practices (BMPs) to control and treat the runoff generated by 1.5 inches of rainfall. Two
stormwater wet ponds are proposed for the site, and both will be designed to remove 90%
of Total Suspended Solids in the runoff. Although level spreaders are not required, they
are proposed as part of the BMPs at the request of the client.
Although no future impervious area is planned, the BMPs have been sized to handle
possible future impervious area. This would allow the owner to convert open space to
impervious without having to seek a modification to the stormwater permit.
There are no stream buffers, jurisdictional surface waters or wetlands on site. The site is
not subject to CAMA restrictions.
The soil tests have been completed by Hal Owen and indicate primarily well drained
sandy loam soils. The seasonal high water table is within 26" of the surface in the area of
proposed BMP 1 and within 14" of the surface in the area of proposed BMP 2; the
proposed normal pool elevation has been set at the approximate Seasonal High Water
Table elevation. A site visit has been completed with Vincent Lewis and the SHWTs for
each BMP have been verified.
The site is also subject to NPDES Industrial Wastewater discharge regulations. A
monitoring plan will be developed in accordance with NCG-14 for ready mix concrete
plants.
EGF-I @9 E
MAY 01 2013

Project Name: ST Wooten - Burton Park Lot 4 BMP #1
City/State: Onslow County
Project #: 2120335.1
Date: 30-Apr-13
Table 10.4 Surface Area to Drainage Area Ratio for Permanent Pool Sizing for 90% Pollutant
Removal Efficiency in Coastal Regions
Impervious
Permanent Pool Depth (feet)
3.0 3.5 4.0 4.5 5.0 5.5 6.0
30
3.5
3.0
2.7
2.5
2.2
1.9
1.6
40
4.5
4.0
3.5
3.1
2.8
2.5
2.1
50
5.6
S.0
4.3
3.9
3.5
3.1
2.7
60
7.0
6.0
5.3
4.8
4.3
3.9
3.4
70
8.1
7.0
6.0
5.5
5.0
4.5
3.9
80
9.4
8.0
7.0
6.4
5.7
5.2
4.6
90
10.7
9.0
7.9
7.2
6.5
5.9
5.2
100
12.0
10.0
8.8
1 8.1
7.3
6.6
5.8
Source: NCDENR/DWQ Stomovater Best Management Practices, pg. 10-14, July 2007 rev. 6/16/09
STORMWATER BMP - STORMWATER WET POND (25% TN Removal)
Land Use
Area
(ac)
% IA
Imp. Area
(ac)
Impervious
4.02
100
4.02
BMP
0.64
51
0.33
Open Space
0.22
0
0.00
Future Impervious Area
0.18
100
0.18
Totals
5.06
4.52
I otal % Impervious Surface Area = 09.4 %n
Surface Area of Permanent Pool:
Average depth - 5.00 ft
SA/DA ratio - 6.45 From Table 10.4
Minimum pond surface area (SA) _ (DA * SA/DA ratio)/100
SA = 0.327 acres
14224 sq. ft.
Normal pool elevation - 36.5 feet
Surface area provided - 0.327 acres
14224 sq. ft.
1.5-Inch Runoff Volume Calculation
Using the runoff volume calculations in the "Simple Method" as described by Schueler (1987)
Rv = 0.05 + 0.009(l) where, Rv - Runoff coefficient, in./in.
I - Percent impervious
Rv - 0.85 in./in.
Total runoff volume from 1.5-inch precipitation:
Runoff volume, S - (Design rainfall) (Rv) (Drainage Area)
S = 0.541 acre-ft
23550 cu. ft.
Water quality pool elevation-
37.89
feet
Overflow elevation-
38.00
feet
Storage volume provided -
0.589
acre-ft
B� .
25657
cu. ft.
MAY 0 1 2013
K:\I2%12.0330\120335.10-S1' Wwten Lot 4 Burton Park\11-11\13MP 41
BY:

Project Name: ST Wooten - Burton Park Lot 4 BMP #1
City/State: Onslow County
Project #: 2120335.1
Date: 7-May-13
AVERAGE DEPTH
Per NCDENR "Stormwater Best Management Practices ", the average depth of a wet pond is to be calculated by
one of these two options:
Average Incremental Accumulated
Below Normal Contour Contour Contour Contour
Pool Contours Area Area Volume Volume
Aix),, pond
27.50
1347
674
674
674
29.00
2132
1740
2609
3283
30.00
2771
2452
2452
5734
31.00
3808
3290
3290
9024
32.00
4970
4389
4389
13413
33.00
6359
5665
5665
19077
34.00
7953
7156
7156
26233
35.00
9735
8844
8844
35077
Adn shelf
36.00
11756
10746
10746
45823
Ape rn qvd "
_ 36.50_
_ 14224
12990
6495
52318 -Total Volume
PP, = Total Volume - Sediment Storage Volume = 51,644 cf
OPTION 1: Average Depth — Permanent Pool Volume/ Surface Area
PP, — 51,644 cf
SA — 14,224 sf
da, = 3.63 it
OPTION 2: Use the following equation:
da, — 0.25 % 1 + Abet helf + Abot shelf + Abet pond X Depth
Aperm pool 2 Abot shelf
da, = 5.10 ft
Use Average Depth = 5.0 ft OPTION 2
FOREBAY DESIGN
Per NCDENR "Stormwater Best Management Practices ", the forebay volume should equal about 20 % of the
total basin volume.
Average
Incremental Accumulated
Forebay
Contour
Contour
Contour Contour
Contours
Area
Area
Volume Volume
(feet)
(SF)
(SF)
(CF) (CF)
30.00
0
31.00
320
160
160 160
36.00 3014 2673 2673 9740
36.50 3367 3191 1595 11335
Forebay Volume = Total Forebay Volume - Sediment Storage Volume — 11,175 cf
% Forebay = 21.6%
Total Forebay
Volume
ECEI V E
MAY 0 9 7013
K 1I N 2.03301120335.1 o-s r Wooten Lot 4 Burton Pnrk\H-Hq IMP 0 1

Project Name: ST Wooten - Burton Park Lot 4 BMP #1 Project #: 2120335.1
Cit St t : Onslow County QdteL 30-Apr-13
STORMWATER BMP - WET POND (25% TN Removal)
Orifice Calculator
Q=Cd*A*(2gh)"(1/2)
Variables
Constants
WQ Volume:
0.541 Acre-ft
23550 cf g — 32.2 ft/s2
Head / Driving Head:
1.39 ft
0.4633333 ft Cd— 0.6
Draw down time:
58 hrs
208800 s
Orifice Area =
0.034 sq. ft
4.955 sq. in
Orifice Diameter = 2.512 in
USE 2.5 INCH DIAMETER ORIFICE
�EIVE1
01 2013
K:\12\12-0330\120335.10-Sr Wooten Lot 4 Burton Park\1i-11\nMP #I rAY
BY:

Project Name: ST Wooten - Burton Park Lot 4 BMP #2
City/State: Onslow County
Project #: 2120335.1
Date: 30-Apr-13
Table 10.4 Surface Area to Drainage Area Ratio for Permanent Pool Sizing for 90% Pollutant
Removal Efficiency in Coastal Reeions
% Impervious
Permanent Pool Depth (feet)
3.0 3.5 4.0 4.5 5.0 1 5.5 6.0
30
3.5
3.0
2.7
2.5
2.2
1.9
1.6
40
4.5
4.0
3.5
3.1
2.8
2.5
2.1
50
5.6
5.0
4.3
3.9
3.5
3.1
2.7
60
7.0
6.0
5.3
4.8
4.3
3.9
3.4
70
8.1
7.0
6.0
5.5
5.0
4.5
3.9
80
9.4
8.0
7.0
6.4
5.7
5.2
4.6
90
10.7
9.0
7.9
7.2
6.5
5.9
5.2
100
12.0
10.0
8.8
1 8.1
7.3
6.6
5.8
Source: NCDENR/DWQ Stormwater Best Management Practices, pg. 10-14, July 2007 rev. 6116109
STORMWATER BMP - STORMWATER WET POND (25% TN Removal)
Land Use
Area
(ac)
% IA
Imp. Area
(ac)
Im ervious
1.22
100
1.22
BMP
0.40
50
0.20
Future Impervious Area
0.08
100
0.08
Totals
1.70
1.50
I otal % Impervious Surface Area = B8.2 '70
Surface Area of Permanent Pool:
Average depth - 3.00 ft
SA/DA ratio - 10.47 From Table 10.4
Minimum pond surface area (SA) - (DA * SA/DA ratio)/100
SA = 0.178 acres
7752 sq. ft.
Normal pool elevation - 40.0 feet
Surface area provided - 0.200 acres
8696 sq. ft.
1.5-Inch Runoff Volume Calculation
Using the runoff volume calculations in the "Simple Method" as described by Schueler (1987)
Rv - 0.05 + 0.009(I) where, Rv - Runoff coefficient, in./in.
I - Percent impervious
Rv - 0.84 in./in.
Total runoff volume from 1.5-inch precipitation:
Runoff volume, S - (Design rainfall) (Rv) (Drainage Area)
S = 0.179 acre-ft
7812 cu. ft.
Water quality pool elevation-
40.85
feet
Overflow elevation-
41.00
feet
Storage volume provided -
0.220
acre-ft
9583
cu.ft.
' MAY 0 1 2013
K:\I2\I2-0330\120335.10-S't Wooten Lot 4 Burton Park\11-11\13MP #2

Project Name: ST Wooten - Burton Park Lot 4 BMP #2
City/State: Onslow County
Proiect #: 2120335.1
Date: 7-May-13
AVERAGE DEPTH
Per NCDENR "Stormwater Best Management Practices ", the average depth of a wet pond is to be calculated by
one of these two options:
Average Incremental Accumulated
Below Normal Contour Contour Contour Contour
Pool Contours Area Area Volume Volume
Abot_pmd 35.50
2182
1091
1091
1091
37.00
3570
2876
4314
5405
38.00
5000
4285
4285
9690
39.00
6565
5783
5783
15473
Abot s,,e0 � 39.50 7593 7079 3540 19012
Apenn pool � 40.00 8696 8145 4072 23084 —Total Volume
PP,, = Total Volume - Sediment Storage Volume = 21,993 cf
OPTION 1: Average Depth — Permanent Pool Volume / Surface Area
PP — 21,993 cf
SA — 8,696 sf
dae = 2.53 ft
OPTION 2: Use the following equation:
day = 0.25 x 1 + Abot shelf + Ats shelf + Abut oond x Depth
Aperm_pool 2 Abot_shelf
day _
Use Average Depth =
3.04 ft
3.00 ft OPTION 2
FOREBAY DESIGN
Per NCDENR "Stormwater Best Management Practices ", the forebay volume should equal about 20% of the
total basin volume.
Average
Incremental
Accumulated
Forebay
Contour
Contour
Contour
Contour
Contours
Area
Area
Volume
Volume
(feet)
(SF)
(SF)
(CF)
(CF)
36.00
0
37.00
398
199
199
199
38.00
1073
736
736
935
39.00
1813
1443
1443
2378 -Total Forebay
40.00
2617
2215
2215
4593 Volume
Forebay Volume = Total Forebay Volume - Sediment Storage Volume — 4,394 cf
Forebay = 20.0%
E4ff3E1Vt--
MAY 0 9 20S
K:\I2\12-0330\120335.10-S'I' Woolcn Lot 4 13urton Park\11+1\BMP 92

Project Name: ST Wooten - Burton Park Lot 4 BMP #2 Project #: 2120335.1
i /State: Onslow County Date: 30-Apr-13
STORMWATER BMP- WET POND (25% TN Removal)
Orifice Calculator
Q=Cd*A'(2gh)"(1/2)
Variables
Constants
WQ Volume:
0.179 Acre-ft
7812 cf g — 32.2 ft/s2
Head / Driving Head:
0.85 ft
0.2833333 ft Cd— 0.6
Draw down time:
69 hrs
248400 s
Orifice Area =
0.012 sq. R
1.767 sq. in
Orifice Diameter = 1.500 in
USE 1.5 INCH DIAMETER ORIFICE
EGEIVE 1
MAY 0 1 2013
U12\I2-0330\120335.10-SP Woolen Lot4Ilunon Park\11-11\13MP #2 T

HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIEN'ris,rS
P.O. Box 400, Lillington NC 27546-0400
Phone [phone] / Fax [phone]
www.lialowensoi 1. coni
28 March 2013
Mr. Butch Lawter
ST Wooten Corporation
3801 Black Creek Road SE
Wilson, NC 27983
Reference: Wetland Consultation — Lot 4
Burton Industrial Park
Dear Mr. Lawter,
A site investigation has been conducted for the above referenced property, located on the
northern side of Burton Park Blvd, Onslow County, North Carolina. 'rhe purpose of this
investigation was to determine the existence and extent of jurisdictional wetland areas located on
the property. All wetland determinations were made in accordance with the appropriate
Regional Supplement to the Corps of Engineers Wetland Delineation Manual. Stream
determinations were made in accordance with the NC Division of Water Quality Methodology
for ldenlificalion qi hhter•millent and Perennial Streams and their Origins, Version 4.11. This
report represents my professional opinion as a Licensed Soil Scientist but does not guarantee or
represent concurrence from the Corps of Engineers.
Areas that meet the criteria for jurisdictional wetlands or streams were not observed on
this property. In concurrence with the previously approved and recorded wetland delineation
map (2008) fm• the entire industrial park, Lot 4 does not appear to contain any areas that would
be consideredjurisdictional wetlands or streams.
I appreciate the opportunity to provide this service. Feel free to contact me should you
have any questions or need additional information.
Sincerely,
Hal Owen
Licensed Soil Scientist
rMV IF�1' I F
AY 0 1 202
BY:
Soil Science Investigations • Wetland Delineations, permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400, 266 Old Coats Road
Lillington, NC 27546-0400
Phone [phone] / Fax [phone]
www.halowensoil.com
25April 2013
Mr. Butch Lawler
S.T.Wooten Corporation
110 Box 2408
Wilson, NC 27894-2408
Reference: Soil Scientist Investigation for Stormwater
Burton Industrial Park Plant Site, Lot 4
Dear Mr. Lawler,
A site investigation has been conducted for the above referenced project, located on
Burton Park Boulevard, Onslow County, North Carolina. The purpose of this investigation was
to determine the depth to evidence of a seasonal high water table in the area proposed for a
stormwater basin. All soil characteristics were described in accordance with the USDA Field
Book for Describing and Sampling Soils. This report represents my professional opinion as a
Licensed Soil Scientist.
Auger borings were advanced at two locations at the site (Figure 1). Soil morphological
characteristics indicating a seasonal high water table (SHWT) were observed at 26 inches at
location #1 and at 14 inches at location #2. Soil profile descriptions were collected at each
location and are attached to this report.
I appreciate the opportunity to provide this service and trust that you will feel free to call
on me again in the future. If you have any questions or need additional information, please
contact me at your convenience.
Sincerely
Hal Owen
Licensed Soil Scientist
ECEI BD' E
MAY 0 1 2013
6 f:
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
Soil Scientist Investigation for Stormwater
Burton Industrial Park Plant Site Lot 4
8 April 2013
Figure I
L9PT.•artCE••••"••_
w•w •+Mn
"e
i ea3i�n'_� u
E G E N VH E
e MAY 01 2013
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

