NCG140428_COMPLETE FILE - HISTORICAL_20131105

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO. I /V C, & [ 4 D 4 94
DOC TYPE
0. HISTORICAL FILE
MONITORING REPORTS
DOC DATE
YYYYMMDD

A70V
RCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, CPM Pat McCrory, Governor
Director John E. Skvarla, III, Secretary
November 1, 2013
Mr. Henry D. Butts, Jr., Vice President 0�
S.T. Wooten Corporation
PO Box 2408
Wilson, NC 27893 n,,
Subject: State Stormwater Management Permit No. SW8130501 D s e
Burton Industrial Park — Concrete Plant for S.T. Wooten Corporation �,
High Density Commercial Wet Detention Pond Project st
gnslow County �,
Dear Mr. Butts: y
On May 30, 2013, the Wilmington Regional Office issued a Stormwater Management Permit for the Burton Industrial
Park — Concrete Plant for S.T. Wooten Corporation. A Certificate of Coverage NCG140428 was issued on August 8,
2013, approving the discharge of truck wash water into the permitted BMP #1 covered in the subject State
Stormwater Permit No. SW8130501. This permit is being modified to provide additional terms and conditions
regarding the use of the permitted wet detention pond as an NPDES regulated wastewater discharge for the truck
wash water. 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 modified Permit No. SW8130501 dated November 1, 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 changing 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 150E 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.NCOAI l.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 Linda Lewis or
Christine Nelson, at [phone].
aorSincly, S\ � ecy E. 6avis, P.E., Director
Division of Energy, Mineral, and Land Resources
GDSlarl: G:iWolSharedtStormwate6Permits & Projects120131130501 HD12013 08 permit_oorrrection 130501
cc: Jennifer Diaz, P.E., Withers & Ravenel
Ken Pickle, NCDEMLR
Onslow County Building Inspections
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal drive Extension, Wilmington, North Carolina 28405 Phone: [phone] Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 130501
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
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 BoulevardJacksonville, 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 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:
1. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.9 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 to provide
an average annual total suspended solids removal efficiency of 90%.
5. The level spreaders shown on the plans are not required under the stormwater rules
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's #1 and #2 is limited to 7,877 and 3,414 square feet,
respectively.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 1305Di
7. 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 ponds 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, Desi n Storm, in:
1.5
1.5
e. Avera a Design De th, ft:
5.0
3.0
If. TSS removal efficient :
90%
90%
9. Permanent Pool Elev., FMSL:
36.5
40.0
h. Perm. Pool Surface Area, ft :
14,224
8,696
i. Permitted Storage Volume, ft :
25,657
9,583
'. Tem ora Storage Elev., FMSL:
38.0
41.0
k. Pre-dev.1- r, 24-hr discharge rate, cfs:
1.74
0.45
I. Controlling Orifice, (Pinches:
2.5
1.5
m. Orifice flow rate, cfs:
0.11
0.03
n. Permitted Forebay Volume, ft :
11,175
4,394
o. Max. Fountain HP:
1/6
nla
p. Receiving Stream/River Basin
New River! White Oak
q. Stream Index Number
19- 1
r. Classification of Water body
C NSW
10. BMP #1 will act in a temporary capacity to receive the truck wash water discharge as
per NCG140428. The total additional volume associated with the truck wash operation
is based on a maximum water usage of 55 gallons per truck, 15 trucks per day, each
making 3 trips per day for a total of 2,475 gallons or 331 cubic feet of additional
volume. For purposes of determining the additional wastewater volume over and
above the state stormwater design storm of 1.5", a factor of safety of 5 was applied,
resulting in a total additional volume of 1,655 cubic feet. The total minimum required
storage volume in BMP #1 is below the provided volume of 25,657 cubic feet.
ll. SCHEDULE OF COMPLIANCE
No truck washing activities shall be allowed during a heavy rainstorm, or immediately
after a heavy rainstorm, or during the time that BMP #1 is discharging via the weir set
at the temporary pool elevation of 38.0, or during the time that the water level in BMP
#1 is rising and is within one inch of going over the temporary pool weir at elevation
38.0.
2. All truck wash water discharges into BMP #1 shall enter the BMP via the forebay.
3. 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.
4. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 130501
5. 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.
6. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DENR. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
7. 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.
8. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data on file with and
approved by the Division.
9. 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.
10. 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.
11. Access to the stormwater facilities for inspection and maintenance shall be maintained
via appropriate recorded easements at all times.
12. 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
LAMA Major permit was sought.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
13. 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.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 130501
14. 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.
15. 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.
16. At the time the permittee ceases operations at this site, the permittee shall restore the
permitted BMP's to the permitted design condition. The permittee shall provide written
certification to the Division that the BMP's have been restored to design condition and
shall request that the Division inspect the restored BMP's. Failure to restore the BMP's
to design condition, or failure to request an inspection of the BMP's prior to ceasing
operations are considered violations of the permit.
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 Director
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 Director 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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 130501
Permit corrected and reissued this the 15t day of November 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
*-Tracy w. uavis, uirector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Rage 6 of 8

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
Page 7of8

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-DEMLR Wilmington Regional Office
Onslow County Building Inspections
Page 8 of 8

Pickle, Ken
From: Lewis,Linda
Sent: Monday, August 19, 2013 6:35 PM
To: Freeman, Hunter
Cc: Scott, Georgette; Pickle, Ken
Subject: FW: ST Wooten NCG140428 / SW8 130501
Hunter- slight correction. I recommend that we assume 5 days without rain, so that the 331 cubic feet per day
becomes 1,655 cubic feet in 5 days. Adding 1655 to 23550 is 25,205 cubic feet, again, well within the provided
volume of 25,657.
Linda Lewis
NC Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties,
From: Lewis,Linda
Sent: Monday, August 19, 2013 6:26 PM
To: Freeman, Hunter
Cc: Scott, Georgette; Pickle, Ken
Subject: ST Wooten NCG140428 / SW8 130501
Hunter:
As I was drafting a permit correction to SW8 130501 for BMP #1 to deal with the truck wash water operation
permitted under NCG140428, I noticed a problem. The methodology to arrive at the additional volume
associated with the truck washing operation is correct, however the minimum required volume for BMP #1
reported in the unsealed, undated, recently received Truck Wash Usage Summary, 14,487 cubic feet, is
incorrect. The May 1, 2013 design calculations indicate that the minimum required volume for BMP #1 is
23,550 cubic feet.
Additionally, the temporary volume provided, 16,988 cubic feet, is incorrect. The May 1, 2013 calculations
(and the permit) indicate that the provided volume in BMP #1 is 25,657 cubic feet. If I add 331 cubic feet to
23,550 cubic feet, the new required minimum volume is 23,881 cubic feet. This is still within the pond design
parameters, but you should correct the Truck Wash Water Usage Summary calculations you recently provided
to reflect accurate numbers.
Linda Lewis
NC Division of Energy, Mineral and Land Resources
Wilmington Regional office
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7 215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.

Scott, Georgette
From: Scott, Georgette
Sent: Wednesday, August 14, 2013 10:35 AM
To: Pickle, Ken
Cc: Lewis,Linda; Bennett, Bradley; Georgoulias, Bethany
Subject: RE: Burton Industrial Park permit
Ok we will do it.
G
From: Pickle, Ken
Sent: Wednesday, August 14, 2013 10:19 AM
To: Scott, Georgette
Cc: Lewis,Linda; Bennett, Bradley; Georgoulias, Bethany
Subject: RE: Burton Industrial Park permit
I like it.
If you'll copy me, I'll add it to our working files up here, so that we also have a record of this point of coordination.
Thanks,
Ken
Ken Pickle
Environmental Engineer
NCDENR I DEMLR I Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Website: htti)://portal.ncdenr.org/web/ir/stormwater
** 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 regulations.**
From: Scott, Georgette
Sent: Wednesday, August 14, 2013 10:02 AM
To: Pickle, Ken
Cc: Lewis,Linda
Subject: FW: Burton Industrial Park permit
Ken,
I had Linda look at the storage capacity of pond one (see below). It looks ok. However we will be making a correction to
the state stormwater permit to include the info below written by Linda; referring to the NPDES General permit for pond
one and adding an 0 & M condition to prohibit truck washing during a heavy rain storm when the pond level is one inch
or less from the top of the pond. We will come up with more specific language and/or provide a marked up detail of the
outlet structure from the drawings they sent. This correction and marked up detail will be in a written letter to them
from our office.
Sound ok to you?
Georgette Scott.

Stormwater Program Supervisor
State Stoniiwater Prograun
NC Division ol' Energy, Mineral and Land Resources
127 Cardinal Drive Ext.
Wilmington, i\'C 28,105
Phone [phone]
Fax [phone]
F,nxuf correspondence to and from this address may be subject to dic !forth Carolina Public Records Uxv and may he disclosed Eo third parties.
From: Lewis,Linda.
Sent: Friday, August 09, 2013 11:42 AM
To: Scott, Georgette
Subject: RE: Burton Industrial Park permit
The 2475 gallons (331 cf) associated with the truck washing is a daily amount. I think we should account for
that daily amount for a total of 5 days. If it doesn't rain for 5 days, during that 5 days, 1,655 cf of volume will
have been added to the pond from truck washing. Using that volume, there's still a cushion of 846 cf in the
pond, 14487+1655=16142. A total of 16,988 cf has been provided in the pond.
If we assume that the minimum volume required and the volume provided in the pond were calculated correctly
in the original permit, then everything looks good.
I would like to see a condition added to our permit that prohibits truck washing during heavy rain, or when the
pond is full and discharging. .
Linda Lewis
NC Division of Energy, Mineral and Land ReSOUrces
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records taw and may be disclosed to
third parties.
From: Scott, Georgette
Sent: Friday, August 09, 2013 11:11 AM
To: Lewis,Linda
Subject: FW: Burton Industrial Park permit
Linda,
Let me know if you have any problem with these.
Thanks G
From: Freeman, Hunter[mailto:HFreemanCawithersravenel.comJ
Sent: Friday, August 09, 2013 11:04 AM
To: Pickle, Ken
Cc: Scott, Georgette
Subject: RE: Burton Industrial Park permit
Ken - thanks for reminding me about this. Georgette did ask about this when I spoke with her a few weeks ago. I've
attached my justification for the design. Essentially, the grading plan resulted in an "extra" 2500 cf of temporary storage
in the water quality pool. Based on Wooten's data, and the expected activity in the plant, an average of 330 cf of wash

water will be produced. So the wash water will not result in any significant change in the normal water level of the pond,
thereby ensuring that there is always sufficient storage for the stromwater.
This will, however, result in more frequent small discharges, which will need to be monitored by STW.
Hunter
From: Pickle, Ken [e-mail]]
Sent: Friday, August 09, 2013 9:12 AM
To: Freeman, Hunter
Subject: FW: Burton Industrial Park permit
Hi Hunter,
Here's a perfectly reasonable request to me from Georgette in Wilmington.
As you are aware, we no longer perform and engineering review in the NPDES program for industrial wastewater
facilities.
However, Georgette's request goes to the sufficiency of the BMP under SW8130501 in the state stormwater
management program, the 2H .1000 program. Please forward to me the talcs establishing the sufficiency of that
engineered BMP. I mean, please send me the calcs showing that BMP 1 has been designed in accordance with the
estimated hydraulic loading including the additional flows from ready -mix concrete operations, as per standard state
stormwater design requirements in her program. IT make a copy for our files, and forward them to her for her files.
If there is something I obviously don't understand, please contact me today.
Thanks,
Ken
Ken Pickle
Environmental Engineer
NCDENR I DEMLR I Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: ken. pickle() ncdeor,gov
Website: http:%/portal,ncdenr.orgLweb/Iristormwater
** 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 regulations.**
From: Scott, Georgette
Sent: Friday, August 09, 2013 8:53 AM
To: Pickle, Ken
Subject: RE: Burton Industrial Park permit
Ken,

Can you send me the calculations and any other documents they provided to you for our stormwater file. As we
discussed (and as I discussed with Hunter Freeman) Did they redesign/enlarge the first pond based on the new
discharges that will be sent to our pond?
Georgette
From: Pickle, Ken
Sent: Friday, August 09, 2013 8:36 AM
To: Butch Lawter; [e-mail]
Cc: Fisher, Ryan; [e-mail]; Scott, Georgette; Bennett, Bradley; Georgoulias, Bethany
Subject: RE: Burton Industrial Park permit
<< File: Aug 8 2013 COC NCG140428 STWooten Burton Park.docx >> << File: STWooten NCG140428 Letter-
Aug20l3.docx »'
Butch,
Here are electronic copies of the transmittal letter and COC #NCG140428 for the Burton Industrial Park site. The paper
originals are already signed, and will go in the mail today.
Ken
Ken Pickle
Environmental Engineer
NCDENR I DE~MLR I Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: ken. [e-mail]
Website: http:Uportal.ncdenr.orglwebJl rZstcrmwater
** 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 regulations.**
From: Pickle, Ken
Sent: Thursday, August 08, 2013 5:28 PM
To: Butch Lawter'; '[e-mail]'
Cc: 'Fisher, Ryan'; '[e-mail]'; Scott, Georgette; Bennett, Bradley; Georgoulias, Bethany
Subject: Burton Industrial Park permit
Hi Butch,
Today I've completed the coverage under the NCG14 permit for Burton Industrial Park. I'll put it in the mail
tomorrow. But I'm reporting to you now that you have coverage for the Burton facility, with a signed Certificate of
Coverage, effective today.
We used a set of special conditions in the COC to address our issues with BMP 1 and BMP 2 and the state Stormwater
management permit issued out of Wilmington.

Again, i apologize for the delay on my desk.
Ken
Ken Pickle
Environmental Engineer
NCDENR I DEMLR I Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury 5t, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: [e-mail]_
Website: htt orta1.nc enr.or web Ir tormwater
** 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 regulations.**

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM
Director
August 8, 2013
Mr. Henry D. Butts, Jr.
S. T. Wooten Corporation
3801 Black Creek Road
Wilson, NC 27893
Pat McCrory, Governor
John E, Skvarla, III, Secretary
ECEI VE
AUG 16 2013
BY: V,
Subject: General Permit No. NCG140000
Burton Industrial Park Concrete Plant
COC No. NCG 140428
Onslow County
Dear Mr. Butts:
In accordance with your completed application for a discharge permit received on July 3,
2013, we are forwarding herewith the subject certificate of coverage (COC) to discharge
under the subject state - NPDES general permit. This permit is issued pursuant to the
requirements of North Carolina General Statute 143-215.1 and the Memorandum of
Agreement between North Carolina and the US Environmental Protection Agency dated
October 15, 2007 (or as subsequently amended).
Please note that NCG140000 contains effluent limitations for process wastewater discharges
(see Part IV, Section D). Wastewater discharges must meet the requirements of these
effluent limitations. An exceedence of any of these limitations is a violation of permit
conditions.
This facility already has the additional coverage required under North Carolina water quality
rules at 15A NCAC 2H .1000. Please note that the provisions of that permit SW 8130501
continue to pertain at this site, in addition to the federal NPDES program permit,
NCG140000. The elements of coordination between the two permits are established in the
attached site -specific Certificate of Coverage, NCG140428.
Please take notice that this certificate of coverage is not transferable except upon approval
of the Division of Energy, Mineral, and Lend Resources. The Division of Energy, Mineral,
and Land Resources may require modification or revocation and reissuance of the certificate
of coverage. This permit does not affect the legal requirements to obtain other permits
which may be required by the Division of Energy, Mineral, and Land Resources or permits
required by the Coastal Area Management Act or any other federal or local governmental
permit that may be required.
Please note that permit requirements in Part II, Section A, numbers 1-5, and Part II,
Section B, number 1 are no longer valid per NC Session Law 2011-394. However, note that
Part II, Section A, number 6, and Part II, Section B, numbers 2-10 are unaffected by the
Session Law. Those sections will remain in effect for the duration of this permit term.
Please be reminded that your facility must notify the appropriate DEMLR Regional Office at
least 72 hours in advance of operation of your wastewater treatment facility.
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • Telephone [phone] / FAX; 919.733-2876
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: http:llportal.ncdenr.orclwebtlrile nd-quality
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

