SW8100410_HISTORICAL FILE_20100803 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 10 0+ 10
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2010 OS 03
YYYYMMDD

Q��Ir
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue
Governor
August 3, 2010
Mr. George R. Strickland,
S.T. Wooten Corporation
3801 Black Creek Road
Wilson, NC 27893
Colleen H. Sullins
Director
Vice President
Subject: State Stormwater Management Permit No. SW8 100410
S.T. Wooten Corp. Concrete Plant No. 21
High Density Commercial Wet Detention Pond Project
Onslow County
Dear Mr. Strickland:
Dee Freeman
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for S. T. Wooten Corp. Concrete Plant No. 21 on July 28, 2010. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2008-211. We
are forwarding Permit No. SW8 100410 dated August 3, 2010, for the construction of the subject
project.
This permit shall be effective from the date of issuance until August 3, 2020, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Kelly Johnson, or me at [phone].
Since ly,
5' �JJ . ,S
t3eorgette Sd6tt
Stormwater Supervisor
Division of Water Quality
GDS/ kpj: S:\WQS\STORMWATER\PERMIT\100410.aug10
cc: Hunter Freeman, PE
Inspector, Onslow County Building Inspections
Division of Coastal Management
Wilmington Regional Office
Central Files
Wilmington Regional OMce
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service: 1.877-623-6748 NorthCarolina
Internet www.ncvaterquality,org Na ma y
An Equal Opportunity l Affirmative Action Employer K` (`

State Stormwater Management Systems
Permit No. SW8 100410
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
S.T. Wooten Corporation
S.T. Wooten Corp. Concrete Plant No. 21
1839 Highway 172, Sneads Ferry, Onslow County
FOR THE
construction, operation and maintenance of one wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively
referred to as the "stormwater rules') the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until August 3, 2020, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is for stormwater discharges generated on Drainage Area 1 and
Drainage Area 3 only. Wastewater discharges from this facility are not covered
under this permit. The wet detention pond is designed for Drainage Area 1 which
totals 94,374 square feet in area and contains 65,755 square feet of impervious
area. Drainage Area 2 is 15,746 square feet in area and is a wastewater system.
Stormwater generated within Drainage Area 2 must be contained inside Drainage
Area 2 and treated under the• appropriate wastewater permit(s). Drainage Area 3•
is 81,712 square feet in area and contains 11,702 square feet of impervious area
that is a historical driveway which does not require stormwater treatment under
this permit.
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 65,7.55 square feet of
impervious area which includes 2,500 square feet of future impervious area.
4. A 50' wide vegetative buffer must be •provided adjacent impounded structures,
streams, rivers and tidal waters.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 100410
5. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. The built -upon area for the future
development is limited to 2,500 square feet in Drainage Area 1.
6. 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.
7. 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.
8. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, ycres: 94,374
Onsite, ft : 94,374
Offsite, ftz: 0
b. Total Impervious Surfaces, ftz: 65,755
Onsite, ft : 65,755
Offsite, ftz: 0
C. Design Storm, inches: 1.5*
d. Average Pond Design Depth, feet: 3.0
e. TSS removal efficiency: 90
f. Permanent Pool Elevation, FMSI : 36.0
g. Permanent Pool Surface Arei, ft : 12,216
h. Permitted Storage Volume, ft : 10,716
i. Temporary Storage Elevation, FMSL: 36.75
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs: 1.44
k. Controlling Orifice: 1.5" 0 pipe
I. Orifice flowrate, cfs: 0.11
M. Permitted Forebay Volume, ft3: 6,014
n. Fountain Horsepower N/A
o. Receiving Stream/River Basin: UT to Mill Creek / White Oak
p. Stream Index Number: 19-39-3-1
q. Classification of Water Body: "SA;HQW"*
* This site drains to SA waters, but is greater than a half mile away from the named
stream.
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 100410
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowiny and re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
8. Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times.
The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further development, subdivision, acquisition, lease or sale of any, all or
part of the project area. The project area is defined as all property owned
by the permittee, for which Sedimentation and Erosion Control Plan
approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. 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 100410
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event of a change of ownership, or a name
change, the permittee must submit a completed Name/Ownership Change Form
signed by both parties, to the Division of Water Quality, accompanied by the
supporting documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the project
nor the transfer of common area to a third party constitutes an approved transfer
of the stormwater permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
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, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
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. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The permittee shall notify the Division of any name, ownership or mailing address
changes at least 30 days prior to making such changes.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 100410
11. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit issued this the 3rd day of August 2010.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 100410
S.T. Wooten Corp. Concrete Plant No. 21
Stormwater Permit No. SW8 100410
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 7 of 8

State Stormwater Management Systems
Permit No. SW8 100410
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized and located per the
approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Inspector, Onslow County Building Inspections

WET DETENTION POND ANALYSIS - ALL RULES
FILE NAME:
S:IWOSISTORMWATERIEXCELSPREADSHEETSIPOND1100410
PROJECT #: SW8
100410
REVIEWER:
K. Johnson
Initial Run Date
????
PROJECT NAME:
S. T. Wooten Concrete
Last modified
03-Aug-10
Receiving Stream:
UT to Mill Creek
Class:
SA, HOW
Drainage Basin:
While Oak
Within 112 mile?
[N 1Y or N
Index No.
19-39-3-1
Is new DA being added?
uY
or N
New Added DA
Rules- "2008" or "Ph2"
I 2008
II
Total DA
IMPERVIOUS AREAS - BUA
Runoff C
Buildings
700 square feet
1
Street
59,555 square feet
0.98
Parking or SW
1,950 square feet
0.95
Future
2,500 square feet
??
Offsite
0 square feet
??
Other
1,050 square feet
??
BUA at Old DSO
0 square feet
??
TOTAL
65,755 square feet
SURFACE AREA CALCULATION (including old and new DA and BUA)
Overall % Impervious 69.67%
®Average Design Depth 3.0 feet
TSS, 85 or 90: 90 %
®Drainage Area LOO
BUA
Post development Rv=
Old BUA Design Storm
Old BUA Design Volume
1.5" New BUA Design Storm Volume
1 yr. 24 hour precipitation depth (inches) from.NOAA chart
Predevelopment Rv value (0.05 if no existing BUA)
1 yr. 24 hr. Pre -development volume
1 yr. 24 hr. Post -development volume
2008 Design Volume 7 987 cubic feet
Phase 2 Design Volume 1 7,9871 cubic feet
Required Volume
Top of Sediment
Bottom of Shelf
Permanent Pool
Top of Shelf
Temporary Pool
Volume met at elev
"Vol. Prov. at TPE
"only works if TPE > top of shelf
7,987
cf
msl ........
msl....... .
msl........
msl....... .
msl....... .
msl
cf
31.50
35.56
36.00
36.50
36.75
36.58
10,657
elevation
user input req.
formula
Breakdown of BUA old DS
Buildings/Lots
Street
Parkin / SW
Other
SA/DA Ratio
Req. SA 7,611 sf
Prov. SA 12 216 sf
do not include previously approved BUA as existin
feet
feet
. Pool Volume=
Forebay Volume=
ded Volume=
Average Head
Flow Q2, cfs
Flow 05, cfs
No. of Orifices
Diameter, inches
Drawdown =
1 yr 24 hr intensity, in/hr
Runoff Coefficient
1 yr 24 hr peak Q
Orifice flow<lyr24hr?
0.23
feet 02 Area 2.89
cfs Q5 Area 1.16
cfs Orifice Area 1.77
Av . Flow Q 0.028
or weir H x W in x
days '# of end contractions, N =
NOAA chart Q discharge coefficient, C =
unitless Effective weir length, L =
cfs
sq. inches
sq. inches
sq. inches
cfs
0.046
0.018
1
1.50
3.3
3.95
0.72
F 6.17
F YES -OK
in