I4AL OWEN & ASSOCIATES, INC.
SOIL PROFILE DESCRIPTIONS
FOR
STORMWATER MANAGEMENT DEVICES
PROJECT NAME: S.T. Wooten - Burton Site Lot 4 PROPOSED FACILITY: Wet Pond
LOCATION OF SITE: Burton Park Boulevard COUNTY: Onslow
EVALUATED BY: Hal Owen, NC Licensed Soil Scientist DATE EVALUATED: 17 April 2013
EVALUATION METHOD: Auger Boring ®, Pit ❑
PROFILE: 1
HORIZON
DEPTH
IN
MATRIX
MOTTLES
TEXTURE
SIRUCIURE
TEN E
TENCE
PERMEABII.
ITY IN/IIR
NOTES
A
0-5
IOYR 4/1
salt & pepper
50/50
fist.
2MGR
VFR
Bwl
5-22
IOYR 6/6
sl.
2 M SBK
FR
Bw2
22-26
10YR 8/6
SI,
I M SBK
FR
C
26-36
10YR 8/2
LS
AWF
23 inches
SIIWT
26 inches
SLWT
SLOPIi
2 %
DRAINAGE
SOIL SERIES
VEGETATION
COMMENTS:
normal conditions, heavy rain six days ago,
PROFILE: 2
HORIZON
DF.P'1'H
IN
MATRIX
MOTTLES
TEXTURE
S'FRUC'IURI3
CONSIS-
TENCE
PERMBABII.
ITY IN/FIR
NOTES
Al
0-10
IOYR 2/2
fist,
2MGR
FR
A2
10-14
10YR 32
IOYR 4/2
IS
2 M Gil
FR
Ilw1
14-20
10YR 513
IOYR 4/2
LS
2 M Gil
FR
13w2
20-24
IOYR 6/3
10YR 52
LS
2 M Gil
FR
Bw3
24-30
IOYR 6/3
IOYR 62
LS
2MGR
FR
C
30-42
IOYR 62
IOYR 42
LS
SG
FR
AWr
18 inches
SHWI'
14 inches
SLWT
SLOPE
DRAINAGE
SOIL SERIliS
VEGETATION
COMMENTS:
Site appears to he in normal/typical hydrology state
GENE
MAY 0 1 2013
av;
Soil Science Investigations • Wetland Delineations, Permitting and Consulting

FIAL OWEN & ASSOCIATES, INC.
LLUEND UN ABBKL V IA I IUNN
TEXTURE.
S
- Sand
LS
- Loamy Sand
SL
- Sandy Loam
L
- Loam
SCL
- Sandy Clay Loam
CL
-Clay Loam
Sit,
- Silt Loam
Si
- Silt
SiCL-
Silt Clay Loam
SC
- Sandy Clay
C
- Clay
SiC
- Silty Clay
O
- Organic
MOTTLES
f — few
c —common
m — many
STRUCTURE
0 - structureless
I - weak
2 - moderate
3 - strong
MOIST CONSISTENCE
L
- Loose
VFR
- Very Friable
FR
- Friable
FI
- Firm
VFI
- Very Firm
EFI
- Extremely Firm
AWT—Apparent Water Table
SHWT— Seasonal High Water Table
SLWT— Seasonal Low Water Table
1 - fine F - Faint
2 - medium D - Distinct
3 - coarse P - Prominent
VF
-very fine
G
- Single Grain
F
- fine
M
- Massive
M
- medium
CR
- Crumb
C
- coarse
GR
- Granular
VC
- very coarse
SBK
- Subangular Blocky
ABK
- Angular Blocky
PI,
- Platy
PR
- Prismatic
MAY 0 1 2013
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

White Oak River Basin
Name
Index Number Classification
Description i
NEW RIVER 19-(27) SA;HQW
(,From a line extending across New River from Grey Point to a point of land approximately 2200 yards
downstream from mouth of Duck Creek to Atlantic Ocean; including all unnamed bays, creeks, and other
!waters except restricted areas 111 and # 2 described be
NEW RIVER 19-(7) SB;NSW
!From Blue Creek to U. S. Hwy. 17 bridge
Class Date
:Special Designation
06/01/60
08/01/91
NEW RIVER
19-(11)
SC;HQW,NSW
From Atlantic Coast Line Railroad Trestle to Mumford Point
NEW RIVER
19-(15.5)
SC;NSW
From Mumford Point to a line extending across the river from Grey
Point to point of land
approximately
12200 yards downstream from mouth of Duck Creek
NEW RIVER
19-(1)��
!From source to Blue Creek
NEW RIVER
19-(30.5)
SB;HQW,NSW
(From U. S.Hwy. 17 bridge to Atlantic Coast Line Railroad Trestle _ _I
New River Restricted Area # 1 19-31 SC
jAII waters within 1,000 yards of earthen dock at the United States Marine Corps Rifle Range
New River Restricted Area # 2 19-37 SC
!All waters within a line beginning at the Government Dock in front of U.S. Coast Guard Detachment
(Barracks at Marines and running a southwest course 1,000 yards to Channel Marker #13, thence a
Lsoutheasteriy course 1,000 yards to Flash Beacon # 11, thence _
Newby Creek 21-35-1-8 SA;HQW
From source to North River
08/01/91
08/01/91
08/01/91
08/01/91
06/01/56
06/01/56
06/01/56
NEWPORT RIVER 21-(17) SA;HQW
06/01/56
!From Little Creek Swamp to Atlantic Ocean with exception of Morehead City Harbor restricted area I I
NEWPORT RIVER 21-(1) C
06/01/56
From source to Little Creek Swamp
Newport River Restricted Area (Morehead City Harbor) 21-31 SC
06/01/56
!{All waters within a line beginning at a point of land near the south end of 11th street in Morehead City at
{
ILat. 34 43' 08, Long. 76 43' 04; thence in straight line to the western end of Sugarloaf Island; thence along
the north shore of the Island to the
North Fork White Oak River 20-2 C
06/01/56
jFrom source to White Oak River
North Leopard Creek 21-35-1-7-2 SA;HQW
06/01/56
From source to Ward CreekC J
_-
Ip_� �
MAY 01 2013
Thursday, February 00, 2012 Based on Classifications as of 20120208 1
Page 16 of 24
BY:

Precipitation Frequency Data Server
Page 1 of 3
POINT PRECIPITATION jI}1�►
(b FREQUENCY ESTIMATES ♦
FROM NOAA ATLAS 14 ( �, ,
SNEADS FERRY, NORTH CAROLINA (31-8037) 34.55 N 77.4 W 49 feet
from 'Precipiuton-Frequency Adu of Ne United Sutee" NO" Ads. 14. Vdume 2, Version 3
G M. B®nin, D, Martin, B. ua T. Pazybok, M.Yekta end D. Rilry
NOAA, National Weather Service, Silver Spdn& Muylad, 2004
Fauacld: Wad Nor, 112009
confidence L Imils
(' SeaSr' onal' 1 y
, ` y Locati� on p '.
Othr' er Info.
GIS data
Maps
Doo&
R
Precipitation Frequency Estimates (inches)
(A an
19i11
�nla
min
min
m n10
]min
3 hr
6 hr
12 hr
24 hrhr
4 hr
4 deer
7 day
�
d
0.49
0.79
0.99
1.35
1.69
2.06
2.23
2.72
3.21
3.68
4.28
4.75
5.48
6.06
7.98
9.79
12.33
14.975
0.59
0.94
1.16
1.63
2.04
2.52
2.72
3.31
3.91
4.48
5.17
5.75
6.60
227
9.49
11.64
14.60
17.63
0.69
1.10
1.39
1.97
2.53
3.20
3.47
4.25
5.04
5.79
6.65
7.31
6.30
9,01
1 L55
I4.00
IZ43
20.80
10
0.77
i.22
I,55
2.24
2.92
3.77
4.12
5.04
6.01
6.91
7.91
8.60
9.70
10.44
13.23
I5.88
19.75
23.34
25
0.87
1.38
1.75
2.59
3.45
4.57
5.05
6.20
7.44
8.56
9.62
10.49
11.72
12.50
15.62
18.48
23.01
26.80
50
0.94
1.50
L90
2.86
3.87
5.22
5.85
Z19
8.69
9.98
11.49
12.09
13.41
14.21
17.58
20.57
25.66
29.52
100
1.02
1.62
2.04
3.13
4.31
5.93
6.71
8.29
10.07
11.56
13.34
13.83
15.22
16.04
19.64
22.69
28.40
32.28
200
1.09
1.73
2.19
3.41
4.78
6.69
7.66
9.49
11.61
13.32
15.41
15.72
17.17
I8.00
21.82
24.88
31.26
35.07
500
1.19
1.89
2.37
3.78
5.42
7.77
9.05
11.28
13.91
15.94
18.55
18.80
19.99
20.80
24.88
27.86
35.22
38.84
]000
1.27
2.00
2.52
4.07
5.95
8.66
10.23
12.79
15.91
18.19
21.26
21.44
22.32
23.11
27.34
30.22
38.38
41.74
' These precipitation frequency es6mama are based on a P&IIdl juraW 5ak8 Aid is the Average Resonance Interval.
Plena MarioNOAA Atlas 14 Dreurem her maa hEwmatlon. NOTE: Fomating bone esEmates rear tap te eppew a tap.
* Upper bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
(yRlro m n m n mm onto min in ITIThr hr ha de de day 11 day 11 day 11 day 11 site
�1
0.5J
0.65
1.07
1.46
1.82
2.21
2.39
2.94
3.52
4.05
4.75
5.27
6.03
6.67
8.67
10.56
13.45
16.09
�2
0.63
I.01
1.27
1.75
2.20
2.70
2.92
3.59
4.28
4.93
5.76
6.38
7.25
8.01
10.32
12.54
15.91
19.01
F3
0.74
1.18
1.49
2.12
2.72
3.43
3.72
4.59
5.49
6.35
7.38
8.10
9.11
9.90
12.54
15.06
19.02
22.41
10
0.82
1.32
1.67
2.41
3.14
4.04
4.41
5.45
6.56
7.55
8.78
9.52
10.63
11.46
14.34
17. 99
21.56
25.11
25
0.93
1.48
L88
2.78
3.70
4.88
5.39
6.68
8.09
9.35
10.88
11.57
12.78
13.68
16.89
19.88
25.15
28.62
50
L01
1.61
2.04
3.07
4.16
5.59
6.24
7.75
9.43
10.89
12.74
13.31
14.64
15.56
19.00
22. I6
28.04
31.76
100
1.09
1.74
2.20
3.37
4.64
6.35
7.16
8.91
10.91
12.59
14.79
15.24
16.63
17.56
21.26
24.47
EJfl
34.72
200
LIB
1.87
2.36
3.67
S.IS
Z 16
8.18
10.22
12.57
14.51
17. 14
17.36
i 8.78
19.75
23.66
26.89
E1fl
37.84
500
1.29
2.04
2.57
4.09
5.86
8.34
9.69
12.15
15.09
17.41
20.69
20.87
22.04
22.99
27.19
30.30
F38--6-71
42.14
1000
1.38
2.17
2.73
4.42
6.45
9.33
10.99
13.81
17.29
19.98
23.83
23.99
24.78
25.66
30.00
32.99
42.34
45.53
The upper bound of the confidence, Interval a 90% confidence evel is the value which 5%of the simulated quaNle values for a given frequency se greater than.
-These precipitation bequency ntlmalm we oared on a portal duration sales. ARI is the Average Recurrence Interval,
please risen to NOAA Ate 14 Occurrent be more WonreEon. NOTE FomWtltp previous aNmates new zap b appear in rate
* Lower bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
FAR
hr hr hr h8 de day
(y alra) mio mio m o m n m o ig Itte day ley day day day
=1
0.46
0.74
0.92
1.26
1.57
1.93
2.09
2.53
2.95
3.36
3.88
4.30
5.00
5.55
7.37
9.13
11.41
13.98
=
OSS
0.87
L10
1.52
1.90
2.35
2.55
3.07
3.58
4.11
4.69
5.21
6.03
6.65
8.77
10.8-6
13.49
16.49
0
0.64
1.02
1.29
1.83
2.35
2.98
3.24
3.92
4.60
5.31
6.00
6.60
7.57
8.22
10.62
13.03
16. 88
19.41
10
0.71
1.14
1.44
2.08
2.71
3.49
3.82
4.65
5.47
6.30
7.11
7.74
8.81
9.48
12.15
14.75
18.19
21.74
25
0.80
L27
1.61
2.38
3.I8
4.21
4.66
5.67
6.72
7.74
8.76
9.39
10.60
11.30
14.25
17.12
21.08
24.84
SO
0.86
1.38
1.74
2.62
3.56
4.79
5.34
6.53
7.80
8.95
10.16
10.76
12.04
12,78
15.96
18.93
23.41
27.29
100
0.93
EE
1.67
2.86
3.94
5.40
6. 99
E45j
8.97
10.28
EE
12.20
13.56
14,34
17.73
20.80
25.75
29.68
200 I
0.99
L58
L99
3.10
4.34
6.04
6.89
8.45
10.22
11.70
13.33
13.73
I5.15
15.90
19.51
22.63
E1fl
32.07
500
1.07
1.70
2.13
EE
4.88
6.95
8.04
9.89
12.08
13.75
H7fl
16. 17
17.40
18.16
21.90
25.11
31.26
35.18
1000
1.13
1.79
2.24
3.63
5.30
7.69
8.99
11.10
13.62
15.46
17.72
18.20
19.19
19.92
23.84
27.00
33.71
37.54
-The low bound of as contldence interval a 90% confidence level
rumble value., for a given frequency are Ina than
ryFry 1 MAY 0 1 2013
F�
GY:
http://tidsc.nws.noaa. gov/cgi-binihdsclbuildout.perl?type=pf&units=us&series=pd&state...
11/11/2009