Mr. Henry Butts, Jr del
NCG140428
August 8, 2013
Page 2 of 2
If you have any questions concerning this permit, please contact Ken Pickle at telephone
number [phone].
Sincerely,
ORIGINAL SIGNED 61
KEN PICKLE
for Tracy E. Davis, P.E., CPM
cc: Wilmington Regional Office, Georgette Scott
DWQ Central Files
Stormwater Permitting Program Files
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 - Telephone [phone] FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: http;llportal.ncd_enr.org/web/Irfland-quality
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled l 10% Post Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
CERTIFICATE OF COVERAGE -No. NCG14042-8= authorizing STORMWATER AND
WASTEWATER DISCHARGES under the National Pollutant Discharge Elimination System
(NPDES) program.
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
S. T. Wooten Corporation
is hereby authorized to discharge to the surface waters of North Carolina from a ready -mix
concrete facility located at
Burton Industrial Park Concrete Plant
550 Burton Park Boulevard
Jacksonvilie, NC
Onslow County
to receiving waters designated as an unnamed tributary to New River, a class C, NSW water in
the White Oak River Basin.
Special conditions of the Certificate of Coverage
1. S. T. Wooten will build and configure the facility in substantial conformity with the
stormwater and wastewater control systems shown on the Site Plan, Sheet No. 2 of 11,
dated and stamped July 2, 2013 by Withers & Ravenel, and submitted with the revised
permit application on July 3, 2013.
2. Only wastewater discharges are authorized for Outfall #01, the discharge from BMP 1 as
presented on the said Site Plan. Authorized wastewater discharges may arise from truck
and equipment washdown activities; from aggregate pile irrigation drainage; and from
truck or drum wash out activities. Any other wastewater discharges are not authorized.
All flows discharging from Outfall #01 will be regulated as wastewater discharges, and
must comply with the wastewater provisions of NCG140000.
3. Only stormwater-only discharges are authorized for Outfall #02, fhe discharge from BMP
2 as presented on the said Site Plan. All flows discharging from Outfall 402 will be
regulated as stormwater discharges.
4. The permit application represents that this facility is a temporary installation, but the
duration of production activities is uncertain at this time. S. T. Wooten will maintain the
two BMP's shown on the said Site Plan, and at the time that ready -mix concrete
operations cease, the company will refurbish the two BMP's as necessary to insure their
full functionality as the required BMP's under the State Stormwater Management
program permit, SW 8130501. S. T. Wooten will request an inspection of the refurbished
BMP's from the Wilmington Regional Office stormwater staff. Failure to satisfactorily
refurbish the BMP's, or failure to request'the stormwater staff inspection is a violation of
the General Permit. The Division may withhold rescission of the General Permit coverage
until satisfactory functionality is established for the two BMP's.

This Certificate of Coverage is an enforceable part of General Permit NCG140000, and shall
become effective for the permittee on August 8. 2013,
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day, August 8. 2013.
ORIGINAL SIGNED 8)
KEN PICKLE
for Tracy E. Davis, P.E., CPM, Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

Georgoulias, Bethany
From: Georgoulias, Bethany
Sent: Wednesday, July 03, 2013 2:19 PM
To: Pickle, Ken
Cc: Bennett, Bradley
Subject: RE: 5T Wooten Corporation - Burton Park Concrete Plant - NCG14
Hi Ken,
received copies of the revised plans this morning from Ryan. I also called him about some additional questions this
afternoon and to explain why we were asking for more information about the drum washout pit area. I'm sending a
summary of what we talked about, and I let him know that you would probably resume the review when you returned.
If I can help out again with this next week, please let me know.
Initial questions: See responses from Ryan below (2 messages down)
Timeline: They've asked for expedited review, so I asked Ryan today what they really mean. When are they beginning
operation, and when do they need this by? "We hoped to have it by now, and I know they've broken ground out there,
but I'd say middle of this month (July)." So no, they don't need this issued this week. [per phone call to Ryan today].
He will be in Friday, though, if you have questions.
Conversation with Jim Gregson at WiRO [yesterday, July 2" d], my paraphrase: 'If there's wastewater going to their
stormwater BMPs, then they're in violation of their State Stormwater permit. They should just get an NPDES
wastewater permit for all of it. There was not any mention of commingling in their State SW application, and their
calculations don't mention anything about an extra 15,000 gal capacity for wastewater.'
Bradley and I agree that the truck wash -down (exterior of vehicles) and aggregate pile spray/runoff—even though
wastewater —is unlikely to compromise the ability of the detention ponds to adequately function or treat the runoff.
We could make that case to WiRO (Ken, I think you have previous experience on another coastal county concrete site
where this was an issue for the RO...), but we are asking more questions of the consultant/applicant because details
seemed vague on what was happening with the drum washout water.
Conversation with Ryan Fisher today, July 3'd: Me: Thanks for adding the area of the drum washout on the plans and
some more detail about the pit. I see the side slopes, but I don't see information on what the depth is exactly? If this
stuff is being rinsed out and just sitting there, what kind of storm event would cause an overflow and possibly send this
wastewater to the detention pond? [He wasn't sure of exact depth and asked how much detail we were looking for on
the plans, but he went on to explain the normal operating procedure ST Wooten uses...]
Ryan explained that while other companies routinely use, 200-300 gallons of water for each truck rinse out, ST Wooten
doesn't do that. They primarily do their rinses on the job site. Back at the plant, the excess concrete is dumped into the
washout pit, some water is sprayed into the drum, and delvo or a similar chemical is added to keep the concrete from
setting up over night. Then they just start with that the next day. Meanwhile, the waste concrete (about %Z yard or so) is
left to dry in the bermed area; the aggregate is reclaimed; and when it's dried, the waste concrete is moved out to the
yard. The company claims little to none of this wastewater will leave the area and go to the pond. But the actual depth
of the pit and the amount of trucks doing this per day is not noted anywhere...
1 explained that the WiRO might have some concerns about the stormwater ponds treating some of that wastewater,
and while we should be able to work through concerns about the other wastewater areas on site,we are anticipating
the need to assure the region that wastewater from drum washout would rarely flow to the BMP(s) on site. [I also
pointed out Question 25 for future reference on other state stormwater permitted sites ... where the approval to include

WW should be included with our NO1 application; it was overlooked). My intent here was to help him to understand why
we are asking for more details on the wash pit when we really don't do ATC reviews anymore.
Ryan also said (as he did the first time) that he was sure they mentioned that stormwater and wastewater would be
commingled at the site when they met with their Express coordinator (Christine Nelson). He admitted he wasn't sure if
the State SW.application indicated it was commingled, though. He says it "didn't seem to be an issue when they met."
That's all I can report on that. Jim's review of the application obviously didn't turn up much about it.
What else I did to help (hopefully): Maybe not much. Entered the outfalls, regulated activities, and review date in BIMS
(July Z°d, noted as preliminary by me). Feel free to update or change if necessary. Also added an Add Info Requested
date — haven't entered a received date yet because I'm not sure you have all you need.
I think I will leave it to you to determine what other details might be needed from Ryan, based on where we go in
conference with Jim G. and WiRO. I'll be back in on Monday if I can assist.
cheers,
Bg
Bethany Georgoulias
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
NEW Website: http:l/portal.ncdenr.org/web/wq/ws/su
E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.
From: Fisher, Ryan [mailto:[e-mail]]
Sent: Tuesday, July 02, 2013 1:24 PM
To: Georgoulias, Bethany
Subject: RE: ST Wooten Corporation - Burton Park Concrete Plant - NCG14
Bethany —
Based on our phone conversation, I've added my responses to your questions below. I am hoping to have the plan
revised by the end of today.
Thank you,
Ryan Fisher, PE
Withers & Ravenel
115 MacKenan Drive I Cary, NC 27511
Phone: [phone] Fax: [phone]
Direct: 919.535.5175
[e-mail]
From: Georgoulias, Bethany (mailto:[e-mail]]
Sent: Monday, July 01, 2013 1:14 PM
To: Fisher, Ryan; Bennett, Bradley; Pickle, Ken
Subject: RE: ST Wooten Corporation - Burton Park Concrete Plant - NCG14
Hi Ryan,

J
am looking at the plans right now and have some questions. There isn't any information about how the truck washout
and vehicle/equipment cleaning wastewater is being treated, or exactly where that wastewater flows. I see summaries
of the stormwater BMP calculations, but I do not see any information about how the volumes of washout waters were
taken into account in the design of those detention ponds. Are any of those wastewaters allowed settling time prior to
entry into the detention pond? There is not much detail presented on the Truck wash down area in the set of plans. I
presume the majority of these wastewaters eventually flow to Stormwater BMP 1, given the drainage area delineation
and production area location.
The truck washdown rack is for the rinsing of the exterior of the trucks prior to leaving the site and is separate
from drum washout area (which is not shown on the plans you received). I will be adding the location of the
drum washout area and sending you an updated plan. The drum washout area will utilize berms that will prevent
the drum washout material from being conveyed directly to the stormwater BMP and will allow for settling.time.
The remnants from the drum washout will be removed and disposed of to prevent any material from being
conveyed to the BMP.
To handle the volume of washout waters at the plant, the design of the stormwater facilities back -calculated and
were oversized and are capable of handling much more additional volume (-15,000 gallons) than the stormwater
requirements shown on the plans.
Question 18 (the wastewater treatment alternatives analysis) notes that there is a sewer connection close by. The 4"
sanitary sewer line is shown on the plans near the truck washout area, as well. However, even though Q 18 indicates
the WWTP would accept wastewater, this was not being considered because "The site will commingle stormwater and
wastewater and will not require connection to the nearby sewer collection system." I'm not sure I understand that
response
The proposed topography of the site prevented ST Wooten from feasibly sending any wastewater to the sanitary
sewer network that is located on Burton Park Boulevard. The existing stormwater plan for the industrial park
would not allow additional impervious to be conveyed to the roadway drainage network. To prevent any
stormwater from being conveyed to the roadway, we had to design the site to slope from the roadway to the rear
of the property. This prevented us from conveying any wastewater to the sanitary sewer network as the
processing areas are located the farthest from the roadway.
Also, what are the provisions the site plans for controlling any pH excursions, or where do they plan to make
adjustments if necessary to meet the NCG14 discharge limits?
The pH will be monitored closely by onsite staff and will be corrected with CO2.
Please give me a call to discuss at your earliest convenience. I'll be here today until 2:30 and in tomorrow morning at 9
AM.
Thanks,
Bethany
Bethany Georgoulias
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone] -
Fax: [phone]
NEW Website: http:l/portal.ncdenr.org/webfwgtws/su
E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.
From: Fisher, Ryan[mailto:[e-mail]]
Sent: Monday, July 01, 2013 8:20 AM

To: Bennett, Bradley; Pickle, Ken
Cc: Georgoulias, Bethany
Subject: RE: ST Wooten Corporation - Burton Park Concrete Plant - NCG14
Bradley —
was just wondering what the status on the review of this permit application is and if there is anyway to have the permit
issued prior to Ken's return. Also, once the permit is issued, could I request a copy be sent to my attention for the our
records? Previous NCG14 permits have been sent directly to the owner and tend to get shuffled in with other paperwork
and misplaced.
Thank you,
Ryan Fisher, PE
Withers & Ravenel
115 MacKenan Drive Cary, NC 27511
Phone:[phone] Fax:919,467,6008
Direct: 919,535.5175
[e-mail]
From: Bennett, Bradley[ma ilto:brad ley. ben nettO)ncdenr.gov]
Sent: Friday, June 28, 2013 1:24 PM
To: Fisher, Ryan; Pickle, Ken
Cc: Georgoulias, Bethany
Subject: RE: ST Wooten Corporation - Burton Park Concrete Plant - NCG14
Ryan,
Give me a call if you need to discuss this one. [phone].
::,
Bradley Bennett
Stormwater Permitting Unit Phone: [phone]
NC Division of Water Quality Fax: [phone]
1617 Mail Service Center Email: [e-mail]
Raleigh, NC 27699-1617 Web: httoalportal.ncdenr.orglweblwglwslsu
Email correspondence to and from this address may be subject to public records laws
From: Georgoulias, Bethany
Sent: Friday, June 28, 2013 1:04 PM
To: Fisher, Ryan; Pickle, Ken
Cc: Butch Lawter; Bennett, Bradley
Subject: RE: ST Wooten Corporation - Burton Park Concrete Plant - NCG14
Ryan,
I'm afraid Ken is out of the office until next Friday, so he won't be able to respond until he returns. I've copied my
supervisor, Bradley Bennett, so he can address your concerns if you need to speak with him before Ken gets back.
Thanks,
Bethany
Bethany Georgoulias
Environmental Engineer

Pickle, Ken
From: Georgoulias, Bethany
Sent: Tuesday, July 02, 2013 1:32 PM
To: Bennett, Bradley
Cc: Pickle, Ken
Subject: FW: ST Wooten Corporation - Burton Park Concrete Plant - NCG14
M
Let's talk as soon as you have a chance. Jim Gregson called and said that the state stormwater permit does not
authorize discharge of wastewater through the stormwater BMPs, and the calculations make no mention of it. Ryan
says it was mentioned briefly when they were talking to Wilmington about this project, but the applicant missed the
question where it asked them to attach the authorization from the permitting authority (i.e., DWQ RO State
Stormwater) to do so. I think they thought the DLR approval was sufficient. I didn't explore it much further in my
conversation with Ryan this morning since we needed to talk with WiRO first.
Bg
Bethany Georgoulias
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
NEW Website: http://portal.ncdenr.org/web/wq/ws/su
E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.
From: Fisher, Ryan [mailto:[e-mail]]
Sent: Tuesday, July 02, 2013 1:24 PM
To: Georgoulias, Bethany
Subject: RE: ST Wooten Corporation - Burton Park Concrete Plant - NCG14
Bethany —
Based on our phone conversation, I've added my responses to your questions below. I am hoping to have the plan
revised by the end of today.
Thank you,
Ryan Fisher, PI
Withers & Ravenel
115 MacKenan Drive I Cary, NC 27511
Phone: [phone] Fax: [phone]
Direct: 919.535.5175
[e-mail]
From: Georgoulias, Bethany [mailto:[e-mail]]
Sent: Monday, July 01, 2013 1:14 PM
To: Fisher, Ryan; Bennett, Bradley; Pickle, Ken
Subject: RE: ST Wooten Corporation - Burton Park Concrete Plant - NCG14

Hi Ryan,
I am looking at the plans right now and have some questions. There isn't any information about how the truck washout
and vehicle/equipment cleaning wastewater is being treated, or exactly where that wastewater flows. I see summaries
of the stormwater BMP calculations, but I do not see any information about how the volumes of washout waters were
taken into account in the design of those detention ponds. Are any of those wastewaters allowed settling time prior to
entry into the detention pond? There is not much detail presented on the Truck wash down area in the set of plans. I
presume the majority of these wastewaters eventually flow to Stormwater BMP 1, given the drainage area delineation
and production area location.
The truck washdown rack is for the rinsing of the exterior of the trucks prior to leaving the site and is separate
from drum washout area (which is not shown on the plans you received). I will be adding the location of the
drum washout area and sending you an updated plan. The drum washout area will utilize berms that will prevent
the drum washout material from being conveyed directly to the stormwater BMP and will allow for settling time.
The remnants from the drum washout will be removed and disposed of to prevent any material from being
conveyed to the BMP.
To handle the volume of washout waters at the plant, the design of the stormwater facilities back -calculated and
were oversized and are capable of handling much more additional volume (-15,000 gallons) than the stormwater
requirements shown on the plans.
Question 18 (the wastewater treatment alternatives analysis) notes that there is a sewer connection close by. The 4"
sanitary sewer line is shown on the plans near the truck washout area, as well. However, even though Q 18 indicates
the WWTP would accept wastewater, this was not being considered because "The site will commingle stormwater and
wastewater and will not require connection to the nearby sewer collection system." I'm not sure 1 understand that
response.
The proposed topography of the site prevented ST Wooten from feasibly sending any wastewater to the sanitary
sewer network that is located on Burton Park Boulevard. The existing Stormwater plan for the industrial park
would not allow additional impervious to be conveyed to the roadway drainage network. To prevent any
stormwater from being conveyed to the roadway, we had to design the site to slope from the roadway to the rear
of the property. This prevented us from conveying any wastewater to the sanitary sewer network as the
processing areas are located the farthest from the roadway.
Also, what are the provisions the site plans for controlling any pH excursions, or where do they plan to make
adjustments if necessary to meet the NCG14 discharge limits?
The pH will be monitored closely by onsite staff and will be corrected with CO2.
Please give me a call to discuss at your earliest convenience. I'll be here today until 2:30 and in tomorrow morning at 9
AM.
Thanks,
Bethany
Bethany Georgoulias
Environmental Engineer
NCQENR I DWQ I Stormwater Permitting Unit
1617 Dail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
NEW Website: http://portal.ncdenr.org/web/wq/ws/su
E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.