WITHERS &— RAVENEL
ENGINEERS IPLANNERS ISURVEYORS
111 MacKenan Drive
CARY, NORTH CAROLINA, 27511
[phone]
FAX [phone]
TO: NCDWQ-Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
® Attached via
❑ Prints
❑ Change order
LETTER OF T RA SMITTAL
DATE 7/21/10
1 JOB NO. 2090399.00
ATTENTION Kelly Johnson
PHONE# [phone]
RE: S.T. Wooten Corporation
Sneads Ferry Concrete Plant
the following items:
® Plans ❑ Samples ❑ Specifications
❑ Diskette ❑
COPIES
DATE
NO.
DESCRIPTION
2
7/21/10
Stormwater Management Permit 2nd resubmittal package
JUL 2 8 2010
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: Kel
❑ Resubmit
copies for approval
❑ Submit
copies for distribution
❑ Return
corrected prints
Please find the attached revised stormwater management permit application package for your
review and subsequent approval. We trust this sufficiently completes the review process and
will allow for issuance of the stormwater permit. Thank you.
COPY TO: Butch Lawter, PE, S.T. Wooten Corporation SIGNED: Dale Werenko, PE, CFM
Ifenclosums are notas noted, kindlynotify us at once.

!� �Qi�Y t1�"_� II
'-�...f•� �--r-,S . �P ',ail,

WITHERS &RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
July 27, 2010
Ms. Kelly Johnson
Environmental Engineer
NCDENR Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: Project Name: S.T. Wooten Concrete Plant No. 21 — Sneads Ferry
Stormwater Project No. SW8 100410
County: Onslow, Hwy 172, Stump Sound
WR Project #: 2090399.00
Dear Ms Johnson:
FECEIVE' D
LJUL 2 S 2010
BY:
On behalf of S.T. Wooten Corporation, we are writing this letter in response to the Request for Additional
Information Letter received on July 15, 2010 for the above referenced project. We understand there is
additional information requested in order to proceed with the project review and subsequent approval.
Listed below are NCDENR's initial comments along with our associated responses (in red).
Stream: The previous application said that it drains to a UT of Mill Creek, 19-39-3-1, class SA;
HQW. This application says that it is the same stream and index number but shows that it is class
C. We have previously determined that this site drains to a UT and is over a half mile to a named
stream, sot it will not have to be designed for SA requirements. But, the application should still
note that it drains to SA. The way we will handle this is to put a note in the permit text that it is
over half mile and therefore not subject to SA requirements. I will change the application to show
"UT of Mill Creek, 19-39-3-1, class SA; HQW" if you authorize me to do so.
Response: We concur that this UT of Mill Creek is over half mile from Mill Creek (SA waters) and
is not subject to SA requirements and authorize you to make the change as noted.
2. Outlet Structure: Please ensure that the outlet structure detail shows a 1.5" orifice at the
permanent pool, the temporary pool elevation and a trash rack with 56" square openings.
Response: Plans revised as requested.
3. Receiving Stream Location: Our 401 Unit has revised the location of the stream call per your
request. If this point is on or adjacent to this project, please show this point on the plans and
insert the buffer if applicable:
Response: Buffer added in location specified.
4. Average Depth: Please check your average depth calculation. It is shown to be 3.5 feet, but I
believe that it may be 3.16ft (which would round to 3.Oft for permitting purposes). This change
should not change the overall design, but needs to be correct if it is not correct.
Response: Average depth calculations revised as requested. BMP sizing calculations and Wet
Pond Supplement form modified to reflect the 3' average depth calculations.
5. Vegetation Plan: Centipede is currently specified for the 1 Oft vegetated shelf. But, A Vegetation
plan is specified for the pond, including slopes. Wetlands Species are listed for the 10:1 shelf.
tti MacKenan Drive I Cary, NC 27511 I tel:[phone] fax:[phone] I www.withersravenel.com
1410 Commonwealth Drive I Suite tot 1 Wilmington, NC 28403 1 tel: [phone] I fax: [phone]
Brunswick Surveying 11027 Sabbath Home Rd, SW 1 Supply, NC 28462 1 tel: [phone] fax: 91o.842.8019
06•A W. Mountain Street 1 Kernersville, NC 272841 tel: [phone]

ilR�t.-- _ �.�
� 1�5 a,�C �nB�1E� `

Response: Vegetation plan added to Sheet 5 as requested.
6. Aerial Photographs: Aerial photographs from 1993 showing the existing driveway were included
in the package in order to establish that it pre -dated stormwater permitting and therefore does not
have to be collected and treated in the stormwater system. Stormwater permitting started in North
Carolina in 1988. Please submit documentation that the driveway existing prior to the onset of
stormwater permitting which began on 111/88.
Response: Aerial photography was found from 1985 and 1993. The 1985 aerial shows no
development on site, while the 1993 aerial, as noted, shows the driveway and completed site.
According to our best available information through deed research and lease agreements, the
driveway was permitted prior to January 1, 1988 and installed according to State standards for
driveway access and stormwater at the time of permitting. Attached is a copy of the septic system
certificate of completion for Concrete Service Company, the previous tenant of the site. The
certificate is dated 4125/88, indicating that site construction was near completion in April 1988. It
may be reasonably assumed that the site had been designed, permitted, and partially constructed
prior to 1/1188.
7. Please remember that a change in one number may have a domino effect on other numbers.
Please check all plans, calculations and forms and make changes as needed.
Response: Noted.
We trust that these revisions will be deemed acceptable by NCDENR and allow the project to continue
through the review and subsequent approval process. Please advise if you require additional information
or have any questions.
Sincerely,
WAterC
RAVENEL, INC.
Hure man, PE
cc: Mr. R.S. (Butch) Lawter, Jr. PE, S.T. Wooten Corporation
Mr. Dale Werenko, PE, Withers & Ravenel
WITHERS LAC RAVENEL Page 2 of 2