Precipitation Frequency Data Server
Page 2 of 3
Tbew prKotOon eagnrcytsbTAw are beset an a parbaI9sason manna series ARI b INe Awrape Recwreoce Isswl.
Pbaw refer b NOAA Atlas 14 Document N mac Isalmason. NOTE: Fomal6ng pm m m estunars near owe to Apes as mm.
{ Text 4ersion of tabl;T 7,1
Partial duration based Point Precipitation Frequency Estimates - Version: 3
34.55 N 77.4 W 49 ft
42
40
30
36
34
32
30 _ -
28 —
0
26
0 2/ -
c
22 _..._..__...___..-__.-......__ ...__........__........_., _.._. �_...____ _.._.._. _.-..._-_ ...-.___ -_ _.
20
� IB -
�. 16
m 14 -
i 12 '
L 10
4
2 - - -
B
l 2 9 10 23 50 10B 200 SBB 1000
Average Recurrence Interval (years)
Wed Nov 11 09823111 2009
ura on
-m n
_
48-hr -
-tlay
to -.I
4-day
m
13-min
ehr
7-day I
68-day -+_ -
30-in
10-day ,
60-min -«-
24-hr -m-
20-day -�
42
♦0
30
36
34
32
30
r 20
p 26
oe 24
c 22
20
10
6
n 14
u IZ
10
8
6
4
2
0
Partial duration based Point Precipitation Frequency Estimates - Version: 3
34.55 N 77.4 W 49 ft
�6�_..�-iir..eri■.ii.�i...NiN.),�
i�CCC�:'.�C�C�'.CC�'■9B::C
�eEMOM
M
0
mill
Omar
mwm
Wed Nov 11 99-25-11 2009
Average Recurrence Interval
(users)
1
2
100-
5 -1-
10
300
25
1000 -aN
Maps -
µY�
http://hdsc.nws.noaa.gov/cgi-binlhdsclbuildout.perl?type=pf&units=us&series=pd&state... 11 /11/2009

Precipitation Frequency Data Server
Page 3 of 3
These maps were pruduced mina a direst map request horn the
U S. Census Bureau Mapping and Cartatrathb Resources
Tlailha19CV9f.
Please reed jn more iafivmaaun
LEGEND
— State
— Connector
— County
W Stream
p Indian Resv
© Military Area
® Lake/Pond/Ocean p Hat tonal Park
— Street
= Other Park
Expressway
F-7 City
— Highway
U T--- County,, B mi
Scale 1:220503G
p eu
*average —true scale
d9tienas on plotter resoltlol
Other Maps/Photographs -
View tJ.�Oyd gilei_urlhophoto quad Mngie_LDOQ) covering this location from'rerraServer; USCS Aerial Photograph may also be available
front this site. A DOQ is a computer -generated image of an aerial photograph in which image displacement caused by terrain relief and cement
tilts has been removed. It combines the image characteristics of a photograph with the geometric qualities of a map. Visit the USGS for more information.
Watershed/Stream Flow Information -
Eiad_the_WateSshed for this location using the U.S. Environmental Protection Agency's site.
Climate Data Sources -
Precipitation frequency results are bared on data from a variety ofsources, but largely NCDC. The following links provide general information
about observing sites in the area, regardless of if their data was used in this study. For detailed information about the stations used in this study,
please refer to NOW Atlas 14 Document.
Using the National Climatic Data Center's (NCDCI station search engine, locate other climate stations within:
+/-30+1-30 minutes ,,,OR,,, }. Fl degrtse __ i of this location (34.55/-77.4). Digital ASCII data can be obtained directly from !L_ft)C
Hydrometeorel.giul Design studies Center
DOCNOA .ti.n.1 weemer Stevie¢
USS tut -West Higher,
Silver Spring, Me 20910
(301) 7 13-1669
Quesdaa7: HDSC.Duesdunl2roe..go,
Diu1jimsc
MAY O i 20n
http://hdsc.nws. noaa. gov/cgi-bin/hdsc/buildout.perl?type=pf&units=us&series=pd&state... 11 / 11 /2009

Hydrologic Soil Group-0nslow County, North Carolina
Hydrologic Soil Group
ST Wooten - Burton Park Lot 4
Hydrologic Soil Group —Summary by Map Unit—Onslow County, North Carolina (NC133)
Map unll symbol
Map unit name
I Rating
Acres in AOI
Percent of AOI
BeB
Ln
Baymeade fine sand, 0 to 6
percent slopes
Leon fine sand
LA
_
6.0
59.5%
4.1
40.5%
Totals for Area of Interest
10.0
100.0%
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff None Specified
Tie -break Rule: Higher
Natural Resources
Conservation Service
COMPOSITE SCS CN
WOODED = 30x59.5% + 77x40.5% = 49
OPEN SPACE = 39x59.5% + 80x40.5% = 56
Web Soil Survey
National Cooperative Soil Survey
�a ��q� 4/25/2013
`L.v Q Od' CL3 of 3
MAY 0 1 2013
BY:

Job File: K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW BURTON PARK LOT 4.PP
Rain Dir: K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\
--------------------------
--------------------------
JOB TITLE
Project Date: 4/14/2013
Project Engineer: WR
Project Title: ST Wooten Burton Park
Project Comments:
MAY 0 1 2013
SIN: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 8:22 AM 4/26/2013

Table of Contents
i
Table of Contents
+++++++++++*+*++++++++ MASTER SUMMARY ****+*****++++++++++++
Watershed....... Master Network Summary ............. 1.01
****************** DESIGN STORMS SUMMARY *******************
Onslow Type III Design Storms ...................... 2.01
++++++++++++*++**+++++ TC CALCULATIONS *********************
NORTH PRE.......
TC
Calcs ...........................
3.01
NORTH UT POST...
Tc
Calcs ...........................
3.03
SOUTH PRE.......
Tc
Calcs ...........................
3.05
SOUTH UT POST...
Tc
Calcs ...........................
3.07
TO BMP 1........
Tc
Calcs ...........................
3.09
TO BMP 2........
Tc
Calcs ...........................
3.11
+++++++++**++**+++++++ CN CALCULATIONS +****+*++++++++++++++
NORTH
PRE.......
Runoff
CN-Area .....................
4.01
NORTH
UT POST...
Runoff
CN-Area .....................
4.02
SOUTH
PRE.......
Runoff
CN-Area .....................
4.03
SOUTH
UT POST...
Runoff
CN-Area .....................
4.04
SIN:
Bentley PondPack (10.00.027.00)
8:22 AM
Bentley Systems, Inc.
4/26/2013

Table of Contents
ii
Table of Contents (continued)
TO BMP I........ Runoff CN-Area ..................... 4.05
TO BMP 2........ Runoff CN-Area ..................... 4.06
a aaa+a+«aaaaaa«aaaaaaa« POND VOLUMES **+a«wwwawawaaaa«www+aw
WET POND 1...... Vol: Elev-Area ..................... 5.01
WET POND 2...... Vol: Elev-Area ..................... 5.02
««««««««««aaaa++aaa+ OUTLET STRUCTURES ***«+««««w««+++a«a«««
Outlet 1........ Outlet Input Data .................. 6.01
Composite Rating Curve ............. 6.04
Outlet 2........ Outlet Input Data .................. 6.06
Composite Rating Curve ............. 6.09
S/N:
Bentley PondPack (10.00.027.00)
8:22 AM
ECEI E
MAY 0 1 2013
BY:
Bentley Systems, Inc.
4/26/2013

Type.... Master Network Summary Page 1.01
Name.... Watershed
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
fuL•I7l 01=big"EelN&8*i]:TZ 1 &uYif9uuy"-.0
Network Storm Collection: Onslow Type III
Total
Depth
Rainfall
Return Event
in
Type
RNF ID
1
3.6800
Synthetic
Curve
TypeIII
24hr
10
6.9100
Synthetic
Curve
TypeIII
24hr
25
8.5600
Synthetic
Curve
TypeIII
24hr
50
9.9800
Synthetic
Curve
TypeIII
24hr
100
11.5600
Synthetic
Curve
TypeIII
24hr
MASTER NETWORK SUMMARY
SCS Unit Hydrograph Method
(*Node=Outfall; +Node=Diversion;)
(Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt)
Return
HYG
Vol
Qpeak
Qpeak
Node
ID
Type
Event
ac-ft
Trun
hrs
CIS
NORTH
POST
JCT
1
-
.429
--
----
13.6000
---
--------
.35
NORTH
POST
JCT
10
.997
12.1500
3.22
NORTH
POST
JCT
25
1.310
12.3000
5.48
NORTH
POST
JCT
50
1.587
12.2000
8.63
NORTH
POST
JCT
100
1.902
12.1500
12.33
NORTH
PRE
AREA
1
.076
12.2000
.45
NORTH
PRE
AREA
10
.402
12.1500
4.47
NORTH
PRE
AREA
25
.622
12.1000
7.16
NORTH
PRE
AREA
50
.829
12.1000
9.73
NORTH
PRE
AREA
100
1.075
12.1000
12.73
NORTH
UT POST
AREA
1
.026
12.2000
.14
NORTH
UT POST
AREA
10
.146
12.1500
1.61
NORTH
UT POST
AREA
25
.228
12.1000
2.61
NORTH
UT POST
AREA
50
.306
12.1000
3.57
NORTH
UT POST
AREA
100
.398
12.1000
4.70
S/N:
Bentley PondPack (10.00.027.00)
8:22 AM
Max
Max WSEL Pond Storage
ft ac-ft
--------------------
Bentley Systems, Inc.
4/26/2013

Type.... Master Network Summary Page 1.02
Name.... Watershed
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
MASTER NETWORK SUMMARY
SCS Unit Hydrograph Method
(*Node=Outfall; +Node=Diversion;)
(Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left6Rt)
Max
Return
HYG
Vol
Qpeak
Qpeak
Max WSEL Pond Storage
Node ID
Type
Event
ac-ft
Trun
hrs
cfs
ft ac-ft
-----------------
*OUT POST
----
JCT
------
1
----------
1.713
--
---------
13.5500
--------
1.51
-------- ------------
*OUT POST
JCT
10
3.937
12.2000
24.53
*OUT POST
JCT
25
5.153
R
12.1500
38.80
*OUT POST
JCT
50
6.226
R
12.1500
50.55
*OUT POST
JCT
100
7.441
12.1500
63.20
*OUT PRE
JCT
1
.333
12.1500
2.18
*OUT PRE
JCT
10
1.705
12.1500
19.09
*OUT PRE
JCT
25
2.624
12.1000
30.36
*OUT PRE
JCT
50
3.487
12.1000
41.00
*OUT PRE
JCT
100
4.506
12.1000
53.44
SOUTH POST
JCT
1
1.284
13.4500
1.16
SOUTH POST
JCT
10
2.940
R
12.2000
21.37
SOUTH POST
JCT
25
3.843
R
12.1500
33.45
SOUTH POST
JCT
50
4.639
R
12.1500
42.01
SOUTH POST
JCT
100
5.539
R
12.1500
50.87
SOUTH PRE
AREA
1
.258
12.1500
1.74
SOUTH PRE
AREA
10
1.304
12.1500
14.62
SOUTH PRE
AREA
25
2.002
12.1000
23.20
SOUTH PRE
AREA
50
2.658
12.1000
31.27
SOUTH PRE
AREA
100
3.431
12.1000
40.70
SOUTH UT POST
AREA
1
.079
12.1500
.53
SOUTH UT POST
AREA
10
.400
12.1500
4.48
SOUTH UT POST
AREA
25
.614
12.1000
7.11
SOUTH UT POST
AREA
50
.814
12.1000
9.5B
SOUTH UT POST
AREA
100
1.052
12.1000
12.47
TO BMP 1
AREA
1
1.227
12.1000
14.31
TO BMP 1
AREA
10
2.565
12.1000
28.53
TO BMP 1
AREA
25
3.255
12.1000
35.70
TO BMP 1
AREA
50
3.850
12.1000
41.84
TO BMP 1
AREA
100
4.513
12.1000
48.66
SIN:
Bentley Pond Pack (10.00.027.00)
8:22 AM
MAY 01 2013
Bentley Systems, Inc.
4/26/2013