Pickle, Ken
From: Georgoulias, Bethany
Sent: Tuesday, July 02, 2013 11:33 AM
To: Gregson, Jim
Cc: Pickle, Ken; Bennett, Bradley
Subject: Request for Approval from WiRO for NCG14 NOI - Burton Industrial Park Concrete Plant
Attachments: NCG140428_NOl.pdf
Hi Jim,
We have an NOI from ST Wooten (plans prepared by Withers and Ravenel) for a concrete plant in Jacksonville at this
industrial park. The property also has a state stormwater permit recently issued in May for two stormwater detention
ponds (SW8130501).
The client is close to beginning operation, and we haven't been able to get to it before now with our workload, so I
began the review while Ken Pickle is away. I've requested additional information from the consultant (Ryan Fisher with
W&R), and that should be coming in today or tomorrow. I'll be out on Friday, but Ken will be back then, so he may be
resuming review at that time. We just wanted to go ahead and get it out to the WiRO for review / request approval for
the NOI. Commingled stormwater and wastewater will discharge from the stormwater pond (see application). Ryan
explained that they oversized the stormwater BMPs. to handle an additional 15,000 gal of water than needed for the
drainage area, as a "safety margin" capacity to handle any extra discharge volumes considered wastewater at this site.
The biggest piece of my additional information request is that they show on the plans where the mixing drum washout
will take place; right now that's missing. Ryan described that trucks would wash out their drums inside a bermed area
near the aggregate bins at the back of the property, and all water would be captured, but I've asked him to provide
detail about that on the plans. The "Truck Washdown" noted on the plans is the area where trucks are sprayed down to
remove dust from the exterior (not the drum interiors).
I'll forward additional information from Ryan when I get it; he's addressing a few other questions I had.
If you need to discuss this site with me, I'll be here today and tomorrow. Otherwise, please touch base with Ken on
Friday, or either of us next week with questions. We are requesting approval from the Wilmington Regional Office to
move forward with issuing a COC for coverage under 61CG14 to this site, once we are satisfied with the additional
information they provide. The plant will discharge stormwater and wastewater to a UT to the New River, class C;NSW.
Thanks,
Bethany
Bethany Georgoulias
Environmental Engineer
NCDENR I DWO j Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
NEW Website: http://portal,ncdenr.org/web/wglws/su
E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.

Georgoulias, Bethan
From: Fisher, Ryan [[e-mail]]
Sent: Tuesday, July 02, 2013 1:24 PM
To: Georgoulias, Bethany
Subject: RE: ST Wooten Corporation - Burton Park Concrete Plant - NCG14
Bethany —
Based on our phone conversation, I've added my responses to your questions below. I am hoping to have the plan
revised by the end of today.
Thank you,
Ryan Fisher, PE
Withers & Ravenel
115 MacKenan Drive I Cary, NC 27511
Phone: [phone] I Fax: [phone]
Direct: 919.535.5175
[e-mail]
From: Georgoulias, Bethany[mailto:[e-mail]]
Sent: Monday, July 01, 2013 1:14 PM
To: Fisher, Ryan; Sennett, Bradley; Pickle, Ken
Subject: RE: ST Wooten Corporation - Burton Park Concrete Plant - NCG14
Hi Ryan,
I am looking at the plans right now and have some questions. There isn't any information about how the truck washout
and vehicle/equipment cleaning wastewater is being treated, or exactly where that wastewater flows. I see summaries
of the stormwater BMP calculations, but I do not see any information about how the volumes of washout waters were
taken into account in the design of those detention ponds. Are any of those wastewaters allowed settling time prior to
entry into the detention pond? There is not much detail presented on the Truck wash down area in the set of plans. I
presume the majority of these wastewaters eventually flow to Stormwater BMP 1, given the drainage area delineation
and production area location.
The truck washdown rack is for the rinsing of the exterior of the trucks prior to leaving the site and is separate
from drum washout area (which is not shown on the plans you received). I will be adding the location of the
drum washout area and sending you an updated plan. The drum washout area will utilize berms that will prevent
the drum washout material from being conveyed directly to the stormwater BMP and will allow for settling time.
The remnants from the drum washout will be removed and disposed of to prevent any material from being
conveyed to the BMP.
To handle the volume of washout waters at the plant, the design of the stormwater facilities back -calculated and
were oversized and are capable of handling much more additional volume (--15,000 gallons) than the stormwater
requirements shown on the plans.
Question 18 (the wastewater treatment alternatives analysis) notes that there is a sewer connection close by. The 4"
sanitary sewer line is shown on the plans near the truck washout area, as well. However, even though Q 18 indicates
the WWTP would accept wastewater, this was not being considered because "The site will commingle stormwater and
wastewater and will not require connection to the nearby sewer collection system." I'm not sure I understand that
response
The proposed topography of the site prevented ST Wooten from feasibly sending any wastewater to the sanitary
ti sewer network that is located on Burton Park Boulevard. The existing stormwater plan for the industrial park

would not allow additional impervious to be conveyed to the roadway drainage network. To prevent any
stormwater from being conveyed to the roadway, we had to design the site to slope from the roadway to the rear
of the property. This prevented us from conveying any wastewater to the sanitary sewer network as the
processing areas are located the farthest from the roadway.
Also, what are the provisions the site plans for controlling any pH excursions, or where do they plan to make
adjustments if necessary to meet the NCG14 discharge limits?
The pH will be monitored closely by onsite staff and will be corrected with CO2.
Please give me a call to discuss at your earliest convenience. I'll be here today until 2:30 and in tomorrow morning at 9
AM.
Thanks,
Bethany
Bethany Georgoulias
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
NEW Website: http://portal,ncdenr.org/web/wq/ws/su
E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.
From: Fisher, Ryan [mailto:[e-mail]]
Sent: Monday, July 01, 2013 8:20 AM
To: Bennett, Bradley; Pickle, Ken
Cc: Georgoulias, Bethany
Subject: RE: ST Wooten Corporation - Burton Park Concrete Plant - NCG14
Bradley —
I was just wondering what the status on the review of this permit application is and it there is anyway to have the permit
issued prior to Ken's return. Also, once the permit is issued, could I request a copy be sent to my attention for the our
records? Previous NCG14 permits have been sent directly to the owner and tend to get shuffled in with other paperwork
and misplaced.
Thank you,
Ryan Fisher, PE
Withers & Ravenel
115 MacKenan Drive I Cary, NC 27511
Phone: [phone] Fax: [phone]
Direct: 919.535.5175
[e-mail]
From: Bennett, Bradley [ma ilto:brad ley. ben nett( ncdenr.gov]
Sent: Friday, June 28, 2013 1:24 PM
To: Fisher, Ryan; Pickle, Ken
Cc: Georgoulias, Bethany
Subject: RE: ST Wooten Corporation - Burton Park Concrete Plant - NCG14
Ryan,

Pickle, Ken
From:
Sent:
To:
Cc:
Subject:
Rya n,
Bennett, Bradley
Friday, June 28, 2013 1:24 PM
Fisher, Ryan; Pickle, Ken
Georgoulias, Bethany
RE: ST Wooten Corporation - Burton Park Concrete Plant - NCG14
Give me a call if you need to discuss this one. [phone].
Am
Bradley Bennet
VIZ
Stormwater Permitting Unit Phone: [phone]
NC Division of Water Quality j Fax: [phone],194
1617 Mail Service Center Email: brad ley.beinettCo)ncdenr.gov
Raleigh, NC 27699-1617 Web: http:llportal.ncdenr.org/weblwglwslsu
Email correspondence to and from this address may be subject to public records laws
From: Georgoulias, Bethany
Sent: Friday, June 28, 2013 1:04 PM
To: Fisher, Ryan; Pickle, Ken
Cc: Butch Lawter; Bennett, Bradley
Subject: RE: ST Wooten Corporation - Burton Park Concrete Plant - NCG14
Rya n, /
I'm afraid Ken is out of the office until next Friday, so he won't be able to respond until he returns. I've copied my
supervisor, Bradley Bennett, so he can address your concerns if you need to speak with him before Ken gets back.
Thanks,
Bethany
Bethany Georgoulias
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
NEW Website: httpa/Portal.ncdenr.ore/web/wq/ws/su
E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.
From: Fisher, Ryan[mailto:rfisher(a)withersravenel.com]
Sent: Friday, June 28, 2013 12:59 PM
To: Georgoulias, Bethany; Pickle, Ken
Cc: Butch Lawter
Subject: RE: ST Wooten Corporation - Burton Park Concrete Plant - NCG14
It is in Onslow County.

Thank you for the link. I had checked another permit tracker site and it didn't have it shown on there. The link you sent
says it's under review by Ken Pickle and was updated last 5/24/13. Is there any way to expedite the review?
NCDENR Division of Water Quality Permit Application
Burton Industrial Park Concrete Plant for S T Wooten Corporation
Burton Park Blvd
Jacksonville NC 28540 County: Onslow
Owner Name:
Permit Type:
Appl./Permit No.:
Appl. Signed By:
Program Category:
Permit Class:
Project Type:
Primary Reviewer:
Current Status:
Status Updated:
Issued Date:
Appl. Status Details:
Renewal Comment:
Ryan Fisher, PE
S T Wooten Corporation
Ready Mix Concrete Stormwater/Wastewater Discharge COC
NCG 140428
Henry D. Butts Jr
NPDES Stormwater
COC
' ct
(&Ienickle
In review
5/24/2013
Withers & Ravenel
115 MacKenan Drive I Cary, NC 27511
Phone: [phone] Fax: [phone]
Direct: 919.535.5175
rfisher withersravenel.com
Appl. Receive Date:
Appl. Review Date:
Last Add Info Request Date:
Last Add Info Receive Dale:
Total Add Infos Requested:
Total Days Waiting for Add Info:
EPA Review Request Date:
EPA Review Receive Date:
Draft Permit Sent:
Public Notice Published:
Public Hearing Held:
From: Georgoulias, Bethany f mailto:bethany [e-mail]]
Sent: Friday, June 28, 2013 12:55 PM
To: Fisher, Ryan; Pickle, Ken
Subject: RE: ST Wooten Corporation - Burton Park Concrete Plant - NCG14
Hi Ryan,
5/24/2013
0
0
2

Could you tell me what County it's in? I don't have that one on my desk, and I'm not finding it in our permitting system.
Did you check our DENR Application Tracker? (htt : ortal.ncdenr.orglweb/deao/permit-tracker) I did a search on
that name but don't see anything coming up.
Thanks,
Bethany
Bethany Georgoulias
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
NEW Website: http:llportal.ncdenr.org/web/wq/ws/su
E-mail correspondence to and from this address may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.
From: Fisher, Ryan[mailto:[e-mail]]
Sent: Friday, June 28, 2013 11:39 AM
To: Pickle, Ken; Georgoulias, Bethany
Subject: ST Wooten Corporation - Burton Park Concrete Plant - NCG14
Ken/Bethany —
I submitted for review the NCG14 application for the Burton Park Concrete Plant for ST Wooten on May 15 and was t/
wondering what the status on this permit application is? They are under construction on this site and were hoping to have
this permit in -hand.
Please call with any questions.
Thank you,
Ryan Fisher, PE
WITHERS &—RAVE:NEL
115 MacKenan Drive I Cary, NC 27511
Phone: [phone] } Fax: [phone]
Direct: 919,535,5175
rfisher(cbwithersravenel.com
www.withersravenel.com
NOTICE OF CONFIDENTIALITY AND NONDISCLOSURE: This electronic message, which includes any attachments and other
documents referred to herein, contains inforration 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 this electronic message by withers & Ravenel, Inc. or
receipt of this message by the recipient or any other party.

WITHERS &C RAVENEL
ENGINEERS I PLANNERS I SURV Y -
115 MacKenan Drive ! ORS
�
CARY, NORTH CAROLINA, 27 11
[phone] JUL v
FAX [phone] A - -NA - WA,TERMA
TO: NCDENR
512 N. Salisbury_St.
Archdale Building, 9`h Floor
Raleiizh. NC 27604
WE ARE SENDING YOU ® Attached via
❑ Shop Drawings ® Prints
❑ Copy of Letter ❑ Change order
IMER OF 7 A.HM1J l! AU
7/3/2013
loa No. 2120335.10
A iVTION Bethany Geor oulias
E3HONE # (919) 807-63 72
3E.
I S.T. Wooten Corporation
a lg on Park Concrete Plant — NCG140000
Revised Plans
Plans
❑ Diskette
_ the following items:
❑ Samples ❑ Specifications
El
COPIES
DATE
NO.
DESCRIPTION
2
7/2/13
Revised Burton Industrial Park Concrete Plant Plans
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
® For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS: Bethany,
Per our discussion on Tuesday (7/2), 1 have attached the revised plans for the Burton Industrial Park
Concrete Plant for S.T. Wooten _Co r oration. The revised plans show the location of the concrete
truck drum washout area and a detail has been included. Please call with any questions and thank you
for assisting in expediting the review of the project. _
COPY TO: W&R File
SIGNED: Rvan Fisher
Ifenclosums am not as noted, kindly notify us at once.