I
ONSLOW COUNTY HEALTH CENTER
JACKSONVILLE. N. Z.
CERTIFICATE OF COMPLETION
I GROUND ADSORPTION IMAGE
DnPCIAL BTITLY—O. B. CHAP.
It. 120 ARTICLES
�IIIC)
OWNER __1 02eI Zrr_�24_1LeG w•
Location __ �L_rp_L.tY S.R.
No. 7Z
Approved As Shown on Plan
(S(f
Approved As Shown on Final Plot
--••------------- Lot ---- Blk ---- Sec ____
Distance of Welll From Tank ______________
From Drainfield
Have Tank and Drain Lines Inspected by a rep-
resentative of the Onslow County Health Center
before covering. /
Installed By Co�e_�_r•_ __
Certificate of Completion by ____
Date----------------------
•THIS DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE
ONSLOW COUNTY HEALTH CENTER
._� IAFEBONYILl X. H. C.
IMPROVEMENTS PERMIT
IGIOUAD AESDAPTDA BLASE DISPOSAL STLTIV—
a. S. CHA"ER ISO ARTICLE ISC)
OWNER`onLYenp:�np[[�._�G--c-------------
Address _���`{_JL Src—______________ S.R. No. __-__-_-
Location TJ,,r_R_i&_q--- _YS.CS___alp,—".6---_..
----__--____ALL_ __ ___________ _______
Water Supply Private ( ) Communit (�)Q Mobile Home Park ( )
HOUSE ( ) MOBILE HOME ( ) BUSINESS K)
NO. BEDROOMS ---------- NO. BATHROOMS ______-_-_
Suitable ( ) Prov. Suitable ()4 Unsuitable ( )
I f1
Locate Tank and Lines
Min. 100 Foot ()O Min. 50 Feet ( ) From Well
Size of Septic Tank __ARDA © _________`____________ Gal.
Nitrification Lines __ S9_(D-)--__ sq. Ft. ___4 g0-______ lin. Ft.
��-•�� / r
No. of lines
oo_3--_-___
IMPROVEMENTS PERMIT BQY� ,,�I _ yA--9r•_-____-__
DATE'17!;4 Y---":,,V_7' /��q ------------------
PERMIT VALID YOR THREE TEARS
d-g",d- l,�ev.c.{, ( 9�LAcLPL
4U �- 70
aPP• 140'
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Do Not Allan eNe Abovo Layout
The Onstow County Health
I

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
July 15, 2010
Mr. George Strickland
S.T. Wooten Corporation
3801 Black Creek Road
Wilson, NC 27893
Division of Water Quality
Colleen H. Sullins
Director
Subject: Request for Additional Information
Stormwater Project No. SW8 100410
S.T. Wooten Corp. Concrete Plant No. 21
Onslow County
Dear Mr. Strickland:
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for S.T. Wooten Corp. Concrete Plant No. 21 on June 18, 2010. A preliminary in-
depth review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
Stream: The previous application said that it drains to a UT of Mill Creek, 19-39-3-1,
class SA; HQW. This application says that it is the same stream and index number
but shows that it is class C. We have previously determined that this site drains to a
UT and is over a half mile to the named stream, so it will not have to be designed for
the SA requirements. But, the application should still note that it drains to SA. The
way we will handle this is to put a note in the permit text that it is over a half mile and
therefore not subject to SA requirements. I will change the application to show "UT
of Mill Creek, 19-39-3-1, class SA; HQW" if you authorize me to do so.
2. Outlet Structure: Please ensure that the outlet structure detail shows a 1.5' orifice at
the permanent pool, the temporary pool elevation and a trash rack with 56" square
openings.
Receiving Stream Location: Our 401
per your request. If this point is on or
on the plans and insert the buffer if aF
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer service: 1-877-623-6748
Internet w .ncwaterquality.org
Unit has revised the location of the stream call
adjacent to this project, please show this point
NorthCarolina
An Equal Opportunity 1 Affirmative Action Employer

S.T. Wooten Corporation Concrete Plant No. 21
July 15, 2010
4. Average Depth: Please check your average depth calculation. It is shown to be
3.5ft, but I believe that it may be 3.16ft (which would round to 3.Oft for permitting
purposes). This change should not change the overall design, but needs to be
corrected if it is not correct.
5. Vegetation Plan: Centipede is currently specified for the 1 Oft vegetated shelf. But, A
Vegetation plan is specified for the pond, including slopes. Wetlands species are
listed for planting on the 10:1 shelf.
Aerial Photographs: Aerial photographs from 1993 showing the existing driveway
were included in the package in order to establish that it pre -dated stormwater
permitting and therefore does not have to be collected and treated in the stormwater
system. Stormwater permitting started in North Carolina in 1988. Please submit
documentation that the driveway existing prior to the onset of stormwater permitting
which began on 1/1/88.
7. Please remember that a change to one number may have a domino effect on other
numbers. Please check all plans, calculations and forms and make changes as
needed.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to July 29, 2010, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee. If you need additional time to submit the
information, please mail, email or fax your request for a time extension to the Division at the
address and fax number at the bottom of this letter. The request must indicate the date by which
you expect to submit the required information.
The Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable.
If you have any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
Sinc el
n ZJ
Ily o son
vir Mental Engineer
GDS/kpj: S:\WQS\STORMWATER\ADDINFO\2010\100410.juI10
cc: Hunter Freeman, PE
Wilmington Regional Office Stormwater File
Page 2 of 2