Type.... Master Network Summary Page 1.03
Name.... Watershed
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
MASTER NETWORK SUMMARY
SOS Unit Hydrograph Method
(`Node=Outfall; +Node=Diversion;)
(Trun= HYG Truncation: Blank -None; L=Left; R=Rt; LR=Left6Rt)
Max
Return
HYG
Vol
Qpeak
Qpeak
Max WSEL
Pond Storage
Node
ID
Type
Event
ac-ft
Trun
hrs
cfs
ft
ac-ft
TO
BMP 2
AREA
1
.412
-------
12.1000
--------
4.81
------
TO
BMP 2
AREA
10
.862
12.1000
9.58
TO
BMP 2
AREA
25
1.093
12.1000
11.99
TO
BMP 2
AREA
50
1.293
12.1000
14.06
TO
BMP 2
AREA
100
1.516
12.1000
16.35
WET
POND
1 IN
POND
1
1.227
12.1000
14.31
WET
POND
1 IN
POND
10
2.565
12.1000
28.53
WET
POND
1 IN
POND
25
3.255
12.1000
35.70
WET
POND
1 IN
POND
50
3.850
12.1000
41.84
WET
POND
1 IN
POND
100
4.513
12.1000
48.66
WET
POND
1 OUT
POND
1
1.205
13.5500
1.03
38.43
.783
WET
POND
1 OUT
POND
10
2.540
R
12.2000
17.70
39.15
1.122
WET
POND
1 OUT
POND
25
3.230
R
12.1500
26.43
39.38
1.233
WET
POND
1 OUT
POND
50
3.624
R
12.1500
32.65
39.53
1.307
WET
POND
1 OUT
POND
100
4.487
R
12.1500
38.79
39.66
1.376
WET
POND
2 IN
POND
1
.412
12.1000
4.81
WET
POND
2 IN
POND
10
.862
12.1000
9.58
WET
POND
2 IN
POND
25
1.093
12.1000
11.99
WET
POND
2 IN
POND
50
1.293
12.1000
14.06
WET
POND
2 IN
POND
100
1.516
12.1000
16.35
WET
POND
2 OUT
POND
1
.403
13.7500
.31
41.19
.271
WET
POND
2 OUT
POND
10
.851
12.5000
2.23
41.89
.470
WET
POND
2 OUT
POND
25
1.082
12.4000
4.07
42.18
.555
WET
POND
2 OUT
POND
50
1.282
12.3000
6.17
42.35
.607
WET
POND
2 OUT
POND
100
1.504
12.2500
8.51
42.51
.657
SIN: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 8:22 AM 4/26/2013

Type.... Design Storms
Name.... Onslow Type III
Page 2.01
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
Title... Project Date: 4/14/2013
Project Engineer; WR
Project Title: ST Wooten Burton Park
Project Comments:
DESIGN STORMS SUMMARY
Design Storm File,ID =
Storm Tag Name = 1
Onslow Type III
Data Type, File, ID = Synthetic Storm
Storm Frequency = 1 yr
Total Rainfall Depth= 3.6800 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step=
Storm Tag Name = 10
------------
TypeIII 24hr
1000 hrs End= 24.0000 hrs
Data Type, File, ID = Synthetic Storm TypeIII 24hr
Storm Frequency = 10 yr
Total Rainfall Depth= 6.9100 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
Storm Tag Name = 25
Data Type, File, ID = Synthetic Storm TypeIII 24hr
Storm Frequency = 25 yr
Total Rainfall Depth= 8.5600 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
Storm Tag Name = 50
Data Type, File, ID = Synthetic Storm
Storm Frequency = 50 yr
Total Rainfall Depth= 9.9800 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step=
Storm Tag Name = 100
_____________________________
TypeIII 24hr
1000 hrs End= 24.0000 hrs
Data Type, File, ID = Synthetic Storm TypeIII 24hr
Storm Frequency = 100 yr
Total Rainfall Depth= 11.5600 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End- 24.0000 hrs
rMA
R..vE �f/ E
Y 01 200
BY:
SIN: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 8:22 AM 4/26/2013

Type.... Tc Calcs
Name.... NORTH PRE
Page 3.01
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
........................................................................
........................................................................
TIME OF CONCENTRATION CALCULATOR
........................................................................
........................................................................
-----------------------------------------------------------------------
Segment
#1: Tc: User Defined
------------------------------------------------------------------------
Segment
#1 Time:
.1200 hrs
SIN:
Bentley PondPack (10.00.027.00)
Total Tc: .1200 hrs
8:22 AM
Bentley Systems, Inc.
4/26/2013

Type.... Tc Celts
Name.... NORTH PRE
Page 3.02
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
-- - - - -- ----- ---------------------------- -- -- -----
Tc Equations used...
------------------------------------------------------------------------
==== User Defined
Tc = Value entered by user
Where: Tc = Time of concentration
MAY 01 2013
BV:-_-------
S/N: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 8:22 AM 4/26/2013

Type....
Tc Calcs
Page 3.03
Name....
NORTH UT
POST
File....
K:\12\12-0330\120335.10-ST
Wooten Lot 4
Burton Park\H-H\STW Burton Park Lot 4.ppw
........................................................................
........................................................................
TIME OF CONCENTRATION CALCULATOR
........................................................................
........................................................................
Segment #1: Tc: User Defined
SIN:
Bentley PondPack (10.00.027.00)
Segment #1 Time: .1200 hrs
------------------------------
----------------------
Total Tc: .1200 hrs
8:22 AM
Bentley Systems, Inc.
4/26/2013

Type.... Tc Calcs
Name.... NORTH UT POST
Page 3.04
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
---------------------------------------------------------------------
Tc Equations used...
---------------------------------------------------------------------
==_= User Defined
Tc = Value entered by user
Where: Tc = Time of concentration
SIN:
Bentley PondPack (10.00.027.00)
8:22 AM
MAY 0 1 2013 Jd
BY;
Bentley Systems, Inc.
4/26/2013

Type.... Tc Calcs
Name.... SOUTH PRE
Page 3.05
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
........................................................................
........................................................................
TIME OF CONCENTRATION CALCULATOR
........................................................................
........................................................................
Segment #1: Tc: User Defined
Segment #1 Time: .1200 hrs
------------------------------------------------------------------------
S/N:
Bentley PondPack (10.00.027.00)
:7F1�
Total Tc: .1200 hrs
Bentley Systems, Inc.
4/26/2013

Type.... Tc Calcs
Name.... SOUTH PRE
Page 3.06
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
-------------------------------------------------------
Tc Equations used...
- - -- - - ---------------------------------- - - -------- - ----- - ----
___= User Defined
Tc = Value entered by user
Where: Tc = Time of concentration
FIEGEOVE
h1tiY 01 1113
SIN: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 8:22 AM 4/26/2013

Type.... Tc Calcs
Name.... SOUTH UT POST
Page 3.07
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
........................................................................
........................................................................
TIME OF CONCENTRATION CALCULATOR
........................................................................
........................................................................
Segment #1: Tc: User Defined
Segment #1 Time: .1200 hrs
--------------------------------------------------------------------
----------------------
Total Tc: .1200 hrs
S/N: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 8:22 AM 4/26/2013

Type.... To Calcs
Name.... SOUTH UT POST
Page 3.08
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
------------------------------------------------------------------------
Tc Equations used...
------------------------------------------------------------------------
==_= User Defined
To = Value entered by user
Where: To = Time of concentration
EGE0VE1
R MAY 0 1 2013
BY:
S/N: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 8:22 AM 4/26/2013

Type.... Tc Calcs
Name.... TO BMP 1
Page 3.09
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
........................................................................
........................................................................
TIME OF CONCENTRATION CALCULATOR
........................................................................
........................................................................
Segment #1: Tc: User Defined
--------------------------------------
SIN:
Bentley PondPack (10.00.027.00)
Segment #1 Time: .0830 hrs
-------------------------------
Total Tc: .0830 hrs
Calculated Tc < Min.Tc:
Use Minimum Tc...
Use Tc = .0833 hrs
8:22 AM
Bentley Systems, Inc.
4/26/2013

Type.... Tc Calcs
Name.... TO BMP 1
Page 3.10
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
_______________________ _____________________ __
Tc Equations used...
------------------------------------------------------------------------
==== User Defined
Tc = Value entered by user
Where: Tc = Time of concentration
SIN:
Bentley PondPack (10.00.027.00)
8:22 AM
ECE9VE
MAY 01 2013
BY:
Bentley Systems, Inc.
4/26/2013

Type.... Tc CaIcs
Name.... TO BMP 2
Page 3.11
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
TIME OF CONCENTRATION CALCULATOR
------------------------------------------------------------------------
Segment #1: Tc: User Defined
Segment #1 Time: .0830 hrs
------------------------------------------------------------------------
S/N:
Bentley PondPack (10.00.027.00)
Total Tc: .0830 hrs
Calculated Tc < Min.Tc;
Use Minimum Tc...
Use Tc - .0833 hrs
8:22 AM
Bentley Systems, Inc.
4/26/2013

Type.... Tc Calcs
Name.... TO BMP 2
Page 3.12
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
-----------------------------
Tc Equations used...
-----------------------------
==== User Defined
Tc = Value entered by user
Where: Tc = Time of concentration
I;- 1ECEIVE
MAY 0 9 20B
SIN: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 8:22 AM 4/26/2013

Type.... Runoff CN-Area
Name.... NORTH PRE
Page 4.01
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
RUNOFF CURVE NUMBER DATA
..........................................................................
..........................................................................
Soil/Surface Description
___-------
woods - good
open space - good
Impervious
Area Adjustment Adjusted
CN acres %C RUC CN
49 .610 49. 00
56 1.830 56.00
COMPOSITE AREA & WEIGHTED CN ---> 2.440 54.25 (54)
...........................................................................
...........................................................................
SIN: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 8:22 AM 4/26/2013

Type.... Runoff CN-Area
Name.... NORTH UT POST
Page 4.02
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
RUNOFF CURVE NUMBER DATA
..........................................................................
..........................................................................
-----------------------------------------------------------------------
Impervious
Area Adjustment Adjusted
Soil/Surface Description CN acres 8C SUC CN
-------------------------------- ------------- ----- ----- ------
wooded - good 49 .360 49.00
open - good 56 .570 56.00
COMPOSITE AREA & WEIGHTED CN ---> .930 53.29 (53)
...........................................................................
...........................................................................
S/N:
Bentley PondPack (10.00.027.00)
8:22 AM
rM
EOVE''
AY 01 200
BY:
Bentley Systems, Inc.
4/26/2013

Type.... Runoff CN-Area
Name.... SOUTH PRE
Page 4.03
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
RUNOFF CURVE NUMBER DATA
..........................................................................
..........................................................................
Impervious
Area Adjustment Adjusted
Soil/Surface Description CN acres &C %UC CN
------------------------- ---- ---------
woods - good 49 .630 49.00
open space - good 56 6.940 56.00
COMPOSITE AREA & WEIGHTED CN ---> 7.570 55.42 (55)
...........................................................................
...........................................................................
SIN:
Bentley PondPack (10.00.027.00)
8:22 AM
Bentley Systems, Inc.
4/26/2013

Type.... Runoff CN-Area
Name.... SOUTH UT POST
Page 4.04
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
RUNOFF CURVE NUMBER DATA
..........................................................................
..........................................................................
--------------------------------------------------------------------------
Impervious
Area Adjustment Adjusted
Soil/Surface Description CN acres %C %UC CN
-------------------------------- ------------- ----- ----- ------
wooded - good 49 .250 49.00
open - good 56 2.070 56.00
COMPOSITE AREA 6 WEIGHTED CN ---> 2.320 55.25 (55)
...........................................................................
...........................................................................
MAy 01 2013
SIN:
Bentley PondPack (10.00.027.00)
4:09 PM
Bentley Systems, Inc.
4/26/2013

Type.... Runoff CN-Area
Name.... TO BMP 1
Page 4.05
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
RUNOFF CURVE NUMBER DATA
..........................................................................
..........................................................................
--------------------------------------------------------------------------
Impervious
Area
Adjustment
Adjusted
Soil/Surface Description
CN
acres
%C 8UC
CN
-------------------------------
impervious
----
98
---------
4.020
----- -----
------
98.00
BMP
56
.640
51.00
77.42
open - good
56
.240
56.00
future impervious area
98
.160
98.00
COMPOSITE AREA & WEIGHTED CN --->
...........................................................................
...........................................................................
5.060
93.40 (93)
SIN:
Bentley PondPack (10.00.027.00)
4:09 PM
Bentley Systems, Inc.
4/26/2013

Type.... Runoff CN-Area
Name.... TO IMP 2
Page 4.06
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
RUNOFF CURVE NUMBER DATA
..........................................................................
..........................................................................
--------------------------------------------------------------------------
Impervious
Area
Adjustment
Adjusted
Soil/Surface Description
CN
acres
8C RUC
CN
------------------------------
impervious
----
98
---------
1.220
-
------
98.00
BMP
56
.400
50.00
77.00
future impevious
98
.080
98.00
COMPOSITE AREA & WEIGHTED CN --->
...........................................................................
...........................................................................
1.700
93.06 (93)
ECE9VENl
MAY 01 2013
BY:
S/N: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 4:09 PM 4/26/2013

Type.... Vol: Elev-Area
Name.... WET POND 1
Page 5.01
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
Elevation
Planimeter Area
Al+A2+sgr(A1*A2)
Volume
Volume Sum
(ft)
-----------------------------------------------------------------------
(sq.in) (sq.ft)
(sq.ft)
(ac-ft)
(ac-ft)
36.50
----- 14224
0
.000
.000
37.00
----- 16788
46465
.178
.178
38.00
----- 19063
53740
.411
.589
39.00
----- 20955
60005
.459
1.048
40.00
----- 22910
65776
.503
1.552
41.00
----- 26189
73594
.563
2.115
POND VOLUME EQUATIONS
* Incremental volume computed by the Conic Method for Reservoir Volumes.
Volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt.(Areal*Areal))
where: EL1, EL2 = Lower and upper elevations of the increment
Areal,Area2 = Areas computed for EL1, EL2, respectively
Volume = Incremental volume between EL1 and EL2
SIN:
Bentley PondPack (10.00.027.00)
4:09 PM
Bentley Systems, Inc.
4/26/2013