WITHERS & RAVENEL
ENGINEERS 1 PLANNERS ! SURVEYORS
115 MacKenan Drive
CARY, NORTH CAROLINA, 27511
[phone]
FAX [phone]
TO: NCDENR
512 N. Salisbury St.
Archdale Building. 9" Floor
Raleigh, NC 27604
LT-FITTE OF 1F° ANWMAI
DATE 5/15/2013
1 tog No. 2120335.10
ATTENTION Ken Pickle
PHONE # [phone]
RE: S.T. Wooten Corporation
Burton Park Concrete Plant — NCG140000
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
2
5/8/13
Burton Industrial Park Concrete Plant Plans
2
NCG140000 Notice of Intent Application
2
USGS Map with facility location
2
5/1/13
NCDENR Land Disturbance Approval Documentation
1
5/15/13
54849
$100 Check for NPDES Application Fee
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: Ken,
Please find the attached plans and supporting documentation for NPDES approval of the S.T. Wooten
Corporation Concrete Plant located in the Burton Industrial Park outside of Jacksonville. Let me know
if you have any questions or need any additional information.
Thank you.
QQPY TO: Butch Lawtei!!
AK I ,r2013
DENR - WATFR QUALITY
WETLANDS AND STQRMWATER BRANCH
❑ Resubmit
❑ Submit
❑ Return
T. Wooten): File SIGNED: Rvarl'Fisher
Ifenclosures are not as noted, kindly notify us at once.
copies for approval
copies for distribution
corrected prints
1 5 2013
M14Y
DENR.IN itRQUALM
WETLANDS AND STORMWATER BRANCH

it . , . , -, K

ATi'
�Division of Water Quality / Surface Water Protection
ttrr�
NCDENRNational Pollutant Discharge Elimination System
No— Gn�w. [)c•.rtrHurt or
ENVIR—MEHT — NRIfR RC501.11C[!
NCG140000
NOTICE OF INTENT
FOR AGENCY USE ONLY
Dais Received
Year
I Month
I7av
Cerrifrcate of Cover - age
Check N Amuunl
Pcrmit Assi¢ncd lu
National Pollutant Discharge Elimination System application for coverage under General Permit
NCG140000:
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code: 3273 and like activities - Ready Mixed Concrete
This NOI may be an application to discharge process wastewater. NCG140000 contains effluent limitations for
process wastewater discharges. Wastewater discharges must meet the requirements of these effluent f
limitations- An exceedence of any of these limitations will result in a violation of the permit conditions.
For questions, please contact the DINO Central Office or Regional Office in your area. (See page 6)
(Please print or type)
1) Mailing address of owner/operator (official address to which all permit correspondence will be
mailed): (Please print or type all entries in this application form.)
Legal Owner Name S.T. Wooten Corporation
{Please attach the most recent Annual Report to the NC secretary of Slate showing the current legal name. Alternatively this
permit can be given to an individual.)
Signee's Name (as signed for in question 29 below) Henry 0. Butts, Jr., Vice President
Street Address 3801 Black Creek Road
City Wilson State NC ZIP Code 27893
Telephone No. 2252) 291-5165 Email [e-mail]
Alternate Contact Name James Washburn Email (if different) [e-mail]
Alternate Contact Telephone (if different) 2(2)290-5912
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
Burton Industrial Park Concrete Plant for S.T. Wooten Corporation
Gary Kilker
550 Burton Park Boulevard
Jacksonville
Onslow
[phone]
3) Physical location information:
State NC ZIP Code 28540
Fax. [phone]
Please provide narrative directions to the facility (use street names, state road numbers, and distance and
direction from a roadway intersection). From Jacksonville, head north on NC Highway 24 towards Richlands.
Turn right on to Hines Farm Rd. (NCSR 1320), then turn right on Burton Park Boulevard. The site will be on the left.
(A copy of a county map or USGS quad sheet with Facility clearly located on the map is a required part of this application.)
4) Latitude 34°47'23.99"N
Longitude 77029'14.99"W
(deg, min, sec)
5) This NPDES Permit Application applies to the following (check all that apply):
® New or Proposed Facility
❑ Existing Facility Permit #.
Date operation is to begin June 2013
Page 1 of 7
5WU-229-11032011

NCG140000 N.O.I.
6) Consultant's application information:
Consultant: Ryan Fisher, PE
Consulting Firm: Withers & Ravenel
Mailing Address: 115 MacKenan Dr.
City: Cary
State: NC Zip Code: 27511
Phone: 9( 19 ) 469-3340 Fax; 9( 19^j 467-6008
Email: rfisher(D-withersraven el. com
(Optional)
Staple Business Card Here:
7) Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary
industrial activity at this facility:
SIC Code: 3 2 7 3
8) Provide a brief description of the types of industrial activities and products produced at this facility:
(Attach a site diagram showing the process areas present at this facility.)
Production of ready -mix concrete and outside storage of aggregate. „
Sformwater Discharge, Wastewater TreatmentA Discharge and Permitting Information
9) Discharge points 1 Receiving waters:
Number of discharge points (ditches, pipes, channels, etc.) that convey stormwater and/or wastewater from
the property:
Stormwater-only: Wastewater -only: _ Wastewater Commingled with Stormwater: 2
For new facilities: Expected date of commencement of discharge: June 2013
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges end up in? Unnamed tributary_to New River
Receiving water classification(s), if known: C; NSW
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer). N/A
Will this facility discharge wastewater to SA (Shellfishing) waters? ❑ Yes Q No
Note: Discharge of process wastewater to receiving waters classified as WS•11 to WS-V or SA must
be approved by the N.C. Division of Water Resources, Public Water Supply Section. if DWR
does not approve, coverage under NCG140000 cannot be granted. No new discharges of
process wastewater are permitted in receiving waters classified as WS-1 or freshwater ORW.
10) Each applicant shall provide the following information (attach additional sheets as necessary):
Two (2) site plans depicting the facility or site with numbered out -falls which indicate stormwater and
wastewater outfalls. The plans shall legibly show. at a minimum, (existing or proposed):
o Outline of drainage areas with topographical lines and features
o Stormwater/wastewater treatment structures
o Location of numbered stormwater/wastewater outfalls (corresponding to which drainage areas)
o Runoff conveyance structures
o Areas and acreage where materials are stored
o Impervious area acreages
o Location(s) of streams and/or wetlands the site is draining to, and any applicable buffers
o Site property lines, North Arrow, and bar scale
Page 2 of 7
SW U-22"7122D11

NCG 140000 N.01
o If applicable, the 100-year floodplain line
o Acreage of each stormwater and wastewater topographical area
o Each of the facilities' wastewater or stormwater source and discharge structures and each of its
hazardous waste treatment, storage, or disposal facilities
o Site location (insert)
Site plans chaff be 24" x 36" in size.
• Line drawing and description: A line drawing of the water flow through the facility. A pictorial
description of the nature and amount of any sources of water and any collection and treatment measures.
• A narrative description and identification of each type of process, operation, or production area which
contributes wastewater to the effluent for each outfall, and a description of the treatment the wastewater
receives (or will receive), including the ultimate disposal of any solid or fluid wastes other than by
discharge_ Processes, operations, or production areas may be described in general terms (e.g. "ash silo").
11) Does the applicant have any unresolved Notice of Violations (NOVs)?
Cif No ❑ Yes
Wastewa er:
12) What types of wastewater does your facility generate or discharge?
,Type of Authorized Wastewater
Generate
Discharge
Sent to WW
Treatment
Sy stem
Vehicle and 2guipment cleaning VE
❑
Wetting of raw material stockpiles RM
❑
Mixin _drum cleaning (MD)
F1
❑
Further explanation, if necessary:
13) Will your facility spray -down or actively wet aggregate piles?
❑ No 9 Yes
14) Does the facility use any of the following on site?
❑ Phosphorus -containing Detergents 9 Nan -Phosphorus -containing Detergents
❑ Brighteners ❑ Other Cleaning Agents ❑ Other:
15) Are wastewater treatment facilities planned in the 100-year flood plain?
0 No ❑ Yes
16) Does your facility use or plan to use a recycle system, or recycle components in your treatment system?
❑ Yes 0 No
If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr)
NIA year, 24-hr rainfall event
Page 3of7
SW t1-229-07122011

NCG140000 N.O,I.
17) Will your facility build a closed -loop recycle system that meets design requirements In 15A NCAC 02T
V06�,_ .1000 and hold your facilities' working volume'?
❑ Yes Wf No
Will your facility discharge wastewater to surface waters?
91 Yes ❑ No
If the facility's treatment system meets the design requirements of 15A NCACO2T .1000 (including
holding the 25-year, 24-hour storm plus one foot of freeboard), holds the working volume of your site,
and does not discharge wastewater to surface waters, you may not be required to obtain an NPDES
permit for wastewater discharges. if you believe this is the case, please contact OWQ's Aquifer Protection
Section Land Application Unit Central Office Supervisor or staff (1636 Mail Service Center, Raleigh, NC
27699-1636) for more information on obtaining the necessary permits or approvals. if you will discharge
wastewater or stormwater to surface waters, please continue to apply for a permit to discharge associated
with ready -mixed concrete or like operations under NCG 140000. For further questions, please contact
DWO's Stormwater Permitting Unit Staff,
18) A wastewater treatment alternatives review is required by 15A NCAC 2h.0105 (c)(2) for any new or
expanding water pollution control facility's discharge in North Carolina. You may attach additional sheets.
a) What wastewaters were considered for this alternatives review? &� VE 6t7 RM R(MD
b) Connection to a Municipal or Regional Sewer Collection System:
i) Are there existing sewer lines within a one -mile radius? ..................................... 5d Yes ❑ No
(1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater? ..._ Vf Yes ❑ No
(a) If No, please attach a letter documenting that the WWTP will not accept the wastewater,
(b) If Yes, is it feasible to connect to the WWTP? Why or why not?` The site will commingle
stormwater and wastewater and will not require connection to the nearby sewer collection ^^
system.
c) Closed -loop Recycle System (must meet design requirements of 15A NCAC 2T .1000):
Are you already proposing a closed -loop recycle system (CLRS)? ❑ Yes id No
(1) If Yes, contact DWQ's Aquifer Protection Section's Land Application Unit
(2) If No, is this option technologically feasible (possible)? Why or why not?' Building a CLRS is
feasible, but is not selected by S.T. Wooten Corporation due to the concrete plant is temporary
on
(3) If No, is it feasible to build a CLRS on your site? Why or why not?' Building a CLRS is feasible,
but is not selected by S.T. _Wooten Corporation due to the concrete plant is portable and a
permanent concrete structure is not desired on this site. This is currentlyplanned lanned�to be used as
a temporary location until a permanent location can be secured.
(4) What is the feasibility of building a CLRS compared to direct surface water discharge?' A direct
surface water discharge system will provide S.T. Wooten with the best alternative to treat and
discharge the commingled stormwater and wastewater and will not create hardscape structures
on the srogerty that will interfere with future operations.
d) Surface or Subsurface Disposal System (e.g., spray irrigation):
Is a surface or subsurface disposal technologically feasible (possible)? ....................p Yes ®'No
i See DWQ's Aquifer Protection Section Land Application Unit's Water Balance Calculation Policy for more information, on DWQ LAU's
wetsite htto:llaortal.ncdenr.orolweblwcilapslfaulaolicies for more information.
Page 4 of 7
SWU-229-07122011

NCG140000 M.O.I.
Why or Why not? Surface or subsurface disposal is not feasible based on soil absorption and land
application ratings from USDA1NRCS soil maps of the property._
ii) Is a surface or subsurface disposal system feasible to implement?* ...........................❑ Yes Rf No
Why or Why not? Surface or subsurface disposal is not feasible to implement due to the soil types
and groundwater levels at this site.
iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct
discharge to surface waters?' Employ a subsurface or surface discharge of wastewater is not
feasible for this site• therefore, direct discharge to surface waters is the most feasible option.
e) Direct Discharge to Surface Waters, Is discharge to surface waters the most environmentally sound
alternative of all reasonably cost-effective options of the wastewaters being considered?'...if Yes ❑ No
i) If No, contact DWQ's Land Application Unit to determine permitting requirements.
f) If this review included all wastewater discharge types, would excluding some types (e.g. raw
stockpile wetting) make any of the above non -discharge options feasible? .............. El Yes 16 No
'You may be asked to provide further information to support your answers to these questions after the initial review.
Feasibility should take into account initial and recurring costs.
ormwat r:
19) Does this facility employ any best management practices for Stormwater control? ❑ No d Yes
If yes, please briefly describe: Two (2) stormwater wet ponds are proposed to treat and discharge the
tributary stormwater from the site. Each pond is designed to 90% TSS removal.
20) Does this facility have a Stormwater Pollution Prevention Plan? V No ❑ Yes
If yes, when was it implemented? A SWPPP will be created prior to plant operation in June 2013. �T
21) Are vehicle maintenance activities (VMA) occurring or planned at this facility? 9 No ❑Yes
If yes, does your VMA area discharge into your wastewater treatment device? ❑ No ❑ Yes
OtheriPermiffiniv
22) Does this facility have a Division of Land Resources Erosion & Sedimentation Control (E&SC) Permit?
❑ No 66 Yes
If yes, list the permit numbers for all current E&SC permits for this facility: See attached plan_ approval-
23) Is your facility subject to Phase II Post -Construction Area? ❑ Yes EZ No
If yes, who is the permitting authority?
24) Is your facility located in one of the 20 Coastal Counties? 9 Yes ❑ No
Is your facility adding more than 10,000 ft2 of built -upon area or CAMA Major Permit? 9 Yes ❑ No
Page 5 of 7
SWU-229--07122011

NCG140000 N.O.I.
25) Is your facility discharging wastewater (treated or untreated) such as water from wetting of aggregate piles,
drum rinse -out, or vehicle and equipment cleaning to a stormwater BMP? ❑ No 2f Yes
If yes, please attach your approval from the permitting authority to do so.
26) Does this facility have any other NPDES permits? 0 No ❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
27) Does this facility have any Non -Discharge permits (ex: recycle permits)? 0 No ❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
28) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
0 No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg, of hazardous waste generated per month) of
hazardous waste? NIA
0 No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
W No ❑ Yes
d) Type(s) of waste:
How is material stored: NIA
Where is material stored: NIA
How many disposal shipments per year: NIA
Name of transport 1 disposal vendor: NIA
Vendor address: N/A
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
® Check for $100 made payable to NCDENR.
This completed application and all supporting documentation. See Question 10.
E;T If an Erosion & Sedimentation Control (E&SC) Plan is required from Division of Land Resources (DLR)
or local designee: documentation verifying applicant has developed and submitted that Plan to the
governing agency (required per 15A NCAC 02H .0138).
99 Two (2) site plans depicting the site plan with numbered outfalls which indicate stormwater and wastewater
outfalls. See Question 10,
A county map or USGS quad sheet with location of facility clearly marked.
29) Signatory Requirements (per 40 CFR 122.22)
All applications, reports, or information submitted to the Director shall be signed and certified.
a. All notices of intent to be covered under this General hermit shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this permit, a responsible corporate officer means: (a) a president,
secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who performs similar
policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing production or operating facilities
employing more than 250 persons or having gross annual sales or expenditures exceeding 25 million (in second quarter 1980 dollars), if
authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official.
Page 6 of 7
SW U-229-07122011

NCG140000 N.O.I.
Certification; North Carolina General Statute 143-215.6 E(i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other
document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false statement of
a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly renders inaccurate
any recording or monitoring device or method required to be operated or maintained under this Article or rules of the lEnvironmental
Management] Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed ten
thousand dollars ($10,000).
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit will
constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an individual
permit.
I certify that I am familiar with the information contained in this application and that to the best of my knowledge
and belief such information is true, complete, and accurate.
Printed Name of Person Signing: Henry D. Butts, Jr.
Title: Vkceresidert, S.T. Wooten Corporation
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to: NCDENR
Mail the entire package to:
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DWO Regional Office for your area.
DWO Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...(252)
946-6481
Wilmington Office ..,
[phone]
Winston-Salem ......
[phone]
Central Office .........
[phone]
Page 7 of 7
SW iJ-229-07122011

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Datum NA083
077' 30' D0.00" W 077' 28' 00 00" W
-- COpyrWK(C) IM, Mlptsch, {nc
077' 2600.