From: Steenhuis, Joanne
Sent: Tuesday, July 06, 2010 3:23 PM
To: Willis, Linda; Johnson, Kelly; Beasley, Troy
Subject: Google Earth Image of LIT to Mill Creek Sneads Ferry Concrete Plant
Attachments: GoogleEarth_lmage.jpg
Due to evidence that the "ditch" is a ditch adjacent to the Sneads Ferry Concrete plant
site, I have revised my stream call to a feature just before it goes under US hwy 172.
Please call if you have any comments Google Earth streams the world over wired and wireless
networks enabling users to virtually go anywhere on the planet and see places in photographic
detail. This is not like any map you have ever seen. This is a 31) model of the real world,
based on real satellite images combined with maps, guides to restaurants, hotels,
entertainment, businesses and more. You can zoom from space to street level instantly and
then pan or jump from place to place, city to city, even country to country.
Get Google Earth. Put the world in perspective.
(httn://earth.google.com)
1

WITHERS &- RAVENEL
5uj a 106LI I D
LETTEf� OO F TRANSMITTAL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive
CARY, NORTH CAROLINA, 27511
[phone]
FAX [phone]
TO: NCDWQ-Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405
WE ARE SENDING YOU ® Attached via
❑ Shop Drawings ❑ Prints
❑ Copy of Letter ❑ Change order
DATE 6/17/10
1 JOB No. 2090399.00
ATTENTION Kelly Johnson
PHONE# [phone]
RE: S.T. Wooten Corporation
Sneads Ferry Concrete Plant
the following items:
® Plans ❑ Samples ❑ Specifications
❑ Diskette ❑
COPIES
DATE
NO.
DESCRIPTION
2
6/17/10
Stormwater Management Permit resubmittal package
JUN 18 2010
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: Kel
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
Please find the attached revised stormwater management permit application package for your
review and subsequent approval. Let us know if you need further information to process
this request. Thank you.
COPY TO: Butch Lawter, PE, S.T. Wooten Corporation
lfenclosams are not as noted, kindlynotifyus at once.

WITHERS & RAVENEL
STORMWATER MANAGEMENT PLAN
For
NCDWQ Coastal Stormwater Permitting
ST Wooten Concrete Plant No. 21
Sneads Ferry, Onslow County, North Carolina
Prepared For:
S.T. Wooten Corporation
38oi Black Creek Road
Wilson, NC 27894
Attn: Butch Lawter
Prepared By:
WITHERS & RAVENEL, INC
iii MacKenan Drive
Cary, North Carolina 27511
April 9, 2010
Revised: June 17, 2010
JUN 18,zblo
Hunter C. Freeman, PE

Project Name: ST Wooten Onslow County
City/State: Sneads Ferry, NC
Project #: 2090399
Date: 20-) u I-10
Table 1.1 Surface Area to Drainage Area Ratio for Permanent Pool Sizing for 90% Pollutant
Removal Efficiencv in the Coastal Plain
% Impervious
Cover
Permanent Pool Depth (feet)
3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0
10
1.30
1.00
0.80
0.60
0.40
0.20
N/A
N/A
20
2.40
2.00
1.80
1.50
1.20
0.90
N/A
N/A
30
3.50
3.00
2.70
2.20
1.60
1.10
N/A
N/A
40
4.50
4.00
3.50
2.80
2.10
1.40
N/A
N/A
50
5.60
5.00
4.30
3.50
2.70
1.90
N/A
N/A
60
7.00
6.00
5.30
4.30
3.40
2.40
N/A
N/A
70
8.10
7.00
6.00
5.00
3.90
2.90
N/A
N/A
80
9.40
8.00
7.00
5.70
4.60
3.40
N/A
N/A
90
10.70
9.00
7.90
6.50
5.20
3.90
N/A
N/A
Source: NCDENR/DWQ Stormwater Best Management Practices, pg. 10-15, Rev 06-16-09
STORMWATER BMP 1 - STORMWATER WET POND (25% TN Removal)
Land Use
Area
(ac)
% IA
Imp. Area
(ac)
Impervious
1.51
100
1.5
Open Space
0.66
0
0.0
Totals
2.17
1.5
Total % Impervious Surface Area = 69.7 %
Surface Area of Permanent Pool:
Assumed depth - 3 feet
SAIDA ratio - 8.06 % From Table 1.1
Minimum pond surface area (SA) - (DA * SAIDA ratio)/100
SA = 0.175 acres
7611 sq. ft.
Normal pool elevation - 36.0 feet
Surface area provided - 0.280 acres
12216 sq.ft.
1.5-Inch Runoff Volume Calculation
Using the runoff volume calculations in the "Simple Method" as described by Schueler (1987)
Rv - 0.05 + 0.009(I) where, Rv - Runoff coefficient, in./in.
I - Percent impervious
Rv - 0.68 in./in.
Total runoff volume from 1-inch precipitation:
Runoff volume, S - (Design rainfall) (Rv) (Drainage Area)
S = 0.183 acre-ft
7987 cu. ft.
Water quality pool elevation- 36.75 feet
Storage volume provided - 0.246 acre-ft
10716 cu.ft.

Project Name: ST Wooten Onslow County
City/State: Sneads Ferry, NC
STORMWATER BMP - WET POND (25% TN Removal)
Orifice Calculator
Q=Cd*A*(2gh)^(112)
Variables
WQ Volume:
Head:
Draw down time:
Orifice Area =
Orifice Diameter =
0.246 Acre-ft
0.75 ft
100 h rs
0.0123639 sq. ft
1.5056174 in
USE 1.5 INCH DIAMETER ORIFICE
Average Flow = 0.030 cfs
10715.76 cf
0.25 ft (avg)
360000 s
1.780405 sq. in
Project #: 2090399
Date: 20-) u I-10
Constants
g = 32.2 ftIS2
Cd = 0.6