Type.... Vol: Elev-Area
Name.... WET POND 2
Page 5.02
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
Elevation
Planimeter Area
Al+A2+sgr(A1*A2)
Volume
Volume Sum
(Et)
-----------------------------------------------------------------------
(sq.in) (sq.ft)
(sq.ft)
(ac-ft)
(ac-ft)
40.00
----- 6078
0
.000
.000
40.50
----- 10473
24529
.094
.094
41.00
----- 11525
32984
.126
.220
42.00
----- 12962
36709
.281
.501
43.00
----- 14262
40820
.312
.813
44.00
----- 24104
56907
.435
1.249
POND VOLUME EQUATIONS
* Incremental volume computed by the Conic Method for Reservoir Volumes.
Volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt.(Areal*Areal))
where: EL1, EL2 = Lower and upper elevations of the increment
Areal,Area2 = Areas computed for EL1, EL2, respectively
Volume = Incremental volume between EL1 and EL2
1, MAv 0 9 202
BY.
SIN: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 8:22 AM 4/26/2013

Type.... Outlet Input Data
Name.... Outlet 1
Page 6.01
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
REQUESTED POND WS ELEVATIONS:
Min. Elev.= 36.50 ft
Increment = .10 It
Max. Elev.= 41.00 It
++++++++++++++++++++++++++++++++++++++++++++++
OUTLET CONNECTIVITY
++++++++++++++++++++++++++++++++++++++++++++++
---> Forward Flow Only (Upstream to DnStream)
<--- Reverse Flow Only (DnStream to UpStream)
< --- > Forward and Reverse Both Allowed
Structure No. Outfall E1, ft E2, ft
Orifice -Circular 00 ---> TW 36.500 41.000
Weir -Rectangular WO ---> TW 38.000 41.000
Weir -Rectangular W1 ---> TW 38.500 41.000
TW SETUP, DS Channel
S/N: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 8:22 AM 4/26/2013

Type.... Outlet Input Data
Name.... Outlet 1
Page 6.02
File.... K:\12\12-0330\120335.10-ST Wooten Lot 9 Burton Park\H-H\STW Burton Park Lot 9.ppw
OUTLET STRUCTURE INPUT DATA
Structure ID
Structure Type
--------------
# of Openings
Invert Elev.
Diameter
Orifice Coeff.
Structure ID
Structure Type
--------------
# of Openings
Crest Elev.
Weir Length
Weir Coeff.
Weir TW effects
Structure ID
Structure Type
--------------
# of Openings
Crest Elev.
Weir Length
Weir Coeff.
Weir TW effects
= 00
= Orifice -Circular
-1
= 36.50 It
.2083 ft
.600
= WO
= Weir -Rectangular
------------------
= 1
38.00 It
= 1.00 ft
3.100000
(Use adjustment equation)
= W1
= Weir -Rectangular
= 1
38.50 ft
= 9.00 ft
3.100000
(Use adjustment equation)
�aa3 EGEO \49 E
MAY 0 1 202
SIN: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 8:22 AM 4/26/2013

Type.... Outlet Input Data
Name.... Outlet l
Page 6.03
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
OUTLET STRUCTURE INPUT DATA
Structure ID = TW
Structure Type = TW SETUP, DS Channel
------------------------------------
FREE OUTFALL CONDITIONS SPECIFIED
CONVERGENCE TOLERANCES...
Maximum Iterations= 40
Min.
TW
tolerance =
.01
ft
Max.
TW
tolerance =
.01
ft
Min.
HW
tolerance =
.01
ft
Max.
HW
tolerance =
.01
ft
Min.
Q
tolerance =
.00
cfs
Max.
Q
tolerance =
.00
CIS
S/N: Bentley Systems, Inc.
Bentley Pond Pack (10.00.027.00) 8:22 AM 4/26/2013

Type.... Composite Rating Curve
Name.... Outlet 1
Page 6.04
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
*'*** COMPOSITE OUTFLOW SUMMARY """*
WS Elev,
Total Q
Notes
-------------
--------
Converge
------------------------
Elev.
Q
TW Elev Error
ft
cfs
ft +/-ft
Contributing
Structures
--------
36.50
-------
.00
--------
Free
-----
Outfall
--------------------------
None contributing
36.60
.01
Free
Outfall
00
36.70
.05
Free
Outfall
00
36.80
.07
Free
Outfall
00
36.90
.09
Free
Outfall
00
37.00
.10
Free
Outfall
00
37.10
.12
Free
Outfall
00
37.20
.13
Free
Outfall
00
37.30
.14
Free
Outfall
00
37.40
.15
Free
Outfall
00
37.50
.16
Free
Outfall
00
37.60
.16
Free
Outfall
00
37.70
.17
Free
Outfall
00
37.80
.lB
Free
Outfall
00
37.90
.19
Free
Outfall
00
38.00
.19
Free
Outfall
00
+WO
38.10
.30
Free
Outfall
00
+WO
38.20
.47
Free
Outfall
00
+WO
38.30
.69
Free
Outfall
00
+WO
3B.40
.94
Free
Outfall
00
+WO
38.50
1.21
Free
Outfall
00
+WO
+W1
38.60
2.38
Free
Outfall
00
+WO
+W1
36.70
4.28
Free
Outfall
00
+WO
+W1
38.80
6.66
Free
Outfall
00
+WO
+W1
38.90
9.41
Free
Outfall
00
+WO
+W1
39.00
12.49
Free
Outfall
00
+WO
+W1
39.10
15.84
Free
Outfall
00
+WO
+W1
39.20
19.45
Free
Outfall
00
+WO
+W1
39.30
23.28
Free
Outfall
00
+WO
+W1
39.40
27.32
Free
Outfall
00
+WO
+W1
39.50
31.55
Free
Outfall
00
+WO
+W1
39.60
35.95
Free
Outfall
00
+WO
+W1
39.70
40.52
Free
Outfall
00
+WO
+W1
39.80
45.24
Free
Outfall
00
+WO
+W1
39.90
50.11
Free
Outfall
00
+WO
+W1
40.00
55.11
Free
Outfall
00
+WO
+W1
40.10
60.24
Free
Outfall
00
+WO
+W1
40.20
65.48
Free
Outfall
00
+WO
+W1
ECEB E4
�9
MAY 0 1 2013
BY:
S/N: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 8:22 AM 4/26/2013

Type.... Composite Rating Curve
Name.... Outlet 1
Page 6.05
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
***** COMPOSITE OUTFLOW SUMMARY ****
WS
Elev,
Total
Q
Notes
-- Converge
---------------------
Elev.
Q
TW Elev
Error
ft
cfs
ft
+/-ft
Contributing
Structures
40.30
-------
70.84
--------
Free
-----
Outfall
--------------------------
00
+WO
+W1
40.40
76.30
Free
Outfall
00
+WO
+W1
40.50
81.86
Free
Outfall
00
+WO
+W1
40.60
87.51
Free
Outfall
00
+WO
+W1
40.70
93.25
Free
Outfall
00
+WO
+W1
40.80
99.07
Free
Outfall
00
+WO
+WI
40.90
104.97
Free
Outfall
00
+WO
+W1
41.00
110.94
Free
Outfall
00
+WO
+W1
SIN:
Bentley PondPack (10.00.027.00)
8:22 AM
Bentley Systems, Inc.
4/26/2013

Page 6.06
Type.... Outlet Input Data
Name.... Outlet 2
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
REQUESTED POND WS ELEVATIONS:
Min. Elev.= 40.00 It
Increment = .10 ft
Max. Elev.= 44.00 ft
OUTLET CONNECTIVITY
++++++++++++++«a«aah*4+++4++4#+«+4«««a#+##aaaa
---> Forward Flow Only (UpStream to DnStream)
<--- Reverse Flow Only (DnStream to UpStream)
< --- > Forward and Reverse Both Allowed
Structure No. Outfall El, ft E2, ft
Orifice -Circular 00 ---> TW 40.000 44.000
Weir -Rectangular W1 ---> TW 41.000 44.000
Weir -Rectangular WO ---> TW 42.000 44.000
TW SETUP, DS Channel
�ECEIVEl
�.E MAY 01 2013
SIN: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 8:22 AM 4/26/2013

Type.... Outlet Input Data
Name.... Outlet 2
Page 6.07
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
OUTLET STRUCTURE INPUT DATA
Structure ID = 00
Structure Type = Orifice -Circular
------------------------------------
# of Openings = 1
Invert Elev. = 40.00 ft
Diameter = .1250 ft
Orifice Coeff. _ .600
Structure ID = W1
Structure Type = Weir -Rectangular
------------------------------------
# of Openings = 1
Crest Elev. = 41.00 ft
Weir Length = 1.00 ft
Weir Coeff. = 3.100000
Weir TW effects (Use adjustment equation)
Structure ID = WO
Structure Type = Weir -Rectangular
------------------------------------
# of Openings = 1
Crest Elev. = 42.00 ft
Weir Length = 4.00 ft
Weir Coeff. = 3.100000
Weir TW effects (Use adjustment equation)
S/N:
Bentley PondPack (10.00.027.00)
RI &
Bentley Systems, Inc.
4/26/2013

Type.... Outlet Input Data
Name.... Outlet 2
Page 6.08
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
OUTLET STRUCTURE INPUT DATA
Structure ID = TW
Structure Type = TW SETUP, DS Channel
------------------------------------
FREE OUTFALL CONDITIONS SPECIFIED
CONVERGENCE TOLERANCES...
Maximum
Iterations=
40
Min.
TW
tolerance =
.01
ft
Max.
TW
tolerance =
.01
ft
Min.
HW
tolerance =
.01
ft
Max.
HW
tolerance =
.01
ft
Min.
Q
tolerance =
.00
cfs
Max.
Q
tolerance =
.00
cfs
S/N:
Bentley PondPack (10.00.027.00)
8:22 AM
MAY 0 1 20B
BY:
Bentley Systems, Inc.
4/26/2013

Type.... Composite Rating Curve
Name.... Outlet 2
Page 6.09
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
***** COMPOSITE OUTFLOW SUMMARY "'*
WS
Elev,
Total
Q
Notes
----------------
--------
Converge
-------------------------
Elev.
Q
TW Elev
Error
ft
cfs
ft
+/-ft
Contributing Structures
40.00
.00
Free
Outfall
_____________ __----
None contributing
40.10
.01
Free
Outfall
00
40.20
.02
Free
Outfall
QO
40.30
.03
Free
Outfall
00
40.40
.03
Free
Outfall
00
40.50
.04
Free
Outfall
00
40.60
.04
Free
Outfall
00
40.70
.05
Free
Outfall
00
40.80
.05
Free
Outfall
00
40.90
.05
Free
Outfall
00
41.00
.06
Free
Outfall
00
+W1
41.10
.16
Free
Outfall
00
+W1
41.20
.33
Free
Outfall
00
+W1
41.30
.54
Free
Outfall
00
+W1
41.40
.79
Free
Outfall
00
+W1
41.50
1.06
Free
Outfall
00
+Wl
41.60
1.34
Free
Outfall
00
+W1
41.70
1.64
Free
Outfall
00
+W1
41.80
1.94
Free
Outfall
00
+W1
41.90
2.25
Free
Outfall
00
+W1
42.00
2.56
Free
Outfall
00
+W1
+WO
42.10
3.26
Free
Outfall
00
+W1
+WO
42.20
4.28
Free
Outfall
00
+W1
+WO
42.30
5.50
Free
Outfall
00
+W1
+WO
42.40
6.86
Free
Outfall
00
+W1
+WO
42.50
8.35
Free
Outfall
00
+W1
+WO
42.60
9.95
Free
Outfall
00
+W1
+WO
42.70
11.64
Free
Outfall
00
+W1
+WO
42.80
13.41
Free
Outfall
00
+W1
+WO
42.90
15.24
Free
Outfall
00
+W1
+WO
43.00
17.14
Free
Outfall
00
+W1
+WO
43.10
19.09
Free
Outfall
00
+W1
+WO
43.20
21.09
Free
Outfall
00
+W1
+WO
43.30
23.13
Free
Outfall
00
+W1
+WO
43.40
25.20
Free
Outfall
00
+W1
+WO
43.50
27.31
Free
Outfall
00
+W1
+WO
43.60
29.44
Free
Outfall
00
+W1
+WO
43.70
31.59
Free
Outfall
00
+W1
+WO
SIN:
Bentley PondPack (10.00.027.00)
8:22 AM
Bentley Systems, Inc.
4/26/2013

Type.... Composite Rating Curve
Name.... Outlet 2
Page 6.10
File.... K:\12\12-0330\120335.10-ST Wooten Lot 4 Burton Park\H-H\STW Burton Park Lot 4.ppw
««««« COMPOSITE OUTFLOW SUMMARY ««««
WS Elev,
Total
Q
Notes
--------------
-------- Converge
------------------------
Elev.
Q
TW Elev Error
ft
cfs
ft +/-ft
Contributing Structures
--------
43.80
-------
33.76
-------- -----
Free Outfall
--------------------------
00 +W1 +WO
43.90
35.94
Free Outfall
00 +W1 +WO
44.00
38.13
Free Outfall
00 +W1 +WO
�T Ta EIV
MAy 01 202
SIN: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 8:22 AM 4/26/2013

Appendix A
A-1
Index of Starting Page Numbers for ID Names
_____ N -----
NORTH PRE... 3.01, 4.01
NORTH UT POST... 3.03, 4.02
_____ 0 _____
Onslow Type III... 2.01
Outlet 1... 6.01, 6.04
Outlet 2... 6.06, 6.09
S ----
SOUTH PRE... 3.05, 4.03
SOUTH UT POST... 3.07, 4.04
_____ T -----
TO BMP 1... 3.09, 4.05
TO BMP 2... 3.11, 4.06
_____ W -----
Watershed ... 1.01
WET POND 1... 5.01
WET POND 2... 5.02
SIN:
Bentley PondPack (10.00.027.00)
8:22 AM
Bentley Systems, Inc.
4/26/2013