EUR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM Pat McCrory, Governor
Director John E. Skvarla, III, Secretary
May 01, 2013
LETTER OF APPROVAL WITH MODIFICATIONS AND
PERFORA4ANCE RESERVATIONS
S.T. Wooten Corporation
Henry D. Butts, Jr.
PO Box 2408
Wilson NC 27894-2408
RE: Project Name: S.T. Wooten Corp. Burton Park Concrete Plant/ Express Review
Project ID: ONSLO-2013-094 Acres Approved: 8.50
County: New Hanover, Burton Park Blvd., Jacksonville
River Basin: Cape Fear
Submitted By:
Date Received by LQS: May 0l, 2013
Plan Type: New
Dear Sir or Madam:
This office has reviewed the subject erosion and sedimentation control plan and hereby issues this
Letter of Approval with Modifications and PerforInMice Rcscrvallons. A list of the modifications
and reservations is attached. This plan approval shall expire three (3) years iullov.,ing the date of
approval, if no land -disturbing activity has been undertakcn. tls is required by Title I >A NICK 413
.0129. Should the plan not perform adequately, a ri:vised plan Will he i'Cgliit'L`d (G.S, t 13A-a4.1)(b).
Please be aware that your project will be covered by the enclosed NPDES Construction Stormwater
General Permit NCG010000. Please become familiar with all the requirements and conditions of
this permit in order to achieve compliance.
Please be advised that Title 15A NCAC 413 .01 18(a) i'cClliii'eS that a copy of the approved erosion
control plan be on file at the job site. Also, ,vnu should c011sider this loicr to give the Notice required
by G.S. 113A-G l A (a) of our right of periodic inspeciion to insure complimicc with the approved plan.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] Fax [phone]

\ N/F
MOORE, EVELYN L /
NCPIN: 425803326398
PARCEL ID: 016757
DB 957 PG 587
ZONING: RURAL AGRICULTURALlip;
\ \' A USE: WOODED/VACANT _ �-
N/F
CAPE FEAR PRECAST, LLC
NCPIN: 435803314445
Ar3flcl In- n7-107.7
vim. uzoo TJA7 L 1'1
BM 53 PG 50
ZONING: HEAVY INDUSTRIAL
USE: PRECAST CONCRETE MANUF.
DRIVEWAY TO BI
TO NCDOT STAN
SEE DETAILS SF
-
DRIVEWAY TO 8'R CONSTRU
TO NCDOT STANDARDS.
SEE DETAILS SHE 11
N/F
ONSLOW COUNTY
NCPIN: 435803319414
PARCEL ID: 071976
DB 1365 PG 322
BM 53 PG 50
ZONING: HEAVY INDUSTRIAL
USE: ELEVATED WATER TANK
EXISTING ELE
WATER TANK
Knowwhai°s below.
Callbefom you dig.
SITE DATA TABLE
OWNER :
S.T. WOOTEN CORPORATION
PO BOX 2408
WILSON, NC 27894
ADDRESS:
BURTON PARK BOULEVARD
JACKSONVILLE, NC
CURRENT USE:
OVACANT
PROPOSED USE:
@CONCRETE PLANT
CURRENT ZONING:
-H—IN (HEAVY INDUSTRIAL)
TOTAL SITE ACREAGE:
ell0.00 AC
ACREAGE IN SETBACKS:
al.93 AC
NET DEVELOPABLE ACREAGE:
8.07 AC
NCPIN:
435702697417
PARCEL NUMBER:
036248
DEED BOOK/PAGE: 1365/322
MAP BOOK/PAGE: — 64/76
# OF EMPLOYEES: 8-10
HOURS OF OPERATION: e6 AM — 6 PM TYPICAL
OCCASIONAL NIGHT WORK ON
PROJECT SPECIFIC BASIS
REQUIRED PARKING SPACES: 5
PROVIDED PARKING SPACES: 99 (1 H/C ACCESSIBLE)
GROSS FLOOR AREA: 784 SQ. FT.
EXISTING BUILDING LOT COVERAGE: e 0 SQ. FT.
PROPOSED BUILDING LOT COVERAGE: 784 SQ. FT.
BUILDING HEIGHTS:
CONTROL ROOM: 15' TALL (1 STORY)
MAXIMUM PLANT HEIGHT: 30' TALL
GENERAL NOTES:
1. CONTRACTOR MUST NOTIFY ONE —CALL CENTER, INC. (NC ONE --CALL) (1-800---632-4949) AT LEAST 48 HOURS
PRIOR TO THE START OF EXCAVATION OR TRENCHING TO HAVE ALL UNDERGROUND UTILITIES LOCATED.
ONSLOW COUNTY 2_ ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO ONSLOW COUNTY'S AND THE STATE'S STANDARDS.
NCPIN: 435702697463 3. THERE IS NO 100 YEAR FEMA FLOODPLAIN LOCATED ON THIS PROPERTY PER FIRM PANEL 3720435800J EFFECTIVE
PARCEL ID: 036248 DATE NOVEMBER 3, 2005.
DB 1365 PG 322
BM 64 PG 76 4_ NO JURISDICTIONAL WETLANDS EXIST ON PROPERTY PER SITE SURVEY BY HAL OWEN & ASSOCIATES, LICENSED
BM 36 PG 152 SOIL SCIENTIST.
ZONING: HEAVY INDUSTRIAL 5. BOUNDARY INFORMATION FROM RECORDED PLATS AND DEEDS_
USE: WOODED/VACANT 6. DRIVEWAYS TO BE CONSTRUCTED TO NCDOT STANDARDS.
NEW ACREAGE: 533.61 AC
OLD ACREAGE: 543.61 AC REFERENCES
# DB 136 PG 322
s DB 919 PG 251 ``�ti►iiiirnrrr��
s DS 957 PG 587
• DB 1248 PG 666 pFES
�•
•
DB 1365 PG 322 = `"• j2
_ ; SO's
* DB 2898 PG 219 _ O�Q ti •
# DB 3992 PG 971 ° o �•
• BM 36 PG 152 SE _ ar
« BM 51 PG 127 039756
• BM 53 PG 50
• BM 64 PG 76 '�H
# BM 58 PG 117 % •'••r'•: ��� SCALE I'=90'
• BM 66 PG 138 r�%`/ S. F�5���` �� f3
��rrri S� !
Na
Revision
Date
By
1
Onslow County Site Plan Comments
5 7 2013
RSF
2
Mity Revisions
5/10/2013
RSF
3
Site BMP Revisions
5/16 2013
RSF
4
Issued Construction Orawin s
6/3/2013
RSF
De*ff
Want
Stale
r = ST
��
1a
Checked 9y
106 Na
DW
212M10
S.T. WOOTEN CORPORATION
BURTON INDUSTRIAL PARK CONCRETE PLANT
JACKSONVILLE ONSLOW COUNTY NORTH CAROLINA
SITE PLAN
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
115 Madman Drive Cary, North Carolina 27511 tel: [phone] www.withersrovenel.com license No. C—W2
Shoat Noa
2 .11

I \ ,
t 1
I + +
\ t "
I ,
` 5 ♦ /
+
r~
I
G\S I
OPOSED CHAIN
t ` \` r LEVEL EADER / LINK FENCE \
/ J-. I
/` , \ +1 �,4TP SEDIMENT IN #1
'I, +, �\� + 't + 1`7
- BMP OUTLET CONVERT TO 1 ONG£ p r r
STRUCTURE ` I SffE/IS STABILIZED
41.00
-TEMP. BAFFLES FOR
SKIMMER FOR SEDIMENT BASIN KI FOR
SEDI BASIN #2 N 1 - - • , ' ' `
X ` / / X2' . RAP
7
`, ao P. BAFFLES FOR y r N SKIINIy < ,' ' /, ; ;';','•
`, t t, �_ S T BASIN #2 ,' i
4',`,11, '_ }`t INSTALL'4.'X4' 1 \ \ ` - _ ` i ,{" i / ,SThUCTU
RIP RAP PAD UNDER SKIMME
\ , -­41 PROPOSED \� 1
/` _ `"'� BERM
♦, \, . \, WET PO / C� u -
' �.36/�
�ti=
1 U fEL SPREADER
�`�'; NEW PROPERTY LINE
' POOL
DAM-
`$EDT NT BASIN # dry
CO T TO BMP �1 ✓ / "'Juv v�h u �'', r, , , , r
i NC� S I STABILIZED _ _ - / ' / r /„ • r
x / DITCH: D
, REA: 2.45 AC
C r FACTOR: 0.80 / /' r' r r:i'
,� --- , . , � � �-fii0: 9.18 IN/HR '
t \ ICA \\ \� ' �, F` SLOPE: 1 O% 50
if
VV t { ` i �IL '
_ Q10: 17.99 CF5
V10
: 4.52 FT�S
t r
,__- ! MATERIAL STORAGE
", YARD
f50
`,\ \ `, TREE PROTECTION
r\+� I'. '`� SILT FENCE
r
DITCH: D2
AREA 0.68 AC
` t; �1 �\ �� i " \\ i ,r' ♦ C FACTOR: 0.80'
110: 9.18 IN W
1+ ` �`\ ` ` `. '� 1 TEMP.
'\\ r r, �\ 'r SLOPE: �6%
STOCKPILE \ i `; . Q O r' \ Q 10: 4.9 CF5
�Dc 10: 3.�FT/S
tt '� �\ '\���-♦ _t\\ PROPOSE
BERM
'r
\
t \ + `,. , ,t•, \ �' \ �l \ / SILT FENCE
r i /'\�� `♦ - `` �' ���,` i \ \\ / II +, ``. PROPOSE[ SDI J RSION
! r Y ♦` `\\X, �� \ , 1 i ,' `� DITCH f � p�' \� / //i, f
EROSION CONTROL DATA TABLE*
AO
\ ♦ ♦ ♦ \,<♦� � � 1 ! i � ` � ' � ,'firms''
;, \ t /j I `+ DITCH
,1 `` \` , \ 's�(, I } AREA 0.22 A r , r
`.`; `�_ 56, X 14• `a C FACTOR. 0.8
\ 1 110: 9.18 IN/HR Q /'
♦`:,. I ' ODU BUILDING `+ SLOPE: j 0
PE L1;T'. ., ♦ ; I FEE: 47.aa `, 010: 1 62 CF'S
\ P OTE ON `, `. `` `. / , I , V 10: 2.47 FT
TEMPORARY
- _ - . _ _ ♦� CONSTRUCTION i ,,•
• ,
\ ENTRANCE ; �•r > [ r ,/ ,,,• ,•
`Q♦ / Ct
\INV..00
�♦ I 3 , , ,
TRUCK WASHD WN
`ti ♦. `. `` ` O r' AREA L PROPOSED
/- ♦ ♦♦ _ 7.5 47.5 ' /L BEAM
. r
GENERAL GRADING AND EROSION CONTROL NOTES:
1. ALL EROSION CONTROL SHALT. BE IN ACCORDANCE WITH ONSLOW
COUNTY SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE
22�GRADED SLOPES AND FILLS WILL BE SLOPED AT 3H:1V OR
3. ALL DENUDED AREAS MUST BE STABILIZED PER NPDES REQUIREMENTS.
SEE TABLE THIS SHEET.
4. SILT FENCE STAKES SHALL BE SIX FEET APART IF NO WIRE BACKING
IS USED.
5. ANY SPOIL MATERIAL WILL BE STOCKPILED IN AN APPROVED LOCATION
ON -SITE AS SHOWN ON THE PLANS.
6. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND
WITHIN 24 HOURS AFTER EVERY RAINFALL EVENT.
7. TOPOGRAPHIC SURVEY PROVIDED BY S.T. WOOTEN CORPORATION.
NPDES STABILIZATION CHART
1) Ground Stabttfaalion• I
Site Area
Stabilization
Stabillzadon Time
Description
Time Frame
Frame Face
• Perimeter dices,
swales, ditches
7 days
Nave
and slop"
s highQualy
Water(HQW)
7days
None
Zones
If slopes ate 10' or
s Slopes steeper
7 s
leas in length and are
than 3:1
not steeper dm 2.1,
14 days are allowed
7-days for slopes
10 Slopes 3:1 or
14 days
greater than 50 feet
flatter
in length
s All other areasNona
(except for
slopes flatter
14 days
perimeters and
than 4: 1.
N W Zones
' of ume may be approved by the pe®►umg auttwflty
based on weather or oilier site -specific aeuditions that make a mplimme
i-Vo[iiarble" (Section M)(b))
Drainage
Denuded
Volume
Volume
sure
Surface
Basin
Basin
Sediment
Calculated
Actual Weir
Basin No.
Basin Type
Area
Area
Rational C
Required
. Provided
Area
Area
Length
Width
Storage
Weir
Length
010 Dz
(ac)
{ac)
(cf)
(cf)
Required
Provided
(ft)
{ )
Depth
Length
(ft)
(cfs) (�)
SB #1~1
SEDIMENT
5-1
..5.1
0.35
9,108
28,900
7,082
14,450
170
85
2
15.3
15
16.3 10-2
SB#2 _ILSEDIMENT
1.7
1.7 "'
0.35
1 3,D60
12,100
2,379
6,050
110
55
2
1 5.1
10
5.5 3.4
I `
LINE DIVERS DITCH • ,
----, i - - NEW 9 - CP t i L�' +'�1 WITH NA EN S11 0
+ I \ DRIVEWAY PE `� . i TEMPO LINER
TEMP Y
-------' ', ♦\♦\•�`� `� CON UC
XN
r , 85
O
PIPE LET \ ` ; -
YY i PROTEC ON
I
s NEW I � I,� � 7.00
IN: 39. `l\\ `L
I PROPOSED
--------''S '`� I HEADWALL
/ NEW EROSION CONTROL NARRATIVE
DRIVEWA E,� \ .\�, IEahl INV. ` THIS PROPOSED PROJECT CONSISTS OF CLEARING AND GRADING ACTIVITIES ASSOCIATED
OUT 39135
WITH CONSTRUCTION OF A CONCRETE PLANT. ACCESS TO THIS SITE WILL BE
PROVIDED BY TWO NEW DRIVEWAYS OFF OF BURTON PARK BOULEVARD. TEMPORARY
!` : EX. INV �- - - GRAVEL CONSTRUCTION ENTRANCES WILL BE INSTALLED AT THIS SITE ACCORDING TO
STATE SPECIFICATIONS.
THE EXISTING TOPOGRAPHIC NATURE OF THIS SITE IS GENERALLY LEVEL TO SLOPING.
PIPE INLET"'-, AN EXISTING HIGH POINT BISECTS THE SITE AND STORMWATER IS CONVEYED NORTH
PROTECTION ??� ,�,`,f,� ; AND SOUTH FROM THIS RIDGE. ALONG THE PROPOSED SOUTHERN PROPERTY LINE.
'S� ` •� `•� ,, ' AN EXISTING MAN-MADE DRAINAGE FEATURE COLLECTS STORMWATER BUT DOES NOT
\ i ��\ ' ��♦���' y\ `'' r' ,' DISCHARGE THE STORMWATER WILL TYPICALLY INFILTRATE INTO THE SOIL DURING DRY
,' `� <V ``♦ `♦ \ ♦ ` `ti U /,,, , , \\,\ C AA PERIODS.
.90
` `•A t1 ` ��� / f' �`��O °'°°°S5.'°•.e, THE PROPOSED EROSION CONTROL AND STORMWATER MEASURES AT THE CONCRETE
\ i ��� �`.` \ ` `•�.�_� �� �`, !,` �,' �,` .+•'LQ E rp •+ PLANT SITE WILL CONVEY STORMWATER TO TWO (2) STORMWATER WET PONDS. BMP
�� S q _ 1 WILL BE LOCATED EAST OF THE PLANT AND BMP 2 WILL BE LOCATED NORTH OF
_ THE PLANT. EACH BMP WILL OUTLET TO EXISTING DRAINAGE FEATURES.
♦ , �.♦..��
r , ,
0 756 Z SEDIMENTATION AND EROSION CONTROL WILL BE MAINTAINED ON THIS PROPERTY BY
�N -N \' � ' UTILIZING A TEMPORARY CONSTRUCTION ENTRANCE. SILT FENCING, TREE PROTECTION
t' `` ` • `` ") `,NG� j/7�[j 1 FENCING, ARC FILTERS, AND ROCK CHECK DAMS.
R4r S F �S
0 25 80' 100' 200'
SCAM 1' =5('
FINANCIALLY RESPONSIBLE COMPANY: S. T. WOOTEN CORPORATION
3801 BLACK CREEK ROAD
WILSON, NC 27894
[phone]
ATTN: BUTCH LAWTER, PE
DESIGNER/ENGINEER:
WITHERS & RAVENEL, INC.
115 MACKENAN DRIVE
CARY, NC 27511
[phone]
CONTACT:
RYAN FISHER, PE
DEVELOPMENT TYPE:
PORTABLE CONCRETE PLANT
SITE AREA:
10.00 AC
IMPERVIOUS SURFACE
AREA CALCULATIONS
Filter Basin Skimmer Orifice Calculations
Orifice Equation
Q=Cd*A*(2gh)'1(112)
SB #1
Variables
Constants
Basin Volume:
28,900 cf
9 =
32.2 fUs2
Head:
0.25 ft
Cd=
0.59
Draw dawn time:
48 hrs 172,800 sec
Orfce Area =
0.071 sf 10.173 sq. in
Orifice Diameter =
3.60 in
Orifice Radius =
1.8 in
USE 4 INCH DIAMETER ORIFICE
SB #2
Variables
Constants
Basin Volume:
12,100 cf
9 =
32.2 ftls2
Head:
0.25 ft
Cd=
0.59
Draw down time:
48 hrs 172,800 sec
Orifice Area =
0.030 sf 4.259 sq. in
Orifice Diameter =
2.33 in
Orifice Radius =
1-2 in
USE 2 INCH DIAMETER ORIFICE
SURFACE AREA OF MATERIAL STORAGE YARD: 3.18 AC
SURFACE AREA OF GRAVEL/CONCRETE 1.81 AC
PLANT AREA:
SURFACE AREA OF BUILDINGS 0.02 AC
(INCLUDED IN GRAVEL AREA):
TOTAL IMPERVIOUS SURFACE AREA: 4.99 AC
OF IMPERVIOUS SURFACE 49.90%
FLOODPL4IN: NO 100--YR FLOODPL4IN LOCATED
ON SITE PER FEMA FIRM PANEL
3720435800J - PANEL 4358.
BAYMEADE FINE SAND & LEON FINE SAND
EROSION CONTROL LEGEND
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
'r
t
TEMPORARY SEDIMENT TRAP
ROCK PIPE INLET
PROTECTION
®
ROCK CHECK DAM
1P Ir
TREE PROTECTION FENCING
-------------------- --
CLEARING LIMITS
X X X X-
SILT FENCE
E-- �-
DIVERSION DITCH
DIVERSION DITCH LINED
i»»»»»i�
WITH NA GREEN S150
TEMP. LINER OR APPROVED
EQUAL
TOTAL DENUDED AREM MAC
CONSTRUCTION SEQUENCE
1. INSTALL TREE PROTECTION FENCING. TREE PROTECTION FENCING
MUST BE INSTALLED AND INSPECTED PRIOR TO ISSUANCE OF A LAND
DISTURBING PERMIT.
2. OBTAIN LAND DISTURBING PERMIT. CALL EROSION CONTROL
INSPECTOR A [phone] PRIOR TO BEGINNING CONSTRUCTION.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE PADS.
4. INSTALL TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT BASINS,
OR OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR
ONLY AS NECESSARY TO INSTALL MEASURES.
5. CALL FOR ON SITE INSPECTION BY NCDENR AND OBTAIN CERTIFICATE OF
COMPLIANCE
6. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED.
ROUGH GRADE SITE.
7. INSTALL STORM SEWER AND PROTECT INLETS WITH ROCK PIPE INLET
PROTECTION, SILT FENCING, OR OTHER APPROVED MEASURES AS SHOWN
ON THE PLAN. BEGIN CONSTRUCTING CONCRETE PLANT AND OTHER
BUILDINGS.
8. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE WITH
APPROVED VEGETATION, PAVING, DITCH LININGS, ETC. CONVERT SKIMMER
BASINS TO PERMANENT STORMWATER WET PONDS.
9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED
COMPLETELY, CALL FOR INSPECTION BY NCDENR.
10. IF SITE IS APPROVED, CONVERT TEMPORARY DIVERSIONS TO PERMANENT,
SILT FENCING, SEDIMENT BASINS, ETC., AND SEED OR PAVE ANY RESULTING
BABE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES
(SUCH AS VELOCITY DISSIPATORS) SHOULD BE INSTALLED NOW.
11. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE
INSPECTION BY NCDENR.
12. OBTAIN A CERTIFICATE OF COMPLETION.
Na I Reiman I Dde I By
1 I Onslow County Site Plan Comments 1 5/7/2013 RSF
Waal
Drawn By
Dm
RFIDW
Ciwiw 9y
)A Na
DW
2'21=10
S.T. WOOTEN CORPORATION
BURTON INdUSTRIAI PARK CONCRETE PLANT
JACKSONVILLE ONSLOW COUNTY NORTH CAROLINA
GRADING, SEDIMENTATION AND
EROSION CONTROL PLAN
WITHERS & RAVEN EL
ENGINEERS 1 PLANNERS I SURVEYORS
115 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersrovenel.com License No. C-0832
SMet Na
4,11