S.T. WOOTEN CONCRETE PLANT No. 21
SNEADS FERRY, ONSLOW COUNTY, NORTH CAROLINA
The ST Wooten Concrete Plant is a proposed 4.404-acre industrial development
located at 1839 NC Highway 172, approximately 1/2 mile west of the intersection of
NC Highway 210 and NC 172 in Onslow County, North Carolina. The site was
previously used as a concrete plant but is not currently in operation. There is existing
built upon area on site which has been documented in a recently completed site
survey. The main entrance to the site will be located on NC 172, there is no proposed
secondary entrance. The site will use an onsite well and septic system for water and
sewer service. The project includes development entirely on one parcel as identified
by Onslow County GIS Mapping. The Parcel Identification Numbers and acreage
based on GIS property lines for the parcel are as follows.
4269.04.84.2473 (4.404 ac)
Total GIS Area = 4.404 acres
The site was previously developed and a survey of existing impervious areas has
been completed and attached as the "existing conditions map." Existing built upon
area is used to determine minimum stormwater management requirements for
permitting purposes. Calculations are attached that document the increase in
stormwater runoff volume between pre and post project conditions during the 1-year,
24 hour event as well as the runoff generated by 1.5 inches of rainfall.
The site drains from north to south. There is a drainage ditch along the eastern
property line and natural wetlands along the southern property line, adjacent to NC
172. The entire site drains to a tributary of Mill Creek, which is classified as SA, HQW
from its source to Alligator Bay. The tributary is not classified. All areas of the site are
within one half mile of the tributary to Mill Creek, and the entire site lies within the
White Oak River basin. The proposed grading plan will maintain natural runoff
patterns to the maximum extent practicable, however due to wastewater permitting
requirements runoff from the industrial activity areas within the site will be recycled
onsite. The owner is seeking a non -discharge wastewater recycling permit through
the Aquifer Protection unit.
Due to the site's distance from Mill Creek (as shown on the attached USGS Quad
map) the site is not considered to be within 1/2 mile and draining to class SA waters
per current Division policy. The tributary to Mill Creek is mapped as a primary nursery
area as defined by the INC Division of Marine Fisheries. A site vicinity map with
stream classifications is attached.
The site contains natural wetlands which have been delineated and mapped. The
total wetland area within the site is 0.37 acres. The wetlands are not considered
coastal wetlands, and therefore no adjustment has been made to the effective site
area used for stormwater calculations.

S.T. WOOTEN CONCRETE PLANT No. 21
SNEADS FERRY, ONSLOW COUNTY, NORTH CAROLINA
Based on the current development plan, the built upon area density of the
completed site will be 48.59%. The low density threshold for projects outside of one-
half mile from class SA waters is 24%. Therefore the project will be permitted as a
high density project. Per the Coastal Stormwater Regulations, the site will require
structural Best Management Practices (BMPs) to control and treat the runoff
generated by 1.5 inches of rainfall. This rainfall depth was used to size the proposed
onsite BMP.
One stormwater wet pond is proposed forthe site. The wet pond is sized per Chapter
io of the NC DWQ BMP Design Manual. The chapter was revised on June 16, 2009.
The minimum required surface area for the pond was based on table 10-4 to achieve
9o%TSS removal in the Coastal Plain. Per current NC Coastal Stormwater
regulations, a wet pond may be used to control and treat the water quality volume.
Because the pond is designed for 9o%TSS removal and the site lies more than 1/2
mile from class SA waters, no secondary BMP or vegetated filter strip is required. A
completed wet pond supplement form and supporting calculations for average
depth, surface area requirement, and water quality volume requirements are
included in this report.
Due to site constraints a portion of the proposed built upon area will not drain into
the proposed wet pond. The wet pond was located in an area which would allow for
permanent protection of a ioo' wide wooded buffer area north of NC Highway 172.
The onsite grading plan was designed to direct stormwater runoff into the wet pond
to the maximum extent practicable. The untreated stormwater will be conveyed to
the natural outfall using vegetated conveyances. The built upon area which is not
treated by the wet pond is in the same location as an existing driveway which has
been in place for many years. The runoff will also enter the natural wetland area prior
to entering an existing culvert under NC Highway 172 and discharging into the
tributary to Mill Creek. The driveway will be constructed in the same alignment as the
existing driveway on site. The untreated runoff is generated by 12.6% of the overall
built upon area proposed for the site. 71.3%of the built upon area drains into the
wet pond, and the remaining 17.1% of the built upon are will drain into the onsite
wastewater recycling system. The onsite industrial area also includes a dust
collection system to prevent migration of airborne particulates into the wet pond and
receiving waters.
A submittal was made in March 2010 to the NCDWQ Wilmington regional office for an
industrial wastewater permit for the site. As part of that permit application, an onsite
water recycling system was designed for the industrial activities on the site in
accordance with current wastewater permitting requirements. As such, a portion of
the overall built upon area (17.10/-) will drain into the wastewater recycling system,
resulting in no runoff from that area during storm events up to and including the 25-
year 24 hour duration storm. Per comments received from NCDENR, the system will
be reviewed and permitting by the Aquifer Protection section. The built upon area
which is located within this drainage basin has been identified as drainage area 2 in
the attached permit application.

S.T. WOOTEN CONCRETE PLANT No. 21
SNEADS FERRY, ONSLOW COUNTY, NORTH CAROLINA
There are no stream buffers on site. There are vegetated buffer requirements as
described in the coastal stormwater rules. The site is not subject to CAMA
restrictions.
Preliminary soil tests have been completed by Hal Owen & Associates Inc and
indicate primarily well drained soils. The seasonal high water table is close to the
surface in many areas of the site. Because of the high seasonal water table, the wet
pond was designed with a normal pool elevation within 6" of the seasonal high
water table. No additional liner is required to maintain a normal water surface in the
basin. Vincent Lewis was present during the second soil investigation as noted in the
attached report.
Prior to submittal of this application package, we have met numerous times with
NCDWQ staff to discuss coordination of the stormwater permit and industrial
wastewater permit. Staff members who have attended those meetings included Rick
Shriver, Linda Willis, Ken Pickle, and Kelly Johnson. Additional conversations have
been conducted with Bradley Bennett, Jennifer Jones and Georgette Scott. In May
2010, we met with Jim Bushardt and Jon Risgaard to discuss the non discharge
wastewater permit. Meeting dates, attendees, and notes can be provided upon
request.