4/26/13
Nath Cardina Secretaryof State
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 4/26/2013
here to:
Document Filings I File an Annual Report I
J Print a pre -populated Annual Report Form I Amended A Previous Annual Report I
C rporation Names
Name Name Type
NC S. T. WOOTEN CORPORATION LEGAL
NC S. T. WOOTEN CONSTRUCTION
PREV LEGAL
CO., INC.
B
isiness Corporation Information
SOSID: 0164800
Status: Current -Active
Effective Date: 3/19/1956
Citizenship: DOMESTIC
State of Inc.: NC
Duration: PERPETUAL
Annual Report Status: ADM REVIEW
RE
gistered Agent
Agent Name: WOOTEN JR, SETH T
Office Address: 3801 BLACK CREEK ROAD
WILSON NC 27893
Mailing Address: PO BOX2408
WILSON NC 27894
Principal
Office
Office Address: 3801 BLACK CREEK RD SE
WILSON NC 27893-9568
Mailing Address: PO BOX2408
WILSON NC 27894
Officers
Title: PRESIDENT
Name: CHRISTOPHERT. WOOTEN
Business Address: 4811 WIMBLEDON
WILSON NC 27896
Tiflo• CFr:RFTARV
EC;EIVtc'--�A
MAY 0 1 2013
BY:
wm.secretary.state.nc.us/capaafims/Cap.aspx?Pitemld=4857109 1/3

4/26/13
.d
North Carolina Secretaryot State
Name: WILLIAM R. DAWSON
Business Address: 403 GRAIL PLACE
GARNER NC 27529
Title: SECRETARY
Name: EDITH H. EDMONSON
Business Address: 8169 GLOVER ROAD
FOUNTAIN NC 27829
Title: SECRETARY
Name: DOUGLAS W GODWIN
Business Address: 3348 NC 91 HWY
WILSON NC 27893
Title: VICE PRESIDENT
Name: BRIAN F. GURGANUS
Business Address: 102 WINDSWEPT LANE
CARY NC 27511
Title: VICE PRESIDENT
Name: HENRY D. BUTTS JR.
Business Address: 3521 WHETSTONE
WILSON NC 27896
Title: VICE PRESIDENT
Name: NANCY W HAMMOCK
Business Address: 3001 FARMINGTON PLACE
WILSON NC 27896
Title: VICE PRESIDENT
Name: KEITH H MERRICK
Business Address: 1213 WAVERLY ROAD
WILSON NC 27896
Title: VICE PRESIDENT
Name: RICHARD E. VICK
Business Address: 7451 WOODBRIDGE
STANTONSBURG NC27883
Title: VICE PRESIDENT
Name: GREGORY N. NELSON
Business Address: 155 BENNETT PLAZA
CLAYTON NC 27520
Title: VICE PRESIDENT
Name: JONATHAN K. BIVEN
Business Address: 333 S. MAIN STREET
WAKE FOREST NC 27587
Class Shares
COMMON 50000
PREFERRED 450000
No Par Value
Par Value
0
0
MAY 0 9 2013
BY:
2/3

4/26/13
North Carolina Secretary of State
website is prodded to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
jE jMAY 01 2013
BY:_
3/3

i
Christine
From:
Nelson, Christine
Sent:
Monday, April 29, 2013 4:35 PM
To:
'Diaz, Jennifer'; Fisher, Ryan; Werenko, Dale; [e-mail]
Cc:
Russell, Janet; Scott, Georgette
Subiec
: RE: ST Wooton
Let me clarify - the second option ends in the Division issuing a letter (not a draft permit) acknowledging a complete
project, but would require the rest of the documents to be submitted in order for the permit to be approved. The
permit w ould be drafted internally but would not be issued until the proper paperwork is submitted. I am not aware
that this has been done before and could be tricky for both sides.
If you c n turn it around that quickly, Weds is fine. Please make sure to QA/QC the package. Often times when people
hurry to turn it around, numbers don't get updated, resulting in a lengthy letter requesting additional information.
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Piaz, Jennifer [mailto:jdiazOwithersravenel.com]
Sent: Monday, April 29, 2013 4:15 PM
To: Neon, Christine; Fisher, Ryan; Werenko, Dale; Butch(a)stwcoro.com
Cc: Russell, Janet; Scott, Georgette
Subject: RE: ST Wooton
Christi e,
Thanks for meeting with us today. We would like to take you up on the second option you offered —a draft permit until
the deed or purchase agreement can be submitted.
As for t�e wet pond designs, BMP #1 will likely still be an 85% pond with level spreader and filter strip but BMP #2 will
be upd ted to a 90%TSS removal efficiency pond.
The original application, level spreader / filter strip supplement form and O&M, along with the updated plans and
calcula ions will be ready to submit tomorrow. That would make the mail in date Wednesday May 1" if that works with
your schedule. Please let me know when you will be able to receive our application.
Thank
From: Nelson, Christine [mailto:christine.nelsonCalncdenr.gov]
Sent: Monday, April 29, 2013 2:14 PM
To: Fisher, Ryan; Diaz, Jennifer; Werenko, Dale; Butch(d)stwcoro.com
Cc: Ru sell, Janet; Scott, Georgette
Subje ST Wooton
All,
I hope included everyone. If not, please pass it on.

I spoke with Georgette, the Storrmwater Supervisor here in Wilmington, about the provided public notice. She
confirmed that without the purchase agreement, the permit would have to be issued to the county and later transferred
to ST Wooten. The other option that could be offered is to review the package and draft the permit but not issue the
permit until the deed or purchase agreement is in place. Instead, a letter acknowledging the complete project would be
issued which stipulates that the permit to ST Wooten will be issued once the required documentation is in place and
provided to the Division.
As for the vegetated filter strips required for the 85% ponds, this is addressed in 15A NCAC 02.1-1.1008(c)(4) which says:
Vegemtive filters designed in accordance with Paragraph (l) of this Rule are required from the overflow of all infiltration systems and
discharge of all stonnwater wet detention ponds. These filters shall be at least 30 feet in length, except where a minimum length of 50
feet is required in accordance with Ride. 1005(2)(b)(iii) of this Section;
Paragraph f of this same section includes the design criteria of the vegetated filters to be used for the pond discharge:
Vegetative Filter Requirements. Vegetative filters shall be used as a non-structural method jar providing additional infiltration,
filtering fpolhdants and minimizing stormwater impacts. Requirements for these filters are as follows:
(1) A distribution device such as a Swale shall be used to provide even distribution ofrunoff across the width of the vegetative
filter;
(2) The slope and length of the vegetative filter shall be designed, constructed and maintained so as to provide a non -erosive
velocity Olow through the filter for the 10 year storm and shall have a slope offive percent or less, where practicable; and
O Vegetation in the filter may be natural vegetation, grasses or artificially planted wetland vegetation appropriate for the site
Based on these linked sections of the rule, the vegetated filter strip to be provided for a 85% pond is to be based on the
10-year storm event.
Please I t me know if you have any questions about this and how you plan on addressing the filter strips for these two
ponds. Also, let Janet or I know when you think you might be ready so we can schedule a mail in date for this project.
Christin Nelson
Environ ental Engineer
State St rmwater Program
NC Divis on of Water Quality
127 Car Iinal Drive Ext.
Wilmington, NC 28405
Phone:d10-796-7323
Email coirespondence to and from this address is subject to the North Carolina Public Records Law
and may, be disclosed to third parties unless the content is exempt by statute or other regulation.

Icr
_J I
0 -1
�I�I11I1
I
C

01
WITHERS 6C� RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
JENNIFER C. DIAZ, PE, LEED-AP
ui MacKenan Drive I Cary, North Carolina 27511
tel: [phone] fax: 9i9.467.6008
direct: 919 535.5186
www.withersravenet.com
e-mail: [e-mail]
WITHERS � RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
RYAN FISHER, PE
11$ /MacKenan Drive I Cary, North Carolina 27511
tel:[phone] I fax:[phone]
direct: 919 535 5175
www.witherstavenet.com
e-mail: [e-mail]

Fa DENR Use ONLY RReviewer:GIJ �--ARA North Carolina Department of Environment and �1
Natural Resources $e'm"
NCDENR Request for Express Permit Review Time: : 00
confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (POF file) and vicinity map (same items expected in the application
package of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296.4698;alison.davidsorQncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791.4203; david.leeGDncdenr.gov
• Mooresville & Winston Salem Region - Patrick Grogan 704-235.2107 or patrick.arogan(rDncdenr.gov
• Washington Region -Lyn Hardison 252.948.3842 or lim.hardison(adnCdenrgov
• Wilmington Region -Janet Russell910-796.7302 or ianet.russell(a7ncdenr.pov
• Wilmington Region -Cameron Weaver 910-796-7303 or cameron.weavea_ncdenr uov
NOTE: Project application received alter 12 noon will be stamped in the following work day.
Project Name: ST WOOTEN - BURTON PARK LOT 4 County: ONSLOW
SW
SW
SW
SW
SW
Applicant: BUTCH LAWTER Company: ST WOOTEN CORPORATION
Address: 3801 BLACK CREEK ROAD City: WILSON, State: NC Zip: 27893-_ O c,e-49*i
Phone: [phone], Fax: [phone], Email: [e-mail]
Physical Location:BURTON PARK BOULEVARD
Project Drains into UNNAMED TRIBUTARY TO NEW RIVER waters — Water classification C-NSW (please visit here to look up stream classification)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N, within Y2 mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters? N
EngineerlConsultant: DALE WERENKO Company: WITHERS & RAVENEL t� B p pr.,,
Address: 115 MACKENAN DRIVE City: CARY, State: NC Zip: 27511-_ t a o0' IC F
Phone: [phone], Fax: [phone]. Email: [e-mail] APR 9 2��3
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER: _ BY:__
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization El Minor Variance El Major General Variance
❑ State Slormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ It Curb Oullet Swales ❑ Off -site [SW _ (Provide permit #)]
® High Density -Detention Pond 2 # Treatment Systems ❑ High Density -infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ElHigh Density —SW Wetlands _ # Treatment Systems
El High Density -Other _ # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 9 acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ® No
Received from US ACOE ❑ Yes ® No
Buffer Impacts: ® No ❑ YES: _acre(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
For DENR use only
Fees lit for multiplepermits: Check# Total Fee Amount $
SUBIAn TALDATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance( Maj; Min)
$
SW ( HD, L0, ❑ Gen)
$
401:
$
LQS
$
Stream Deter—
$
NCDENR EXPRESS June 2011

I
NCPIN6,43,57.�6,9,7,4�17 M D,
DR 130 K �2'
ST
-N.-VAFF
I

S.T. WOOTEN CONCRETE PLANT — BURTON INDUSTRIAL PARK
(ONSLOW COUNTY)
STORMWATER NARRATIVE
April 19, 2013
The ST Wooten Concrete Plant is a proposed 13.13-acre industrial development located
on Burton Park Boulevard, approximately 1/10 mile southeast of the intersection of
Burton Park Boulevard and Hines Farm Road, and approx. % mile east of the intersection
of Richlands Highway (NC-24) and Hines Farm Road, in Onslow County, North
Carolina. The site is currently undeveloped but is part of the previously approved Burton
Industrial Park. There is no existing impervious area on site. The main entrance to the site
will be located on Burton Park Boulevard; there is no proposed secondary entrance. The
site will use existing public utilities for water and sewer service. The project includes
development entirely on I parcel which will be established as a subdivision of a larger
existing parcel. The parent parcel is identified on Onslow County GIS Mapping. The
Parcel Identification Numbers and acreage based on GIS property lines for the parcel are
as follows.
4357.02.69.7417 (543.61 ac)
Total GIS Arca = 543.61 acres
Calculations are attached which document the anticipated stormwater runoff volume
generated by 1.5 inches of rainfall for the purpose of preliminary BMP sizing.
The site generally drains from west to east. There is a drainage ditch along the eastern
property line which is non -jurisdictional and will be used as a conveyance in the post
development condition. The site drains to lowlands and wetlands tributary to the New
River, which is classified as C, NSW at the confluence point. The project's proposed
grading plan will maintain natural runoff patterns to the maximum extent practicable.
The site is located approximately 13.50 miles northwest of the point where the New
River is classified as SA, HQW. The site is located approximately 4.0 miles northwest of
the Upper New River Primary Nursery Area (0.103 13 c xv). Site vicinity maps showing
primary nursery areas and stream classifications are attached.
Based on site investigations by Hal Owen (licensed soil scientist) and previous USACoE
Jurisdictional Maps, the proposed site contains no natural wetlands. There are wetlands
present on the parent tract, but no additional impacts will occur during construction of
this development beyond what was previously permitted for construction of the
roadways.
Stonnwater permitting for the site will be conducted in accordance the current coastal
stormwater regulations.
Based on the current master plan, the entire site contains a development built upon area
density of approximately 44%. The BUA limit for low density projects that are not within
ECEQVEl n
APR 19 2013
BY:

h
�y
3n
i
� Wiz`
ti

one-half mile and draining to class SA waters is 24%. Therefore the project as a whole
will be permitted as a high density project. Per the Coastal Stormwater Regulations, the
site will require structural Best Management Practices (BMPs) to control and treat the
runoff generated by 1.5 inches of rainfall. Two stormwater wet ponds are proposed for
the site, and both will be designed to remove 85% of Total Suspended Solids in the
runoff. Each BMP will utilize level spreaders and filter strips on the low -flow outlet
pipes.
There are no stream buffers, jurisdictional surface waters or wetlands on site. The site is
not subject to CAMA restrictions.
Preliminary soil tests have been completed by I lal Owen and indicate primarily well
drained sandy loam soils. The seasonal high water table is within 26" of the surface in the
area of proposed BMP I and within 14" of the surface in the area of proposed BMP 2,
which will make infiltration basins difficult to design and permit. For that reason, we
anticipate using wet ponds with the normal pool elevation set at the Seasonal High Water
Table elevation. A site visit has been completed with Vincent Lewis and the SHWTs for
each BMP have been verified.
The site is also subject to NPDES Industrial Wastewater discharge regulations. A
monitoring plan will be developed in accordance with NCG-14 for ready mix concrete
plants.
�''i APR 1 9 202