O O O O O
O
TP TREE PROTECTION
SILT FENCE
TP
--------------------
--------------------
/7�..1v,.�l..J...1-..f.�4�5✓..."�.1.."..'
MATERIAL STORAGE YARD-
65
- � 34
WET POND I F.IN
3 p RMAL POOL EL: 36.50 X
X !� !� TOP OF DAM: 41.00
OTTOM OF POND26.50
:
! CLASS B RIP RAP
-RE Y LINING AROUND O11J.T-L-ETT_ }E
STRUCTURE ----
CONCRETE WEIR j
OUTLET STRUCTURE f
3' WIDE REINFORC ID
CHANNEL ALQNG I
DES -CLASS
RAP 12" MIN DE
J / I 36.50 X
_- ij
DIV.E-RSlON
-D TCH
10' LONG, 12" WIDE
CONIC.SPREADER'/_ 8
' 41 x 0-.00/ TOP OF LIP: 36.50 �4_1
-
I
STORMWATER WET POND - BMP 1
1"f = 2Q' SCALE:120'
INDUSTRIAL PARK BUFFER PROPOSED CHAIN
,t--LINK FENCE
TREE PROTE
SILT FENCE
EXISTING
DRAINAGE
SWALE _
EXISTING WOODS
DIRECT OUTLET PIP r
TO LEVEL
10' 12/'4111DE
/SPREADER y`
rO�P A LIP: 40A0-
' '' 4
�+ J
3' WIDE REINlgRCED t
CHANNEL Ag0JW LEVEL
---SPREADER; s✓,I;ASS B RIP X 4�
RAP _12' �M W DEEP
21,
+✓" L 5
v y
DIVERSION '+
44.50 L� X DITCH '
+
L/ ,
L '
-RAP
AROUND OUT
x44.50
WET POND
/ NO MAL OP OF OOL AM EL: 44.5000 ` I I m
' / BOTTOM DF POND: 34.50 cD1
X ! 1
40, 1 !
Sp. ReQVR� _ (+ �
Sp• EO S '
wOp �� yqR�
4
�� L,, •4 EXISTING WOODS
STORMWATER WET POND - BMP 2 ° 1w
M q
1 = 2(Y SCALE 1' m 2('
0.00% SLOPE ON TOP OF
SEE PLAN FOR LEVEL
LEVEL SPREADER (FLAT SLOPE)
SPREADER LENGTH
LEVEL SPREADER UP ELEVATION=
6'
4 -6" HIGHER EXISTING SLOPE ON
DOWNSTREAM SIDE
LOW FLOW PIPE
LEVEL SPREADER 0
FROM OUTLET STRUCTURE
PSI. MIN COMPRE3,00SSIVE
DIFFUSED FLOW
STRENGTH)
INSTALL CLASS B RI�=
3'-0"
RAP FROM OUTLET TO
_
BOTTOM OF SCALE 18"
='
MIN DEPTH, 3' WIDE WITH
VEGETA: "`=`: "+-`: "-`--
GEOTEXTILE LINER
SCALE ' -- _- -- -
57 WASHED STONE -
"
THICK ((MIN
PERMAMENT G>01EXT1LE
BMP ##1
DIMENSIONS
ELEV.
UNDERLINER
BMP #2
DIMENSIONS
ELEV.
NORMAL POOL
14,224 SF
36.50
COMPACTED
NORMAL POOL
8,696 SF
40.00
SEASONAL HIGH WATER TABLE
36.88f
�.
SUBGRADE
SEASONAL HIGH WATER TABLE
40.26±
POND BOTTOM
26.50
POND BOTTOM
34.50
TOP OF BERM
10 FT_
41.00
TOP OF BERM
10 FT.
44.50
CONCRETE WEIR WIDTH
10' WIDE
38.50
CON;RETE WEIR WIDTH
5' WIDE
42.00
WEIR NOTCH WIDTH
1' WIDE
38.00
WEIR, NOTCH WIDTH
1' WIDE
41.00
100-YR WATER SURFACE ELEVATION
39.66
100•-YR WATER SURFACE ELEVATION
42.51
WATER QUALITY ORIFICE
2.5" ORIFICE
WATER QUALITY ORIFICE
1.5" ORIFICE
OUTLET PIPE INVERT UP NORMAL POOL
52 LF 4 DIP
36.50
TYPICAL SWALE
LEVEL SPREADER
DETAIL
OUTLET PIPE INVERT UP NORMAL POOL
33 LF 4" DIP
40.00
OUTLET PIPE INVERT DOWN
® 0.00%
36.50
i
NTS
OUTLET PIPE INVERT DOWN
® 0.00%
40.00
TOP OF DAM (10' MIN WIDTH)
EL 41.00
o
MIN. 5' WIDE BER
IQ
M
MIN. 5' WIDE BER
co
_ EL--37.0
�
I ! I I
EARTHEN DAM 3, r
EL40.5
i
FOREBAY
PERMANENT POOL ELEVATION: 36.50
�HWT
ELEV. � 3&.88
,
PERMANENT POOL ELEVATION: 40,00
_ _ -
WET POND
# i0:1
7
j
--__
FBERMY
-_
WET POND
---�----------------------_
FOREBAY
----------------------_- _ _ __ ____
� ' _ T
I
3 FQREBAY
- ----------
BOTTOM OF POND ELEVATION: 34.50
BERM
BOTTOM OF POND ELEVATION: 26.50 "7 3��I
i
10'
WIDE VEGETATED SHELF TO
VEGETATED SHELF
-
VEGETATED SHELF EXTEND TO A DEPTH OF 6' ABOVE
I , I. I
I I i i
AND
BELOW THE PPE
SEDIMENT REMOVAL
SEDIMENT REMOVAL
ELE
ELEV.: 35.50
TYPICAL CROSSSECTION
B-B
SEDIMENT REMOVAL
ELEV.: 27.5o
TYPICAL CROSS SECTION
A -A
3 ORaMovAL
ELEV.:31.00
;
STORMWATER WET
POND -
BMP 2
STORMWATER WET POND -
BMP ,1
NTS
NTS I
MATERIAL STORAGE
YARD
DIVERSION
DITCH
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TOP OF DAM (10' MIN WIDTH)
EL 44.50
10' WIDE VEGETATED SHELF TO
EXTEND TO A DEPTH OF 6" ABOVE
AND BELOW THE PPE
Na Re'ui m Date By
I NCDENR Stormwater Revisions 5 2013 RSF
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Date
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41251C3
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212033i10
S.T. WOOTEN CORPORATION
BURTON INDUSTRIAL PARK CONCRETE PLANT
JACKSONVILLE ONSLOW COUNTY NORTH CAROUNA
STORMWATER BMP DESIGN & DETAILS
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
115 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersravenel.com license No. C-0832

ra
�11�
BUFFER SPECIFICATIONS:
1. UNLESS SPECIFIED ELSEWHERE IN THIS ORDINANCE, A BUFFER
SHALL BE ONE OF THE FOLLOWING:
A. AN SIX (6) FOOT HIGH OPAQUE FENCE/WALL INSTALLED NO
CLOSER THAN THREE FEET FROM THE PROPERTY LINE WITH
EVERGREEN PLANTINGS BETWEEN THE FENCE AND PROPERTY LINE; OR
B. A BUFFER THAT IS EIGHT 8 FEET WIDE SHALL INCLUDE
TWO (2) STAGGERED ROWS OF EVERGREEN PLANTINGS, TO
INCLUDE 6 TREES, 6 FEET IN HEIGHT AND 20 SHRUBS PER 100 FT; OR
C. A TWENTY (20) FOOT WIDE NATURAL WOODED BARRIER, OR
D. A COMBINATION OF A BARRIER AND PLANTINGS AS APPROVED
BY THE ZONING ADINISTRATOR.
2. A BUFFER SHALL NOT BE PLACED IN THE RIGHT —OF ---WAY OR
WHERE IN WILL INTERFERE WITH A SIGHT TRIANGLE.
3. THE OPAQUE FENCE OR WALL MUST DAMPEN NOISE AND
SHALL NOT PERMIT VISIBILITY FROM ONE SIDE TO THE OTHER. IT
MAY BE OF DECORATIVE MASONRY, WOOD PLANK, OR BASKET
WEAVE CONSTRUCTION.
4. WHERE EVERGREENS (TREES AND SHRUBS) ARE USED, A
SPECIES AS RECOMMENDED BY THE COUNTY AGRICULTURAL
EXTENSION AGENCY AND SIZE NO LESS THAN 3 GALLON
CONTAINER SIZE_
5. THE NATURAL WOODED BARRIER SHALL BE UNDISTURBED,
NATURAL LOW BUSHES, SHRUBS, OR TREES. THE NATURAL BUFFER
MUST PROVIDE REASONABLE SCREENING IN THE ESTIMATION OF
THE ZONING ADMINISTRATOR.
PERIMETER BUFFER REQUIREMENTS:
THE PERIMETER BUFFER SHALL FUNCTION AS AN OPAQUE SCREEN. EVERGREEN SHRUBS,
CONSISTING OF LEYLAND AND/OR MURRAY CYPRESS, SHALL BE PLANTED IN SUCH A WAY TO
FORM A CONTINUOUS VISUAL BARRIER, WITH NO SHRUB BEING GREATER THAN TEN (10) FEET
FROM ANOTHER REQUIRED SHRUB. SHRUBS WILL BE A MINIMUM OF THREE (3) FEET TALL AT
THE TIME OF PLANTING AND ARE EXPECTED TO REACH A HEIGHT OF AT LEAST SIX (6) FEET
WITHIN THREE (3) YEARS OF PLANTING.
NO VEGETATION SHALL BE PLANTED INSIDE UTILITY AND/OR DRAINAGE EASEMENTS, EXCLUDING
OVERHEAD EASEMENTS, WITHOUT THE CONSENT OF ONSLOW COUNTY AND THE EASEMENT
HOLDER.
PLANTING REQUIREMENTS
WATER (NORMAL POOL TO V BELOW 21945 SF 50 HERB:
PLANTS
/ 200 SF = 486 PLANTS
ICAL NAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
75
i
Acorus calamus
_
Sweet Flag
CONT.
1 Gal.
24' O.C.
13
Acorus calamus 'Vorie ato'
Variegated Sweet Flag
CONT.
1 Gal.
24' 0_C_
13
Peltandra virginica
Arrow arum
CONT.
1 Gal.
24' O.C.
143
Pontedoria cordato
Pickerelweed
CONT.
4' Pot
24' O.C.
Sagittaria lotifolia
Broadleaf Arrowhead
CONT.
1 Gal.
24" 0_C.
ff
Soururus cernuus
Lizard's tail
CONT.
4' Pot
24 O.C.
Schoenoplectus tabemaemontani
Softstem Bulrush
CONT.
4' Pot
24' O.C.
LAND ORMAL POOL TO 6" ABOVE)
= 21M SF 50 HERBL PLANTS / 200
SF = 528 PLANTS
TY
I BOTANICAL NAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
52
Carex stricta
Tussock Sedge
CONT.
4' Pot
24' O.C.
52
Iris versicolor
Northern Blue Flog Iris
CANT.
4' Pot
24" O.C.
132
Iris virginica
Southern Blue Flog Iris
CONT.
4' Pot
24 O.C.
162
Juncus effusus
Soft flush
CONT.
4 Pot
24' O.C.
119
Lobelia cardinalis
Cardinal Flower
CONT.
C Pot
24" O.C.
11
Scirpus cyperinus
Weolgrass
CONT_
1 Gal.
124 O.C.
PLANTING REQUIREMENTS
WATER(NORMAL
POOL TO 6" BELOWI = 1AM SF 50 HERB:
PLANTS
/ 200 SF = 262 PLANTS
TY
BOTANICAL NAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
40
i
A Torus calamus
Sweet Flag
CONT.
1 Gal.
24" O.C.
7
Acorus calamus 'Voriegata'
Variegated Sweet Flag
CONT.
1 Gal.
24' O.C.
7
Peltandra virginica
Arrow arum
CANT.
1 Gal.
24" O.C.
77
Pontedaria cordato
Pickerelweed
CANT.
4" Pot
24" O.C.
14
Sa itteria latifolia
Broadleaf Arrowhead
CANT.
1 Gal.
24" O.C.
77
Saururus cernuus
1
Lizard's tail
CONT.
4 Pot
24" O.C.
40
Schoenoplectus tobernoemontani
Softstem Bulrush
CONT.
4' Pot
24" O.C.
LAND (NORMAL POOL TO V ABOVE) =11I7 SF 50 HERB. PLANTS / 200 SF = 279 PLANTS
CITY
I BOTANICAL NAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
27
i
Carex stricta
Tussock Sedge
CONT.
4" Pot
24' O.C_
27
Iris versicolor
Northern Blue Flog Iris
CONT.
4' Pot
24' Q.C.
70
Iris virginica
Southern Blue Flag Iris
CONT.
4' Pot
24' O.C_
86
Juncus effusus
Soft Rush
CONT,
4 Pot
24' O.C.
63
Lobelia cardinalis
Cardinal Flower
CANT.
4' Pot
24" O.C.
6
Scirpus cyperinus
Woolgross
CON'
1 Gal.
24" O.C.
ARp
= oFssxo
e D 25'
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Onslow County Site Plan Comments
5 /2013
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S.T. WOOTEN CORPORATION
BURTON INDUSTRIAL PARK CONCRETE PLANT
JACKSONVILLE I ONSLOW COUNTY NORTH CAROLINA
LANDSCAPE PLAN
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
115 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.withersrovenel.com License No. C-0832