CD-479 (42)
10.28.08
Business Corporation North Carolina
This report may be filed online at the Secretary of State webslte:
SOSID: 0161800
Date Filed: 6/l/2009 2:36:00 PM
Elaine F. Marshall
North Carolina Secretary of Slate
2009 169 01249
Nam ofBus. Corporation: S.T. WOOTEN CORPORATION
Fiscal Year Ending: 12 31 08 Slate of Incorporation: NC
Month / Day I Year
Secretary of State ID Number. 0164800
1 hereby arty, that the information requested below (required by NCGS rla-16-22) has not changed since the moat recentlyales annual
report and is therel" cemplate.
Nature of Business: CONSTRUCTION, HIGHWAY & SITE PREPARATION
Registered Agent: SETH T. WOOTEN, JR
Registered Office Mailing Address: P 0 BOX 2408
County: WILSON City. WILSON State: NC Zip Code:27894-2406
Registered Office Street Address: 3801 BLACK CREEK ROAD
County: WILSON city. WILSON State: NC Zip Code:27893
Signature of New Registered Agent:
(Signature constitutes consent to the appointment)
Principal Office Telephone Number. 2 52 —2 91— 516 5
Principal Office Mailing Address: P 0 BOX 2408
City: WILSON
Principal Office Street Address: 3801 BLACK CREEK ROAD
city: WILSON
Name, Title, and Business Address of Principal Officers:
State: NC Zip Code:27894-2408
State: NC Zip Code: 2 7 8 9 3
Name: SETH T. WOOTEN, JR Title: PRESIDENT
Address: 4940 SCOTCH HIGHLANDS LN
City: WILSON State: NC Zip: 27896
Nome: NANCY W. HAMMOCK Title: VICE PRESIDENT
Address: 3001 FARMINGTON PLACE
City: WILSON State: NC Zip: 27896
Name: KEITH H. MERRICK Title: VICE PRESIDENT
Address: 1213 WAVERLY ROAD
City: WILSON State: NC Zip: 27896
of annual report (Musthbe completed by all Business Corporations).
-�Scl✓'�16�
lure (Forth must be signed by an officer of corporation)Date
W. GODWIN CONTROLLER
Type or Print Name Title

CD-479A (42) Attachment for Additional Place this form, directly
7-04 Principal Officers behind Form CD479.
Privacy Redaction
Name of Corporation, S.T. WOOTEN CORPORATION
Name:
GEORGE R. STRICKLAND
Title: VICE
PRESIDENT
Address:
P 0 BOX 305
City:
PINE LEVEL
State: NC
Zip: 27568
Name:
RICHARD E. VICK
Title: VICE
PRESIDENT
Address:
7451 WOODBRIDGE ROAD
City.
STANTONSBURG
State: NC
Zip: 27883
Name:
DOUGLAS W. GODWIN
Title:
SECRETARY
Address:
5357 ERNEST ROAD
City.
WILSON
State:
NC
zip: 27893
Name:
BRIAN F. GURGANUS
Title:
VICE
PRESIDENT
Address:
102 WINDSWEPT LANE
City:
CARY
state:
NC
zip: 27511
Name:
GREGORY N. NELSON
Title:
VICE
PRESIDENT
Address:
155 BENNETT PLACE
City:
CLAYTON
State:
NC
zip: 27520
Name:
JONATHAN K. BIVENS
Title:
VICE
PRESIDENT
Address:
333 S. MAIN STREET
City:
WAKE FOREST
State:
NC
zip: 27587
Name:
WILLIAM R. DAWSON
Title:
SECRETARY
Address:
403 GRAIL PLACE
City:
GARNER
State:
NC
zip: 27529
Name:
HENRY D. BUTTS, JR
Title:
VICE
PRESIDENT
Address:
3521 WHETSTONE PLACE
City:
WILSON
State:
NC
Zip: 27896
Name:
EDITH H. EDMONDSON
Title:
SECRETARY
Address:
8169 GLOVER ROAD
City
FOUNTAIN
State:
NC
zip: 27829
Name:
Title:
Address:
City:
State:
Zip:
Name:
Title:
Address:
City:
State:
Zip:
Name:
Title:
Address:
City:
State:
Zip:
Name:
Title:
Address:
City:
State:
Zip:
Name:
Title:
Address:
City:
State:
Zip:

NC DENR - DIVISON OF WATER QUALITY
.0312 WHITE OAK RIVER BASIN
2B .0300
Class
Name of Stream Description Class Date Index No.
Intracoastal Waterway From northeastern boundary SA;ORW 01/01/90 19-39-(0.5)
of Cape Fear River Basin to
Daybeacon 417 including all
unnamed bays, guts, and
channels
Rogers Bay
Entire Bay
SA;HQW
06/01/56
19-39-1
Goose Bay
Entire Bay
SA;ORW
01/01/90
19-39-2
Alligator Bay
Entire Bay
SA;ORW
01/01/90
19-39-3
Mill Creek
From source to Alligator Bay
SA;HQW
06/01/56
19-39-3-1
Intracoastal Waterway
From Daybeacon 417 to New
SA;HQW
06/01/56
19-39-(3.5)
River including all unnamed
bays, guts, and channels
Chadwick Bay
Entire Bay
SA;HQW
06/01/56
19-39-4
Fullard Creek (Salt Branch)
From source to Chadwick Bay
SA;HQW
06/01/56
19-39-4-1
Biglins Creek
From source to Fullard Creek
SA;HQW
06/01/56
19-39-4-1-1
Charles Creek
From source to Fullard Creek
SA;HQW
06/01/56
19-39-4-1-2
Bumps Creek
From source to Fullard Creek
SA;HQW
06/01/56
19-39-4-1-3
Hell Gate Creek
From source to Intracoastal
SA;HQW
06/01/56
19-39-5
Waterway
Wards Channel
From Intracoastal Waterway
SA;HQW
06/01/56
19-40
to New River
Intracoastal Waterway
From New River to northeast
SA;HQW
06/01/56
19-41-(0.5)
mouth of Goose Creek
Howard Bay
Entire Bay
SA;HQW
06/01/56
19-41-1
Mile Hammock Bay
Entire Bay
SA;HQW
06/01/56
19-41-2
Salliers Bay
Entire Bay
SA;HQW
06/01/56
19-41-3
Holover Creek
From source to Salliers Bay
SA;HQW
06/01/56
19-41-3-1
Gillets Creek
From source to Intracoastal
SA;HQW
06/01/56
19-41-4
Waterway
Freeman Creek
From source to Intracoastal
SA;HQW
06/01/56
19-41-5
Waterway
Browne Swamp
From source to Freeman Creek
SA;HQW
06/01/56
19-41-5-1
Clay Bank Branch
From source to Freeman Creek
SA;HQW
06/01/56
19-41-5-2
Mirey Branch
From source to Freeman Creek
SA;HQW
06/01/56
19-41-5-3
Banks Channel
From Browne Inlet to
SA;HQW
06/01/56
19-41-6
Intracoastal Waterway
Browne Inlet
From Atlantic Ocean to
SA;HQW
06/01/56
19-41-7
Intracoastal Waterway
Browne Creek
From source to Intracoastal
SA;HQW
06/01/56
19-41-8
Waterway
Shacklefoot Channel
From Bear Creek to
SA;HQW
06/01/56
19-41-9
Intracoastal Waterway
Bear Creek
From Shacklefoot Channel to
SA;HQW
06/01/56
19-41-10
Intracoastal Waterway
Bear Creek
From source to Intracoastal
SA;HQW
06/01/56
19-41-11
Waterway
Mill Creek
From source to Bear Creek
SA;HQW
06/01/56
19-41-11-1
Page 4 of 16
2010.03-13 07:20:46