Vlll. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer.Rvan Fisher, PE
Consulting F
Mailing Add
City:Cary State:NC Zip:27511
Phone: [phone] Fax: [phone]
Einail:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, has been filled out, complete t
section) ' Dh�
41-
1, (print or type name ofperson listed in Contact Information, item 2a) IeffHudson, County Manager , certify that I
own the property identified in this permit application, and thus give permission to (print or type name ofperson
listed in Contact Information, item la) Henry D. Butts, Jr. with (print or type name of organization listed in
Contact Information, item la) S.T. Wooten Corporation to develop the project as currently proposed. A copy of
Z has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner 1 acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 43-215.1 and may result in appropriate enforcement action including
the assessment of civil pe Itiesyf up to C ,0 0 per day, pursuant to NCGS 143-215.6. %� f
Signature: S'/%�\ �F 1 Date:
I, 'Sp _ a Nota Public for the State of -Nor- A C 4m li na-County of
do hereby certify that �t°i#re-q u wd bon personally appeared
before me thisg,�`day of —Ap11 ID� ledge thed�/u�p ex(gcution of the application for
a stormwater permit. Witness my hand and official seal, �%L(A — eye
(7 f,CLC—
tiOTARy.
MY COMM. Fop.
12-26-2017
p' BLIC
SEAL
My commission expires /) " 07610/I" 07610/ I
FormSWU-101 Version06Aug2012
Page 6 of 7

NOTICE OF PUBLIC HEARING
The Onslow County Board of Commissioners will hold a public hearing at its regular meeting on
Monday, May G, 2013 at 7:00 PM in the Council Chambers, Jacksonville City Hall, 815 New Bridge
Street, Jacksonville, North Carolina, to consider an economic development project involving the
expansion of a business pursuant to NCGS 158-7.1. S.T. Wooten Corporation is considering relocating
and expanding its ready mix concrete plant and recycling operation in Onslow County with a total
investment of $ 2,020,000 and the creation of approximately six new jobs within the first year with an
average weekly wage of $623. The Board will discuss and conduct a public hearing on the company's
offer to purchase a 10 acre parcel of county -owned land (a portion of Lot 4) located in Burton Industrial
Park, Burton Park Blvd., Jacksonville, North Carolina at the fair market value of $200,000 ($20,000 per
acre) in consideration of a five year option to purchase an approximately 30 acre parcel of land located on
a mutually agreeable site within Burton Park at the fair market value of $20,000 per acre, less $220,000
and modification of restrictive covenants. If the option is exercised, the company may expand to locate an
asphalt plant. Upon exercise of the option, Lot 4 would revert to the County. The tax value of the site
improvements, including site preparation and utilities, and business personal property is estimated to
exceed $1,800,000.
All interested citizens are invited to attend and present their views.
Posted: April 22, 2013
Julie S. Wand
Clerk to the Board of Commissioners
for the County of Onslow, North Carolina

Nelson, Christine
From: Nelson, Christine
Sent: Monday, April 29. 2013 2:14 PM
To: '[e-mail]'; '[e-mail]'; '[e-mail]';
'[e-mail]'
Cc: Russell, Janet; Scott, Georgette
Subject: ST Wooton
All,
hope I included everyone. If not, please pass it on.
I spoke with Georgette, the Storrmwater Supervisor here in Wilmington, about the provided public notice. She
confirmed that without the purchase agreement, the permit would have to be issued to the county and later transferred
to ST Wooten. The other option that could be offered is to review the package and draft the permit but not issue the
permit until the deed or purchase agreement is in place. Instead, a letter acknowledging the complete project would be
issued which stipulates that the permit to ST Wooten will be issued once the required documentation is in place and
provided to the Division.
As for the vegetated filter strips required for the 85% ponds, this is addressed in 15A NCAC 02.H.1008(c)(4) which says:
Vegetative filters designed in accordance with Paragraph (0 of this Rule are required from the overflow of all infiltration
systems and discharge of all stormwater wet detention ponds. These filters shall be at least 30 feet in length, except
where a minimum length of 50 feet is required in accordance with Rule .1005(2)(b)(iii) of this Section;
Paragraph f of this same section includes the design criteria of the vegetated filters to be used for the pond discharge:
Vegetative Filter Requirements. Vegetative filters shall be used as a non-structural method for providing additional
infiltration, filtering of pollutants and minimizing stormwater impacts. Requirements for these filters are as follows:
(1) A distribution device such as a swale shall be used to provide even distribution of runoff across the width of
the vegetative filter;
(2) The slope and length of the vegetative filter shall be designed, constructed and maintained so as to provide a
non -erosive velocity of flow through the filter for the 10 year storm and shall have a slope of five percent or less,
where practicable; and
(3) Vegetation in the filter may be natural vegetation, grasses or artificially planted wetland vegetation appropriate
for the site characteristics.
Based on these linked sections of the rule, the vegetated filter strip to be provided for a 85% pond is to be based on the
10-year storm event.
Please let me know if you have any questions about this and how you plan on addressing the filter strips for these two
ponds. Also, let Janet or I know when you think you might be ready so we can schedule a mail in date for this project.
Thanks,
Christine
Christine Nelson
Environmental Engineer
State Stormwater Program
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Phone:[phone]
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.

0 1
50 i )0501
DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
Complete and email this form to [e-mail]. If there are more than 7 areas to be tested,
attach a second sheet.
State Soil Scientist Confirmation Visit date/time:
Project Name: 6urion Indus 4rial County: &LS400
Street Address: fi l(r2ION �/9/tt K Qv(14 4-1 Ak'�
Directions from the nearest intersection of two major roads:
ftnn Nc ay & LAA1 FBsT �N No/1iHc/4u7 ('c21?A
%yd/) _ rUfl,v ` C.--1 A0 /--7.v W. d �lAP.,Av !iu/0 G EFr o u 6d.P Kati �tAf
>7 acre being disturbed? ❑YES ❑NO CAMA Major required? []YES [—]NO
Consultant Name: H41 Owen Phone: g(2'/ S_d of
Consultant Firm Name: Hat Owen � R55oc-4fe-�, :nc.
Bore
Difference (a m
Max. lowest bottom
Infiltration Rate OI
Fnr nrniacts rpnnirinn more than S hand borings. manpower or eauioment t<
conduct the excavation must be provided by the consultant.
'State. Soil Scientist Use ONLY
_ k lj Yon g (0 4 6 "
Required Attachments:
1. Legible vicinity map.
2. Complete Soils Report.
3. PDF formatted site plan with the boring locations to be tested. Site plans should
be emailed or hand -delivered only. Illegible faxed maps will not be accepted.
All proposed infiltration areas and existing, active utility lines located within the proposed
basin4rench 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 professiona). The Soils Scientist will only
verify the soil conditions that are reported in the Soils Report, and make a determination as to
the suitability of the site to meet the infiltration design requirements under NCAC 2H.1000, and
assumes no liability should the system fail.
S:\WQS\STORMWATER\FORMS\infiltration site visit Revised 3/08

HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400, 266 Old Coats Road
Lillington, NC 27546-0400
Phone [phone] / Fax [phone]
www. ha lowensoi l.com
15 April 2013
Mr. Butch Lawler
S.T.Wooten Corporation
PO Box 2408
Wilson, NC 27894-2408
Reference: Soil Scientist Investigation for Stormwater
Burton Industrial Park Plant Site
Dear Mr. Lawter,
A site investigation has been conducted for the above referenced project, located on
Burton Park Boulevard, Onslow County, North Carolina. The purpose of this investigation was
to determine the depth to evidence of a seasonal high water table in the area proposed for a
stormwater basin. All soil characteristics were described in accordance with the USDA Field
Book for Describing and Sampling Soils. This report represents my professional opinion as a
Licensed Soil Scientist.
Auger borings were advanced at two locations at the site (Figure 1)..Soil morphological
characteristics indicating a seasonal high water table (SI-IWT) were observed at 26 inches at
location #1 and at 20 inches at location 42. Soil profile descriptions were collected at each
location and are attached to this report.
I appreciate the opportunity to provide this service and trust that you will feel free to call
on me again in the future. If you have any questions or need additional information, please
contact me at your convenience.
SincJWA/-�
erely
Hal Owen
Licensed Soil Scientist
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
Soil Scientist Investigation for Stormwater
Burton Industrial Park Plant Site
8 April 2013
Figure I
I Soil Profile #1 1
7 / o
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWI N & ASSOCIATES, INC.
SOIL PROFILE DESCRIPTIONS
FOR
STORMWATER MANAGEMENT DEVICES
PROJECT NAME: S.T. Wooten - Burton Site PROPOSED FACILITY: Wet Pond
LOCATION OP SITE: Burton Park Boulevard COUNTY: Onslow
EVALUATED BY: Hal Owen, NC Licensed Soil Scientist DATE EVALUATED: 1 I April 2013
WALUATION METHOD: Auger Boring ®, Pit ❑
PROFILE: I
HORIZON
DEP'H-I
(IN)
MATRIX
MOTTLES
TEXTURE
STRUCTUM7
CONSIS-
TENCE
PIRMEABIL
I'1'Y(IN/HR)
NOTES
A
0-5
10YR 4/1
salt & pepper
50150
fiSL
2 M GR
V17R
Bwl
5-22
IOYR 6/6
SI-
2 M SI3K
IR
13w2
22-26
I OYR 8/6
Si-
I M SBK
FR
C
26-36
I OYR 8/2
LS
AWI'
26 inches
SHWI'
26 inches
SLWT
SLOPE
2 %
DRAINAGE
SOIL SERIES
VEGETATION
COMMENTS:
normal conditions, heavy rain six days ago.
PROFILE: 2
HORIZON
DEPI11
(IN)
MATRIX
MO'I'I'LLS
TEXTURE
S'I'RUC'I'UR1?
CONSIS-
TENCE
PERMEABII"
ITY (IN/HR)
NOTES
Al
0-10
10YR 2/2
fiSL
2 M GR
FR
A2
10-14
I OYR 3/2
I OYR 4/2
LS
2 M GR
FR
Bwl
14-20
I OYR 513
I OYR 42
1-S
2 M GR
FR
Bw2
20-24
10YR 6/3
10YR 52
I-S
2 M GR
FR
Bw3
24-30
I OYR 6/3
10YR 62
LS
2 M GR
FR
C
3042
10YR 62
10YR 42
I-S
SG
FR
AWT
20 inches
SIiW'I'
20 inches
SI-WT
SLOPE
DRAINAGE
SOIL SERIES
VEGE'rA'HON
COMMENTS:
Site appears to he in normal/typical hydrology state
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATGS, INC.
LEGEND OF ABBREVIATIONS FOR SOIL PROFILE DESCRIPTIONS
TEXTURE
MOIST CONSISTENCE
S - Sand
L - Loose
LS - Loamy Sand
VFR - Very Friable
SL - Sandy Loam
FR - Friable
L - Loam
Fl - Firm
SCL - Sandy Clay Loam
VFI - Very Firm
CL -Clay Loam
LFI - Extremely Finn
SiL -Silt Loam
Si - Silt
SiCL- Silt Clay Loam
SC - Sandy Clay
AWT — Apparent Water Table
C - Clay
SH WT — Seasonal High Water Table
SiC - Silty Clay
SLWT —Seasonal Low Water Table
O - Organic
MOTTLES
f — few 1 - tine F - Faint
c — common 2 - medium D - Distinct
in — many 3 - coarse P - Prominent
STRUCTU11E
0 - structureless
VF
- very fine
G
- Single Grain
1 - weak
F
- fine
M
- Massive
2 - moderate
M
- medium
CR
- Crumb
3 - strong
C
- coarse
GR
- Granular
VC
- very coarse
SBK
- Subangular Blocky
ABK
- Angular Blocky
PL
- Platy
PIZ
- Prismatic
Soil Science Investigations • Wetland Delineations, Pennitting, and Consulting

Couple Wears Duct Tape Outfits to Prom - ABC News S1�—*q"I�—Page 4 of 4
e im
SuUse ONLY R
FWA North Carolina Department of Environment and Submit
Natural Resources : oe
NCDENR Request for Express Permit Review rime:
Confirm: — to
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
package of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828.296.4698;alison.davidson(CDncdenr.aov
• Fayetteville or Raleigh Region -David Lee 919-7914203; david.lee(aDncdenr.aov
• Mooresville & Winston Salem Region - Patrick Grogan 704-235-2107 or patrick.gronan(dricdenr.gov
• Washington Region -Lyn Hardison 252-948-3842 or lvn.hardisonAmcdenr aciv
• Wilmington Region Janet Russell 910-796.7302 or lanet.russell(rDncdenr.aov
• Wilmington Region -Cameron Weaver 910-796.7303 or cameron.weaveKdncdenr.aov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: ST WOOTEN - BURTON PARK LOT 4 County: ONSLOW
SW
SW
SW
SW
SW
Applicant: BUTCH LAWTER Company: ST WOOTEN CORPORATION O C � ' ' 1
Address: 3801 BLACK CREEK ROAD City: WILSON State: NC Zip: 27893
Phone: [phone], Fax: [phone], Email: [e-mail]
Physical Location:BURTON PARK BOULEVARD
Project Drains into UNNAMED TRIBUTARY TO NEW RIVER waters - Water classification C-NSW (please visit here to look up stream classification)
Project Located in WHITE OAK River Basin. Is project draining to class ORIN waters? N, within Y2 mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: HUNTER C. FREEMAN Company: WITHERS & RAVENEL
Address: 115 MACKENAN DRIVE City: CARY, State: NC Zip: 27511-_ RECEIVE`
e•
Phone: [phone], Fax: [phone], Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY APR 0 9 2013
N Scoping Meeting ONLY N DWO, ❑ DCM, N DLR, ❑ OTHER: _
DV.
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear it or _acres)
❑ Riparian Buffer Authorization El Minor Variance ❑ Major General Variance
❑ State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. . ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
N High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
ElHigh Density -Other _ # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit u)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes N No
Wetlands Delineation has been completed: N Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes N No
Received from US ACOE ❑ Yes N No
Buffer Impacts: N No ❑ YES: _acre(s)
Isolated wetland on Property El Yes ❑ No
404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit
For DENR use only
Fee SDlil (or MURIDle Dermlts: (Check 0 1 Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMRTAL DATES
Fee
CAMA
i
$
Variance( Maj; El Min)
$
SW ( HD, ❑ L0, LJ Gen)
$
401:
$
LQS
$
Stream Deter,_
$
NCDENR EXPRESS June 2011
hup://abcnews.go.com/blogslentertainmentl20l3/04/couple-wears-duct-tape-outfits-to-prom/ 4/2/2013