-
4• CATCHMENT
TO OFF5ITE N I r=i r
41 ;t
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S.T. WOOTEN CORPORATION
BURTON INW51FitlAl. PARK CONCRETE PLANT
ONIM caulk" "a
BMP 1 - STORMWATER WET POND DESIGN
Project Name: ST Wooten -Burton Park Lot 4 BMP #1 ELqLW #: 2120335.1
City/State: Onslow County Date. 30-Apr-13
Tabk 10.4 Surface Area to Drainage Area Ratio for Permanent Pool Suing for 90% ftnutant
pa.....wl XAf1r4 n.,.... r. vft l Rn-:onc
% Impervious
Permanent Pool Depth
3.0 3.5 4.0 1 4.5
(feel)
5.0 5.5 1 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
5o
5.6
5.0
4.3
3.9
3.5
3.1
2.7
60
1 7.0
6.0
53
4.8
4.3
3.9
3.4
70
8.1
1 7.0
1 6.0
5.5
1 5.0
1 4.5
3.9
80
9.4
1 8.0
1 7.0
6.4
1 5.7
5.2
4.6
90
10.7
1 9.0
1 7.9
1 7.2
1 6.5
5.9
5.2
lob
12.0
1 10.0
1 8.$
1 8.1
1 7.3
6.6
5.8
Source: NI:UtNWUWq �oIormvvaier Celt Management rraciics, pg. ItFra, jury LW/ rev. °rrmn
STORMWATER BMP - STORMWATER WET POND 126% TN Removal)
Land Use
Area
(ac)
% 1A
Imp. Arm
(210
Impervious
4.02
100
4.02
BMP
0.64
51
0.33
-OpenSpace
0.2.2
0
0.00
Future Impervious Area
1 0.18
1 100
1 0.18
Totals
1 5.06
4.52
I Mai % Impervious burtace Area =
OVA 7"
Surface Meal of PeupaneW Pool:
mm
Average depth - 5.00 ft
SAIDA ratio - 6.45
From Table 10.4
Minimum pond surface area (SA) - (DA
* SAIDA ratio)/100
SA = 0.327
acres
14224
sq. ft.
Norrnal pool elevation = 36.5
feet
Surface area provided = 0.327
acres
14224
sq.fL
1.54nch 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, info.
I = Pemznt impervious
Rv - 0.85 infn.
Total runoff volume from 1.5-inch precipitation:
Runoff volume, S - (Design rainfall) (Rv) (Drainage Area)
S = OZ41 acre-ft
23550 cu.ft.
Water quality pool elevation = 37-89
feet
Overflow elevation= 38.00
feet
Storage volume provided = 0589
acre-ft
25657
cu. ft.
K112U2-033000335.10-S f Woo" i.ar 4 BwUa Ptl MH-MRMP N t
SCAM 1' ft 150'
STORMWATER PRE DEVELOPMENT WITHERS &- RAV E N E L
DRAINAGE AREA MAP ENGINEERS I PLANNERS 1 SURVEYORS Of z
1t5 @w%_ M. Cn%& dr*. M1 mt m-M-1119 U.- o'C-M
BMP 2 - STORMWATER WET POND DESIGN
Prolect Name: ST Wooten -Burton Park Lot 4 BMP #2 roiect #: 2120335.1
i / e: Onslow County Date: 30-Apr-I3
Table 10.4 Surface Area to Drairwe Area Ratio for Permanent Pool Siring for 90% Pollulant
Removal Effirienry in Coastal RPonnc
% Impervious
Permanent Pool t]epth (feet)
3.0 3.5 4.0 4.5 1 5.0 15.5 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
s0
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
1 6.0
5.5
5.0
4.5
3.9
80
9.4
8.0
1 7.0
6.4
5.7
5.2
4.6
90
10.7
9.0
1 7.9
1 7.2
6.5
1 5.9
5.2
100
12.0
10.0
1 8.8
1 8A
73
1 6.6
5.8
ynurcr: NCUtNIUUVIU StmrnWater Hest Management rraMm, pg. 10-14, July 2007 rev. 6116109
STORMWATER BMP - STORMWATER WET POND (25% TN Removal)
Lamm Use
Area
(40
% IA
Imp. Area
(ac)
Impervious
1.22
100
1.22
BMP
0.40
50
0.20
Future Impervious Area
0.08
100
0.08
Totals
1 1.70
1
1 1.50
I Oral lb ImperYIOUS bURdCe Area =
418.2 %
Surface Area of Permanent Pool:
Average depth - 3.00 ft
SA/DA ratio - 10.47
From Table 70.4
Minimum pond surface area (5A) - (DA
• SAIDA ratio)/) 00
SA = 0.178
acres
7752
sq. ft.
Normal pool elevation - 40.0
feet
Surface area provided - 0.200
acres
8696
sq. fL
1-5-Inch Runoff _5tWume-Calculation
Using the runoff volume calculations in the "Simple Method' as described by Schueler U 987)
Rv - 0.05 + 0.0090) where,
Rv - Runoff coefficient, in-
Ain-1 - Percent impervious
Rv - 0.84 in -Pon.
Total runoff volume from 1.5-inch precipitation:
Runoff volume, S - (Design rainfall) (Rv) (Drainage Area)
S = 0.179 acrt-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.
FBIZ512-03305120335.t0-ST wooteu t.ot 4 Burtw Paridn-HI fa 92
BMP 1 - STORMWATER WET POND
OUTFLOW SUMMARY
Storm Event
Peak Water
Surface Elevation
(ft)
Freeboard
Total
Peak Outflow
(Cfs)
1-Year
38.43
2.57
1.03
10-Year
39.15
1.85
17.70
25-Year
39.38
1.62
26.43
50-Year
39.53
1.47
32.65
100-Year
39.66
1.34
38.79
SOUTH OUTFALL (BMP 1)
PEAK ATTENUATION SUMMARY
Storm Event
Pre-Develoent
PM Flaw pm
Vs)
Post -Development
Peak Flow w/ BMP
(cfs)
Net
Change
(cfs)
Net
Change
M
1-Year
t74
1.16
-0.58
-337.
10-Year
16.62
21.37
+635
+46%
25-Year
21.20
33.45
+10.25
+44%
50-Year
31.27
42.01
+10.74
+347.
100-Year
4).70
50.87
+10.17
+257.
SCALE 1'- IV
PROPO5® ASPHALT PLANT FOR STORMWATER POST DEVELOPMENT
SLT WOOTEN CORPORATION DRAINAGE AREA MAP
OFSOW caIMIY NO[lN G►Eall4A
BMP 2 - STORMWATER WET POND
OUTFLOW SUMMARY
Storm Event
Peak Water
Surface Elevation
(ft)
Freeboard
Total
Peak Outflow
(cfs)
1-Year
41.19
2.81
0.31
10-Year
41.89
2.11
2.23
25-Year
42.18
1.82
4.07
50-Year
42.35
1.65
6.17
100-Year
42.51
1.49
8.51
NORTH OUTFALL (BMP 2)
PEAK ATTENUATION SUMMARY
Storm Event
Pre -Development
Peak Flow
(cfs)
Post -Development
Peak Flow w/ BMP
(cfs)
Net
Change
(cfs)
Net
Change
M
1-Year
0.45
0.35
-0.10
-22%
10-Year
4.47
3.22
-1.25
-28%
25-Year
7.16
5.48
-1.68
-237.
50-Year
9.73
8.63
-1.10
-11%
100-Year
12.73
12.33
-0.40
-3%
TOTAL SITE
PEAK ATTENUATION SUMMARY
Sterm Event
Pre -Development
Peak Flow
(cfs)
Post -Development
Peak flow w/ BMP
(cfs)
Net
Clean a
(cfs?
Net
Change
(%)
1-Year
2.18
1.51
-0.67
-31 %
'0-Year
19.09
24.53
+5.44
+28%
°5-Year
30.36
38.80
+8.44
+?.8?6
14-Year
41.00
50.55
+9.55
+23%
130-Year
53,44
63.20
+9.76
+18%
WITHERS & RAVENEL III z Of z Ill
ENGINEERS I PLANNERS I SURVEYORS
n5 H.Y- Ore Q% IMY r fi 21511 ri 916_ f M U_ li C-M
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41251i3
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S.T. WOOTEN COI
BURTON INDUSTRIAL PARK
JACKSONVILLE ONSLOW COUNTY
a
STORMWATER MANAGEMENT PLAN
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
115 MacKenan Drive Cary, North Carolina 27511 tel: [phone] www.wRhersravenel.com License No. C-0832

Letter of Approval with Modifications and Performance Reservations
Project: S.T. Wooten Corp. Burton Park Concrete Plant
May 01, 2013
Page 2 of 5
North Carolina's Sedimentation Pollutiun Control Prouralll is performance -oriented, requiring
protect Ion of exi,tin", naluraI resilurces and adjoiIli 11 111'0I}crtles. If, following the commencement
ofthis project, it is di eI'll)ined that the es•clsion and sedinlentation control plan is inadequate to meet
the recluirelneltts Ol'the 5edilltcntatiun Pollution Control Act o#` 1973 (North Carolina General Statute
l UA-51 thru bG ), this oll ice may require revisions to the plan and implementation of the revisions to
insure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your con-ipliancc with Fedel-al and State
water quality laws, regulations. and rules. In addition, local city or cOuntV ordinances ur rules may
also apply to this land-dislurbinY; activity. This approval do, snot supersede any other permit or
approval.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you have provided. You are requested to lilt an amended tone
if there is any change in the information included on the form. In addition, it lvoltld Ile hclp#tll tt you
notify this office of the proposed starting date for this project. Please notify us if you plan to have a
preconstruction conference.
Your cooperation is appreciated.
/Sincerely, /
Carol Miller, CPESC
Assistant Regional Engineer
Land Quality Section
Enclosures: Certificate of Approval
Modifications and Performance Reservations
NPDES Permit
cc:
Ryan Fisher, McKim & Creed

Letter of Approval with Modifications and Performance Reservations
Project: S.T. Wooten Corp. Burton Park Concrete Plant
May 01, 2013
Page 3 of 5
MODIFICATIONS AND PERFORMANCE RESERVATIONS
Project Name: S.T. Wooten Corp. Burton Park Concrete Plant
Project ID: ONSLO-2013-094
County: New Hanover
1. This plan approval shall expire three (3) years following the date of approval, if no
land disturbing activity has been undertaken, as is required by Title 15A NCAC 4B .0129.
2. The developer for the control of sediment on -site. If the approved erosion and
'sedimentation control measures prove insufficient, the developer must take those
additional, steps necessary to stop sediment from leaving this site. Each sediment
storage device must be inspected after each storm event. Maintenance and/or clean
out is necessary anytime the device is at 50% capacity. All sediment storage measures
will rernain on site and functional until all grading and final landscaping of the project is
complete.
3. The developer is responsible for obtaining any and all permits and approvals
necessary for the development of this project prior to the cornmencement of this land
disturbing activity. This could include agencies such as the Division of Water Quality's
stormwater regulations, their enforcement requirements within Section 401 of the Clean
Water Act, the U.S. Army Corps of Engineers jurisdiction of Section 404 of the Clean
VVater Act, the Division of Coastal Management's CAMA requirements, the Division of
Solid Waste Management's landfill regulations, the Environmental Protection Agency
and/or The U.S. Army Corps of Engineers jurisdiction of the Clean Water Act, local
County or Municipalities ordinances, or others that may be required. This approval
cannot supersede any other permit or approval; however, in the case of a Cease and
Desist Order from the Corps of Engineers, that Order would only apply to wetland areas.
All upland areas would still have to be in compliance with the N.C. Sedimentation
Pollution Control Act.
4. If any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water
Act, the developer is responsible for compliance with the requirements of the Division of
Water Quality, the Corps of Engineers and the Environmental Protection Agency (EPA)
respectively. Any erosion control measures that fall within jurisdictional wetland areas
must be approved by the aforementioned agencies prior to installation. The Land
Quality Section must be notified of a relocation of the measures in question to the
transition point between the wetlands and the uplands to assure that the migration of
sediment will not occur. If that relocation presents a problem or contradicts any
requirements of either DWQ, the Corps, or the EPA, it is the responsibility of the
developer to inform the Land Quality Section regional office so that an adequate
contingency plan can be made to assure sufficient erosion control remains on site.
Failure to do so will be considered a violation of this approval.
5. Any borrow material brought onto this site must be from a legally operated mine or
other approved source. Any soil waste that leaves this site can be transported to a
permitted mine or separately permitted construction sites without additional permits.
Disposal at any other location would have to be included as a permit revision for this
approval.

Letter of Approval with Modifications and Performance Reservations
Project: S.T. Wooten Corp. Burton Park Concrete Plant
May 01, 2013
Page 4 of 5
6. This permit allows for a land disturbance, as called for on the application plan, not to
exceed 8.5 acres. Exceeding that acreage will be a violation of this permit and
would require a revised plan and additional application fee. Any addition in impervious
surface, over that already noted on the approved plan, would also require a revised plan
to verify the appropriateness of the erosion control measures and stormwater retention
measures.
7. Because the basins are shown on the plan as the primary sedimentation and erosion
control devices on this project, it is necessary that the basins and their collection systems
be installed before any other grading takes place on site. If that proves to be
impractical, a revised plan must be submitted and approved that addresses erosion and
sediment control needs during the interim period until the traps and basins are fully
functioning-
8. A graveled construction entrance must be located at each point of access and egress
:available to construction vehicles during the grading and construction phases of this
project. Access and egress from the project site at -a point without a graveled -entrance
will be considered a violation of this approval. . Routine maintenance of the entrances is
critical-
9. As a condition of the provided NPDES General Stormwater Permit, groundcover
stabilization rnust meet specific time frames. Slopes (including cuts, fills, and ditch
banks) that are steeper than 3 horizontal to i ve tical left exposed will, within seven (7)
calendar days after completion of any phase of grading, be provided with groundcover.
Slopes that are 3 horizontal to 1 vertical or flatter will be provided with groundcover within
fourteen (14) calendar days.
10. As a part of routine monitoring of the approved land -disturbing activity, the financially
responsible party shall assure inspections of the area covered by the approved plan after
each phase of the plan has been completed and after establishment of temporary ground
cover in accordance with North Carolina General Statute 113A 54.1(e).

CERTIFICATE OF FLAN APPROVAL
STATE
The posting of this certificate certifies that an erosion and sedimentation control plan has been
approved for this project by the North Carolina Department of Environment and Natural Resources
in accordance with North Carolina General Statute 113A -- 57 (4) and 1 13A — 54 (d) (4) and
North Carolina Administrative Code, Title 15A, Chapter 4B.0107 (c). This certificate must be
posted at the primary entrance of the job site before construction begins and until establishment of
permanent groundcover as required by North Carolina Administrative Code, Title 15A, Chapter
4B.0127 (b).