North Carolina Areas Subject to Phase 11 Post -Construction & Other Stormwater Program... Page 1 of I
N.C. Division of Water Quality aDad ft division I COMM us I dwq sections I gl0ssaly
'ropreserve, waaa
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IPS
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Coastal SW Rules
aPPW � l�'/ vl 'oN(Foi�sSo_ne_Rer�-j
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X: •77.141Yi 31.5�02 allDENR Region: Wilmington'
Coastal/State SW
Phase 11: Prog satisfies Ph 11
Jurisdiction: ONSLOW CO
hti p://204.211.239.202/ston nwater/
10/19/2009

HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400, 266 Old Coats Road
Lillington, NC 27546-0400
Phone [phone] / Fax [phone]
E-mail: [e-mail]
27 October 2009
Mr. Dale Werenko, P.E.
Withers & Ravenel
I I I MacKenan Drive
Cary, NC 27511
Reference: Soil Scientist Investigation
S.T. Wooten Concrete Plant, NC Hwy 172 Snead's Ferry
Dear Mr. Werenko,
A site investigation has been conducted for the above referenced property, located on the
northern side of Sneads Ferry Road (NC Hwy 172), Onslow County, North Carolina. The
purpose of this investigation was to provide a general characterization of the soils in the area
proposed for an infiltration basin, including a determination of the depth to evidence of a
seasonal high water table. All soil determinations were made in accordance with the "North
Carolina Stormwater Best Management Practice Manual" and Administrative Code Section: 15A
NCAC 2H .1000. The materials at the site were described in accordance with the USDA Field
Book for Describing and Sampling Soils. This report represents my professional opinion as a
Licensed Soil Scientist.
A soil profile description was collected at the site at the location indicated in Figure 1,
using a hand powered soil auger. Observations more in the central part of the proposed
stormwater management facility were not obtainable due to the presence of large amounts of
concrete that has been deposited at the site. Soil morphological characteristics indicating a
seasonal high water table (SHWT) were observed at approximately 24 inches below surface. A
dense clay layer was observed at 42 inches below surface. This layer has very slow permeability
and is perching water above it. Free water in the auger boring was measured to be at a depth of
30 inches after two hours.
I appreciate the opportunity to provide this service and trust that you will feel free to call
on me again in the future. If you have any questions or need additional information, please
ice.
Since y,
Hal Owen
Licensed Soil Scientist
:stigations • Wetland Delineations, Permitting; and Consulting

I
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S.T. WOOTEN CONCRETE PLANT GRADING, SEDIMENTATION AND
NC FrWY V2 - SNEADS FURY
EROSION CONTROL PLAN 6

Hydrologic Soil Group-0nslow County, North Carolina
Hydrologic Soil Group
Hydrologic Soil Group —Summary by Map Unit—Onslow County, North Carolina
Map unit symbol Map unit name Rating
Acres in AOI
Percent of Act
Ln Leon fine sand B/D
4.8
100.0%
f Totals for Area of Interest
�
4.8
100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual Gasses (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained orwell drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff: None Specified
Tie -break Rule: Lower
IN, Natural Resources Web Soil Survey 4/8/2010
.11 Conservation Service National Cooperative Soil Survey Page 3 of 3

Onslow County Property Records Site
Page 1 of 2
Parcol IDr 021509
Luc: Commercial
ALLEN RICHARD R SR
Parcel
Parcel
Tax Year
Property Addess
Unit Desc
Unit a
NBHD
Class
Land Use Cade
Uving Units
Mapping Acres
CAMA Acres
Laotian
Fronting
Zoning
Map a
PIN Number
Toni Cards
Record Type
Legal
Legal Description
Township
City Code
Iurisdlctlon
Plat Book-Page/Subd a
Owner Details
Owner I
Owner 2
Customer ID
Address
Mailing Address
% Ownership
Nature of Ownership
Sales
Sale Dale
08-MAR-88
Sale Details
Dead Date
Book
Page
LT 4
Instrument Type
Grantor
Grantee
Sale Date
Sale Type
Sale Validity
Sale Source
Sale Price
Adjustment Amount
Adjusted Price
Adjustment Reason
Note 1
Note 2
Land Summary
Line Number
2
1
Land
Una Number
Land Type
Land Code
Square Feet
Acres
Units
Lot Front Footage
Sale Prim
31,000
Land Type
A -Acreage
A -Acreage
Map e: 765-42
Class: Commercial
021509
2010
1839 HIGHWAY 172
3116 - Commercial Hwy. 210/Hwy. 172
Commercial
33 - Commercial
4.4
4.4
HB-Highway Business District
765-42
426904842473
1
R
ROCHELLE LD NC 172
114 - STUMP SOUND
00 - UNINCORPORATED ONSLOW
1400 . STUMP SOUND UNINCORPORATED
NO-SUBDIV
ALLEN RICHARD R SR
146788000
FAYETTEVILLE, NC
28302
100
Grantor
08-MAR-88
868
938
DEED
ALLEN RICHARD R SR
08-MAR-88
00-00
4-STAMPS
31,000
Land Code
17-UNDEVELOPED
33-COMMERCIAL
2
A -Acreage
17-UNDEVELOPED
104,544
2.40
Gramee
ALLEN RICHARD R SR
Tax Year: 2010
NBHD: Commercial Hwy. 210/Hwy. 172
1839 HIGHWAY 172
Square Feet
Acres
104,544
2.40
87,120
2.00
tof2
http://property.onslowcoLintync.gov/FormsIPrintDatalet.aspx?pin=021509&gsp=PROFILE... 4/5/2010