"S'.T. WOOTEN CONCRETE PLANT —BURTON INDUSTRIAL PARK
(ONSLOW COUNTY)
STORMWATER NARRATIVE
April 9, 2013
The ST Wooten Concrete Plant is a proposed 13.13-acre industrial development located
on Burton Park Boulevard, approximately 1/10 mile southeast of the intersection of
Burton Park Boulevard and Hines Farm Road, and approx. %2 mile cast of the intersection
of Richlands Highway (NC-24) and Hines Farm Road, in Onslow County, North
Carolina. The site is currently undeveloped but is part of the previously approved Burton
Industrial Park. There is no existing impervious area on site. The main entrance to the site
will be located on Burton Park Boulevard; there is no proposed secondary entrance. The
site will use existing public utilities for water and sewer service. The project includes
development entirely on 1 parcel which will be established as a subdivision of a larger
existing parcel. The parent parcel is identified on Onslow County GIS Mapping. The
Parcel Identification Numbers and acreage based on GIS property lines for the parcel are
as follows.
4357.02.69.7417 (543.61 ac)
Total GIS Area = 543.61 acres
Calculations are attached which document the anticipated stormwater runoff volume
generated by. 1.5 inches of rainfall for the purpose of preliminary BMP sizing.
The site generally drains from west to east. There is a drainage ditch along the eastern
property line which is non -jurisdictional and will be used as a conveyance in the post
development condition. The site drains to lowlands and wetlands tributary to the New
River, which is classified as C, NSW at the confluence point. The project's proposed
grading plan will maintain natural runoff patterns to the maximum extent practicable.
The site is located approximately 13.50 miles northwest of the point where the New
River is classified as SA, HQW. The site is located approximately 4.0 miles northwest of
the Upper New River Primary Nursery Area (0.103 13 c xv). Site vicinity maps showing
primary nursery areas and stream classifications are attached.
Based on site investigations by Hal Owen (licensed soil scientist) and previous USACoE
Jurisdictional Maps, the proposed site contains no natural wetlands. There are wetlands
present on the parent tract, but no additional impacts will occur during construction of
this development beyond what was previously permitted for construction of the
roadways.
Stormwater permitting for the site will be conducted in accordance the current coastal
stormwater regulations.
Based on the current master plan, the entire site contains a development built upon area
density of approximately 44%. The BUA limit for low density projects that are not within

one-half mile and draining to class SA waters is 24%. Therefore the project as a whole
will be permitted as a high density project. Per the Coastal Stormwater Regulations, the
site will require structural Best Management Practices (BMPs) to control and treat the
nmoff generated by 1.5 inches of rainfall. One stormwater wet pond is proposed for the
site, and it will be designed to remove 85% of Total Suspended Solids in the runoff.
There arc no stream buffers on site. Because there are no jurisdictional surface waters or
wetlands on site, there are no vegetated buffer requirements as described in the coastal
stormwater rules. The site is not subject to CAMA restrictions.
Preliminary soil tests have been completed by Hal Owen and indicate primarily well
drained sandy loam soils. The seasonal high water table is within 18" of the surface in the
area of the proposed BMP, which will make infiltration basins difficult to design and
permit. For that reason, we anticipate using a wet pond with the normal pool elevation set
at the Seasonal Fligh Water Table elevation. The soil study is attached. A site visit has
been requested with Vincent Lewis to verify the SFIWT.
The site is also subject to NPDES Industrial Wastewater discharge regulations. A
monitoring plan will be developed in accordance with NCG-14 for ready mix concrete
plants.
EGE6VE`
APR 0 9 2013 ' ,4

N SUP mIT
DESIGN AND ENGINEERING SERVICES
Creatively Inspired - Technically Executed
www.summit-engineer.com
`,A Please consider the environment before printing.
WITHERS 0�RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
RYAN FISHER, PE
115 VfmacKenan Drive I Cary, North Carolina 27511
te1: 919-4693340 1 fax: [phone]
direct: 919.535 5175
www.withersravenel.com
email: [e-mail]
S.T. Wooten
Corporation
R. S. (Butch) Lawler, Jr., P.E.
Senior Engineer
Environmental Engineering
Site Development
PO Box 2408
Wilson, NC 27894-2408
252•291.5165
Fax252•243•0901
Email butch©stwcorp.com
Nextel 919.422.3182
Mobile [phone]
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
DALE WERENKO, PE, Ci
us MacKenan Drive I Cary, North Carolina 27511
tel: [phone] fax: [phone]
direct: 9E9.535 5171
www.withers raven a Lco m
e-mail: dwerenko®withersravenet-com
S.T. Wooten
Corporation
R. S. (Butch) Lawter, Jr., P.E.
Senior Engineer
Environmental Engineering
Site Development
PO Box 2408
Wilson, NC 27894-2408
252•291•5165
Fax 252•243•0901
Email butchQstwcorp. com
Natel 919.422•3182
Mobile [phone]

11 Jo 11 abed
HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400, Lillington NC 27546-0400
Phone [phone] / Fax [phone]
www.halowensoil.com
28 March 2013
Mr. Butch Lawler
ST Wootcn Corporation
3801 Black Creek Road SE
Wilson, NC 27983
Reference: Wetland Consultation — Lot 4
Burton Industrial Park
Dear Mr. Lawler,
A site investigation has been conducted for the above referenced property, located on the
northern side of Burton Park Blvd, Onslow County, North Carolina. The purpose of this
investigation was to determine the existence and extent of jurisdictional wetland areas located on
the property. All wetland determinations were made in accordance with the appropriate
Regional Supplement to the Corps of Engineers Wetland Delineation Manual. Stream
determinations were made in accordance with the NC Division of Water Quality Methodology
for Identification of Intermittent and Perennial Streams and their Origins, Version 4.11. This
report represents my professional opinion as a Licensed Soil Scientist but does not guarantee or
represent concurrence from the Corps of Engineers.
Areas that meet the criteria for jurisdictional wetlands or streams were not observed on
this property. In concurrence with the previously approved and recorded wetland delineation
map (2008) for the entire industrial park, Lot 4 does not appear to contain any areas that would
be considered jurisdictional wetlands or streams.
I appreciate the opportunity to provide this service. Feel free to contact me should you
have any questions or need additional information.
Sincerely,
Hal Owen
Licensed Soil Scientist
Soil Science Investigations 0 Wetland Delineations, Permitting, and Consulting

HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400,266 Old Coats Road
Lillington, NC 27546-0400
Phone [phone] / Fax [phone]
www.halowensoil.com
8 April 20.13
Mr. Butch Lawter
S.T.Wooten Corporation
PO Box 2408
Wilson, NC 27894-2408
Reference: Soil Scientist Investigation for Stormwater
Burton Industrial Park Plant Site
Dear Mr. Lawler,
A site investigation has been conducted for the above referenced project, located on
Burton Park Boulevard, Onslow County, North Carolina. The purpose of this investigation was
to determine the depth to evidence of a seasonal high water table in the area proposed for a
stormwater basin. All soil characteristics were described in accordance with the USDA Field
Book for Describing and Sampling Soils. This report represents my professional opinion as a
Licensed Soil Scientist.
Auger borings were advanced at two locations within the proposed basin (Figure 1). Soil
morphological characteristics indicating a seasonal high water table (SHWT) were observed at
16 inches at location #1 and at 14 inches at location #2. Soil profile descriptions were collected
at each location and are attached to this report. A 20 inch deep basin can be expected to hold
water most of the year and will likely go dry only during periods of drought.
I appreciate the opportunity to provide this service and trust that you will feel free to call
on me again in the future. If you have any questions or need additional information, please
contact me at your convenience.
Sincerely
Hal Owen
Licensed Soil Scientist
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

PR 0 9 200

Project Name ST Wooten - Burton Park Lot 4
City/State: Onslow County, NC
Pro' : 2120355.1
Date: 9-Apr-13
Table 1.1 Surface Area to Drainage Area Ratio for Permanent Pool Sizing for 85% Pollutant
Removal Efficiencv in the Coastal Plain
% Impervious
Cover
Permanent Pool Depth (feet)
3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0
10
0.90
0.80
0.70
0.50
0.00
0.00
N/A
N/A
20
1.70
1.30
1.20
1.00
0.80
0.60
N/A
N/A
30
2.50
2.20
1.90
1.60
1.30
1.00
N/A
N/A
40
3.40
3.00
2.60
2.10
1.60
1.10
N/A
N/A
50
4.20
3.70
3.30
2.70
2.10
1.50
N/A
N/A
60
1 5.00
4.50
3.80
3.20
2.60
2.00
N/A
N/A
70
6.00
5.20
4.50
3.70
2.90
2.10
N/A
N/A
80
6.80
5.20
4.8200
20
.80
220
.
NA
N/A
90
7.50
66.500
580
80
N/A
N/A
Source: NCDENR/DWQ Stormwater Best Management Practices,Rev 06-16-09
STORMWATER BMP 1-STORMWATER.WET POND (25%TN Removal)
Land Use
Area
(ac)
% IA
Imp. Area
(ac)
Impervious
7.00
100
7.0
Open Space
1.00
0
0.0
Totals
1 8.00
7.0
Total % Impervious Surface Area = 87.5
Surface Area of Permanent Pool:
Assumed depth - 3 feet
SA/DA ratio - 7.33 % From Table 1.1
Minimum pond surface area (SA) _ (DA * SA/DA ratio)/100
SA = 0.586 acres
25526 sq. ft.
Normal pool elevation - 0.0 feet
Surface area provided - 0.000 acres
0 sq. ft.
1.5-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 = 0.84 in./in.
Total runoff volume from 1-inch precipitation:
Runoff volume, S - (Design rainfall) (Rv) (Drainage Area)
S = 0.838 acre-ft
36482 cu. ft.
Water quality pool elevation- 0.00 feet
Storage volume provided - 0.000 acre-ft
0 cu. ft.

Russell, Janet
From:
Freeman, Hunter [[e-mail])
Sent:
Tuesday, April 09, 2013 3:12 PM
To:
Russell, Janet
Cc:
Werenko, Dale; Butch Lawter ([e-mail])
Subject:
ST Wooten Concrtee Plant - Burton Industrial park
Attachments:
STIR Burton Park REQUEST FOR EXPRESS.pdf
Janet —we would like to request a scoping meeting for a new ST Wooten Concrete Plant in Onslow County. I've attached
the scoping meeting request and preliminary site information.
We are available next Tuesday and Wednesday (the 161h and 171h) if those dates work for you.
Let me know if you need any additional information.
Hunter Freeman, PE, LEED AP
WITHERS bCRAVENEL
115 MacKenan Drive I Cary, NC 27511
Phone: [phone] Fax: [phone]
Direct: 919.535.6137 1 Mobile: [phone]
hfreeman(a)withersravenel. com
www.withersravenel.com
NOTICE OF CONFIDENTIALITY AND NONDISCLOSURE: This electronic message, which includes any attachments and other
documents referred to herein, contains information from Withers & Ravenel, Inc. that may be proprietary or confidential. The
information is intended for the use of the addressee(s) only. If you are not the addressee, note that any disclosure, copying,
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COPYRIGHT NOTICE: Copyright 2010 Withers & Ravenel, Inc. All Rights Reserved by Withers & Ravenel, Inc. This electronic
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receipt of this message by the recipient or any other party.
ECEIV E
APR 0 9 2013
BY:

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Hydrologic Soil Group-0nslow County. North Carolina
(ST Wooten - Burton Park Lot 4)
MAPLEGEND
Area of interest(AOI)
Area of Interest IACII
Soils
Sod Map Units
Soil Ratings
o
A
Q
ND
®
B
Q
B/D
o
D
C/o
O
D
Not raMd or not available
Political Features
Goes
Water Features
Streams and Canals
Transportation
Rags
N
Interstate Highways
US Routes
Major Roads
N
Loral Roads
I Ili•, Natural Resources
� Conservation Service
Web Soil Survey
National Cooperative Soil Survey
MAP INFORMATION
Map Scale. 1:1,930 if printed on A size (8.5" r 111) sneet
The soil surveys that comptee your AOI were mapped at 1:24,0W.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil lime
placement. The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for accurate map
measurements.
Source of Map Natural Resources Conservation Service
Web Soil Survey URL. http://websoilsuwey.nres.usda.gov
Coordinate System: UTM Zone 18N NAD83
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below_
Soil Survey Area Onslow County. North Carolina
Survey Area Data Version 13. Sep 14. 2012
Dates) aenal images were photographed 6119/2006
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundanes may be evident
4/25/2013
Page 2 of 3

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HAL OWEN & ASSOCIATES, INC.
Soil Scientist Investigation for Stormwater
Burton Industrial Park Plant Site
8 April 2013
Figure 1
IN4
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11
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4W Soil Profile #1
I Soil Profile #2 1
T
ECEIVE'
APR 0 9 2013
BY: —
Soil Science Investigations 4 Wetland Delineations, Pemtitting, and Consulting