4
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
Tracy E. Davis, PE, CPM Pat McCrory, Governor
Director John E, Skvarla, 111, Secretary
May 01, 2013
LETTER OF APPROVAL WITH MODIFICATIONS AND
PERFORAZANCE RESERVATIONS
S.T. Wooten Corporation
Henry D. Butts, Jr.
PO Box 2408
Wilson NC 27894-2408
RE: Project Name: S.T. Wooten Corp. Burton lark Concrete Plant/Express Review
Project 1D: ONSLO-2013-094 Acres Approved: 8.50
County: New 1-tanover, Burton Park Blvd., Jacksonville
River Basin: Cape Fear
Submitted By:
Date Received by LQS: 11Nlay O1, 7013
Plan Type: New
Dear Sir or Madam:
This office has reviewed the subject erosion and sedimentation control plan and hereby issues this
Letter of Approval with Modifications and Performance Reservations- A list ol'the modifications
and reservations is attached. This plan approval shall expire three (3) ye,irs 1i,lltw4113g the da of
approval, if no land -disturbing activity has been undertaken. as is required by 'l'itle 1 )A NCAC 411
.0129. Should the plan not perform adequately, a rcvi,cd l)lrut Will he rNquirNd (G.S. 113A-54.1)(h).
Please be aware that your project will be covered by (lie enclosed NPDLS Construction Stormwater
General Permit NCGO10000. Please become familiar with all the requirements and conditions of
this permit in order to achieve compliance.
Please be advised that Title 15A NCAC 413 .01 15(a) requires that a coley of the approved erosion
control plan be on file at the job site. Also, yOu should consider this letter to ,live the Notice required
by G.S. 113A-61.1(a) of our right of periodic i1)speeti011 tea irjsure (:01)1l) ;Mcc with the approved plan.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] ! Fax [phone]

Letter of Approval with Modifications and Performance Reservations
Projeet: S.T. Wooten Corp. Burton Park Concrete Plant
May 01, 2013
Page 2 of S
North Carolina's Sedinlem,ltiorl P011LIiio11 COnLrol Progran1 is performance -oriented, requiring
protection oi,existinvg natural resources and adjoinin�,� propertics. If, following the commencement
of Lhls pro ect, IL Is crel l-111ined ilia! the erosion anti sedimentation control plan is inadequate to meet
talc rckluirrmcnis 01'01c SC(li111C11tatiOn I'ollUtlon Control Act of 1973 (North Carolina General Statute
113A-� 1 thrtl 06). dils oflice 111:1V rcciuire revisions to the plan and implementation of the revisions to
insure compliance with the Act.
Acceptance. and approval of this plan is conditioned upon your compliance with Federal and State -
water quality laws, rules. In addition, local city or countyordinan"s or rules may
also apply to this land -disturbing activity. This approval does not supersede any oilier permit or
approval.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you have provided. You are requested to file an amendcd form
if there is any change in the information included on the form. In addition, it would be helplill ifyou
notify this office of the proposed starting date for this project. Please notify us if you plan to have a
preeonstruction conference.
Your cooperation is appreciated.
Sincerely,
Carol Miller, CPESC
Assistant Regional Engineer
Land Quality Section
Enclosures: Certificate of Approval
Modifications and Performance Reservations
NPDFS Permit
cc:
Ryan Fisher, McKim & Creed

Letter of Approval with Modifications and Performance Reservations
Project: S.T. Wooten Corp. Burton Park Concrete Plant
May 01, 2013
Page 3 of 5
MODIFICATIONS AND PERFOIZMANCE RESERVATIONS
Project Name: S.T. Wooten Corp. Burton Park Concrete Plant
Project ID: ONSLO-2013-094
County: New Hanover
1. This plan approval shall expire three (3) years following the date of approval, if no
land disturbing activity has been undertaken, as is required by Title 15A NCAC 413 .0129.
2. The developer for the control of sediment on -site. If the approved erosion and
sedimentation control measures prove insufficient, the developer must take those
additional steps necessary to stop sediment from leaving this site. Each sediment
storage device must be inspected after each storm event. Maintenance and/or clean
out is necessary anytime the device is at 50% capacity. All sediment storage measures
will remain on site and functional until all grading and final landscaping of the project is
complete.
3. The developer is responsible for obtaining any and all pert -nits and approvals
necessary for the development of this project prior to the con imencement of this land
disturbing activity. This could include agencies such as the Division of Water Quality's
stormwater regulations, their enforcement requirements within Section 401 of the Cleary
Water Act, the U.S. Army Corps of Engineers jurisdiction of Section 404 of the Clean
Water Act, the Division of Coastal Management's CAMA requirements, the Division of
Solid Waste Management's landfill regulations, the Environmental Protection Agency
and/or The U.S. Army Corps of Engineers jurisdiction of the Clean Water Act, local
County or Municipalities ordinances, or others that may be required. This approval
cannot supersede any other permit or approval; however, in the case of a Cease and
Desist Order from the Corps of Engineers, that Order would only apply to wetland areas.
All upland areas would still have to be in compliance with the N.C. Sedimentation
Pollution Control Act.
4. if any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water
Act, the developer is responsible for compliance with the requirements of the Division of
Water Quality, the Corps of Engineers and the Environmental Protection Agency (EPA)
respectively. Any erosion control measures that fail within jurisdictional wetland areas
must be approved by the aforementioned agencies prior to installation. The Land
Quality Section must be notified of a relocation of the measures in question to the
transition point between the wetlands and the uplands to assure that the migration of
sediment will not occur. If that relocation presents a problem or contradicts any
requirements of either DWQ, the Corps, or the EPA, it is the responsibility of the
developer to inform the Land Quality Section regional office so that an adequate
contingency plan can be made to assure sufficient erosion control remains on site.
Failure to do so will be considered a violation of this approval.
5. Any borrow material brought onto this site must be from a legally operated mine or
other approved source. Any soil waste that leaves this site can be transported to a
permitted mine or separately permitted construction sites without additional permits.
Disposal at any other location would have to be included as a permit revision for this
approval.

Letter of Approval with Modifications and Perrorrnance Reservations
Project: S.T. Wooten Corp. Burton Park Concrete Plant
May 01, 2013
Page 4 of 5
6. This permit allows for a land disturbance. as called for on the application plan, not to
exceed 8.5 acres. Exceeding that acreage will be a violation of this permit and
would requir_e a revised plan and additional application fee. Any addition in impervious
surface, over that already noted on the approved plan, would also require a revised plan
to verify the appropriateness of the erosion control measures and stormwater retention
measures.
7. Because the basins are shown on the plan as the primary sedimentation and erosion
control devices on this project, it is necessary that the basins and their collection systems
be installed before any other grading takes place on site. If that proves to be
impractical, a revised plan must be submitted and approved that addresses erosion and
sediment control needs during the interim period until the traps and basins are fully
functioning.
S. A graveled construction entrance must be located at each point of access and egress
available to construction vehicles during the grading and construction phases of this
project. Access and egress from the project site at a point without a graveled entrance
will be considered a violation of this approval, Routine maintenance of the entrances is
critical.
9. As a condition of the provided NPOES General Stormwater Permit, groundcover
stabilization must meet specific time frames. Slopes (including cuts, fills, and ditch
banks) that are steeper than 3 horizontal to 1 veit;ca! left exposed will, within seven (7)
calendar days after completion of any phase of grading, be provided with groundcover.
Slopes that are 3 horizontal to 1 vertical or flatter will be provided with groundcover within
fourteen (14) calendar days.
10. As a part of routine monitoring of the approved land -disturbing activity, the financially
responsible party shall assure inspections of the area covered by the approved plan after
each phase of the plan has been completed and after establishment of temporary ground
cover in accordance with North Carolina General Statute 113A 54.1(e).

CERTIFICATE OF PLAN APPROVAL
STATE , Y
. o\a
The posting of this certificate certifies that an erosion and sedimentation control plan has been
approved for this project by the North Carolina Department of Environment and Natural Resources
in accordance with North Carolina General Statute 113A — 57 (4) and 113A — 54 (d) (4) and
North Carolina Administrative Code, Title 15A, Chapter 4B.0107 (c). This certificate must be
posted at the primary entrance of the job site before construction begins and until establishment of
permanent groundcover as required by North Carolina Administrative Code, Title 15A, Chapter
4B.0127 (b).
6
Proj ectfName and Location
S/1 lQal 2
f tC o plan Approval

O I�J S1-
Nc-cr 429
Truck Wash Water Usage Summary
Project: ST Wooten Concrete Plant - Burton Park
W R Proj #: 2120335.10
Avg Water Usage/Trip Daily Usage
(gal)' __# Trucks_,.,.-: _._#.Trips/Day..,:.... (gal)
55 15 3• 2475
" Based on actual 2009 trip date provided by ST Wooten
BMP Sizing Information
Min Required WO Volume =
14,487 cf
Daily Truck Wash Water =
331 cf
Total Vol Recommended =
14,818 cf
Temporary Volume Provided =
16,988 cf
Truck Wash Water Drawdown
Variables
Volume: 331 cf
Head: 0.03 ft
Orifice Diameter: 2 in Constants
Effective Weir Length. 0.75 in g =
Average Flow Rate = 0.005 cfs Cd=
Drawdown Time = 18 hours
32.2 ft/s2
3
Conclusion - Inflow from truck washing and process water will draw down in less than 24
hours, and adequate stormwater storage will always be available.

7' 32' 00.00" W 077' 30' 00 00" W 077' 28' 00 00" VV 077' 26' 00
o'
1 "IX
f � i
I �• S \� Lhrr _ Xoe
{'' N \:
� 1 _ •c\ � Ate,.
It
1
- ;- • i _ •.1 -- -ram t 1
I
5T Wooten Burton
Park Concrete - -
C Plant Site
TS S..dft s F
J.
�-'" � I � / ! � �� ��1 _ - t _ 11 ,� � ', ��•� �,, t .1p' "''Aft r
FA
CD
0
n
b
0
0
I,
d
b
C
b
b
077" 32' 00 00" W 077' 30' 00 00" W 077' 28' 00.00" W 077' 26' 00,
Datum NAD83 Copynght(C)1997.Maptech Im

Central Files: APS SWP
07/01 / 13
Permit Number SW8130501
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active New Project
Permit Type
Version Permit Classification
State Stormwater
1.00 Individual
Primary Reviewer
christine.nelson
Coastal SW Rule
Coastal Stormwater - 2008
Permitted Flow
Facilit
Facility Name
Burton Industrial Park Concrete Plant for S T
Wooten Corporation
Location Address
Burton Park Blvd
Jacksonville NC 28540
Owner
Owner Name
S T Wooten Corporation
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
05/16/13 05/01/13
.egulated Activities
State Stormwater - HD - Detention Pond
Outfall NULL
Waterbody Name
Permit Contact Affiliation
MajorlMinor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Henry D. Butts Jr.
President Vice
PO Box 2408
Wilson
NC 278942408
Public Notice Issue Effective Expiration
05/16/13 05/16/13 05/30/21
Requested/Received Events
Additional information requested 05/06/13
Additional information received 05/09/13
Additionat information requested 05/14/13
Additional information received 05/16/13
Stream Index Number Current Class Subbasin

Truck Wash Water Usage Summary
Project: ST Wooten Concrete Plant - Burton Park
WR Proj #: 2120335.10
Avg Water UsagefTrip Daily Usage
(gal) # Trucks # Trips/Day (gal)
55 15 3 2475
" Based on actual 2009 trip data provided by ST Wooten
BMP Sizing Information
Min Required WQ Volume =
14.487 cf
Daily Truck Wash Water =
331 cf
Total Vol Recommended =
14.818 cf
Temporary Volume Provided =
16,988 cf
Truck Wash Water Drawdown
Variables
Volume:
331 cf
Head:
0.03 ft
Orifice Diameter:
2 in Constants
Effective Weir Length:
0.75 in g =
Average Flow Rate =
0.005 cfs Cd=
Drawdown Time =
18 hours
32.2 ft/s'
3
Conclusion - Inflow from truck washing and process water will draw down in less than 24
hours, and adequate stormwater storage will always be available.

Pickle, Ken
From: Freeman, Hunter [HFreeman@withersravenel,com]
Sent: Friday, August 09, 2013 11:04 AM
To: Pickle, Ken
Cc: Scott, Georgette
Subject: RE: Burton Industrial Park permit
Attachments: Truck Wash Calcs.pdf
Ken —thanks for reminding me about this. Georgette did ask about this when I spoke with her a few weeks ago. I've
attached my justification for the design. Essentially, the grading plan resulted in an "extra" 2500 cf of temporary storage
in the water quality pool. Based on Wooten's data, and the expected activity in the plant, an average of 330 cf of wash
water will be produced. So the wash water will not result in any significant change in the normal water level of the pond,
thereby ensuring that there is always sufficient storage for the stromwater.
This will, however, result in more frequent small discharges, which will need to be monitored by STW.
Hunter
From: Pickle, Ken [mailto:ken. [e-mail]]
Sent: Friday, August 09, 2013 9:12 AM
To: Freeman, Hunter
Subject: FW: Burton industrial Park permit
Hi Hunter,
Here's a perfectly reasonable request to me from Georgette in Wilmington.
As you are aware, we no longer perform and engineering review in the NPDES program for industrial wastewater
facilities.
However, Georgette's.request goes to the sufficiency of the BMP under SW8130501 in the state stormwater
management program, the 2H.1000 program. Please forward to me the calcs establishing the sufficiency of that
engineered BMP. I mean, please send me the calcs showing that BMP 1 has been designed in accordance with the
estimated hydraulic loading including the additional flows from ready -mix concrete operations, as per standard state
stormwater design requirements in her program. I'll make a copy for our files, and forward them to her for her files.
if there is something I obviously don't understand, please contact me today.
Thanks,
Ken
Ken Pickle
Environmental Engineer
NCDENR I DEMLR I Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: ken. pickle(a)ncdenr.gov
Website: http://oortal.ncdenr.org/web/Ir/stormwater

** 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 regulations.**
From: Scott, Georgette
Sent: Friday, August 09, 2013 8:53 AM
To: Pickle, Ken
Subject: RE: Burton Industrial Park permit
Ken,
Can you send me the calculations and any other documents they provided to you for our stormwater file. As we
discussed land as I discussed with Hunter Freeman) Did they redesign/enlarge the first pond based on the new
discharges that will be sent to our pond?
Georgette
From: Pickle, Ken
Seat: Friday, August 09, 2013 8:36 AM
To: Butch Lawter; jame5.washburn(a)stwcoro.com
Cc: Fisher, Ryan; hfreeman(@withersravenel.ca'n; Scott, Georgette; Bennett, Bradley; Georgoulias, Bethany
Subject: RE: Burton Industrial Park permit
<< File: Aug 8 2013 C©C NCG140428 STWooten Burton Park.docx >> « File: STWooten NCG140428 Letter-
Aug2013.docx >>
Butch,
Here are electronic copies of the transmittal letter and COC i#NCG140428 for the Burton Industrial Park site. The paper
originals are already signed, and will go in the mail today.
Ken
Ken Pickle
Environmental Engineer
NCDENR I DEMLR I Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, NC 27604
Phone'. [phone]
Fax: [phone]
Email: [e-mail]
Website: http://portal.ncdenr.org/webllr/stormwater
** 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 regulations.**
From: Pickle, Ken
Sent: Thursday, August 08, 2013 5:28 PM

To: 'Butch Lawter'; '[e-mail]'
Cc: 'Fisher, Ryan'; 'hfreeman @with ersravenel.com'; Scott, Georgette; Bennett, Bradley; Georgoulias, Bethany
Subject: Burton Industrial Park permit
Hi Butch,
Today I've completed the coverage under the NCG14 permit for Burton Industrial Park. I'll put it in the mail tomorrow.
But I'm reporting to you now that you have coverage for the Burton facility, with a signed Certificate of Coverage,
effective today.
We used a set of special conditions in the COC to address our issues with BMP 1 and BMP 2 and the state stormwater
management permit issued out of Wilmington.
Again, I apologize for the delay on my desk.
Ken
Ken Pickle
Environmental Engineer
NCDENR I DEMLR I Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Website: htto://oortal.ncdenr.ora/webllr/stormwater
** 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 regulations."