Onslow County Property Records Site
Page 2 of 2
Lot Depth
Override Rate
Base Site
0
Base Rate
10000
Influence Code 1
Influence Code 2
Influence Factor
Zoning
NBHD Model
2247
Land Value
24,000
Use Value Flag
Land Change Reason
Note
Note 2
Legal Description
Township
114 - STUMP SOUND
City Code
00 - UNINCORPORATED ONSLOW
Jurisdiction
1400 - STUMP SOUND UNINCORPORATED
Property Address
1839 HIGHWAY 172
Unit Desc
Unit
Legal Desc 1
ROCHELLE LD NC 172
Legal Desc 2
Legal Desc 3
Note 1
Note 2
1839 HWY 172
Fire District
Deeded Acres
4.40
Sq Ft
Plat Book-Page/Subd M
NO-SUBDIV
Subdivision Name
NO SUBDIVISION RECORDED
Subd Block
Subd Lot
Condo Bldg a
Condo Unit t
Subd Code
Values
Reason Code
RV
Review Date
29-JUL-08
Review Code
1
Review Reason
Appraiser ID
JOHNNY
Spec Proc Flag
Appraised land
174,000
Appraised Building
0
Appraised Total
174,000
Cost land Value
174,000
Cost Building Value
0
Cost Total Value
174,000
Market Value
Income Value
0
GRM Value
0
Total Residential Livng Area
Total Commercial Living Area
Note I
Note 2
Solid Waste Fee Units
Land Use Value
Land Deferred Value
Final land Value
174,000
Final OBY Value
0
Final Building Value
0
Taxable Total 174,000
http://property.onslowcountync. gov/FormsIPrintDatalet.aspx?pin=021509&gsp=PROFILE... 4/5/2010

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Precipitation Frequency Data Server
Pagel of 3
POINT PRECIPITATION `4
FREQUENCY ESTIMATES (�
FROM NOAA ATLAS 14 r .�
SNEADS FERRY, NORTH CAROLINA (31-8037) 34.55 N 77.4 W 49 feel
from'P¢dpitaum-Frequmry Adu of Nc Dnited Sura' NO" Atlas 14, Volume 2, Version 3
G M. Bonin, D. Ma -tin, B. Lin, T. Paaybok, M.Yekra, and D. Rilry
NOAA, Nations] Wasik, Service, Silver Spring Maryland, 20(34
P s ed: Wed Nw 112M
' Them preWXation hequenq estimaes an, based m a aartla dwadon series ARI is be Awaits Recurrence Interval.
Paam referb NOAA Atlas 14 DocaneM for more irdm iabon. NOTE: Fomattinp bans estimabs near zero b piles as M.
* Upper bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
11 60
Anrs rein m o m n m o m n min hr hr hr hr h8 da da da da da day da
1�
0.53
0.85
1.07
1.46
I.82
2.21
2.39
2.94
3.52
4.05
4.75
5.27
6.03
6.67
8.67
10.56
13.45
16.09
2�
0.63
I.01
1.27
1.75
2.20
2.70
2.92
3.59
4.28
4.93
5.76
6.38
7.25
8.01
10.32
12.54
15.91
19.01
5�
0.14
1.18
1.49
2.12
2.72
3.43
3.72
4.59
5.49
6.35
7.38
B.10
9.1 I
9.90
12.54
15.06
19.02
22.41
10
0.82
1.32
1.67
2.41
3.14
4.04
4.41
5.45
6.56
7.55
8.78
9.52
10.63
11.46
14.34
17.09
21.56
25.11
25
0.93
L48
1.88
2.78
3.70
4.88
KWJ
6.68
8.09
9.35
10,88
11.57
12.78
13.68
16.89
19.88
25.15
28.82
50
1.01
1.61
2.04
3.07
4.16
5.59
6.24
7.75
9.43
10.89
12.74
13.31
14.64
15.56
19.00
22.16
s--
31.76
100
1.09
1.74
2.20
3.37
4.64
6.35
7.16
8.91
10.91
12.59
14.79
15.24
16.63
17.56
21.28
24.47
31.07
34.72
200
LIB
1.87
2.36
3.67
5.15
7.16
8.18
10.22
12. 77
14.51
IZ14
IZ36
18.78
19.75
23.68
26.89
34.18
37.84
500
1.29
2.04
2.57
4.09
5.86
8.34
9.69
12,15
15. 99
77.41
20.69
20.87
22.04
22.99
27.19
3FO-3-01
38. 77
42.14
1000
1.38
2.17
2.73
4.42
6.45
9.33
10.99
13.81
17.29
19.98
23.83
23.99
24.78
25.66
30.00
32.99
42.34
45.53
' TM uppar bound of the mnfidenw Inbana a 90%mnfideme Iewl is ba vane "0 6%of the s mabed quanWe vanes fora piwn fine"my ma arubr than.
These precipitation frequucy ismindu am based m a partijywaston orks. ARI is b, Awra,7e Rxunerce Interval.
Rowan, rebr b NOAA Atlas 14 Dmumea for more inbmkmon. NOTE: Fmi atdip prewMa esamav near aargb appear as zaro.
* lower bound of the 90% confidence interval
Precipitation Frequency Estimates (inches)
ARI** 5 10 IS 30 60 120 3 6 12 24 /8 4 7 10 20 30 45 60
(years) min miR min min min min hr hr hr hr hr da day day day Jay day day
=
0.46
0.74
D.92
1.26
1.57
1.93
2.09
2.53
2.95
3.38
3.88
4.30
5.00
5.55
7.37
9.13
11.41
13.98
0.55
0.87
1.10
1.52
1.90
2.35
2.55
3.07
3.58
4.11
4.69
5.21
6.03
6.65
8.77
10.86
13.49
16.49
F57
1.02
129
1.83
2.35
2.98
3.24
3.92
4.60
5.31
6,00 1KE]ff]KD
10. 22
13.03
16. 88
19. 11
10
0,71
1.14
1.44
2.08
2.71
3.49
3.82
4.65
5.47
6.30
7.11
7.74
8.81
9.48
12.15
14.75
18.19
21.74
25
o.8o
1.27
1.61
2.38
3.18
4.21
4.66
5.67
6.72
7.74
8.76
9.39
10.60
11.30
14.25
17.12
21.08
24.84
50
0.86
1.38
1.74
2.62
3.56
4.79
5.34
6.53
7.80
8.95
1o.18
10.76
12.04
12.78
15.96
18.93
23.41
27.29
100
0.93
1.48
1.87
2.86
3.94
5.40
6.09
7.45
8.97
10.28
11.71
12.20
13.56
14,34
17,73
20.80
25.75
29.68
200
0.99
I.58
1.99
3.10
4.34
6.04
6.89
8.45
10.22
11.70
13.33
13.73
15.13
15.90
19.51
22.63
28.11
32.07
500
1.07
1.70
2,13
3.40
4.88
6.95
8.04
9.89
12.08
13.75
15.72
16.17
17.40
18. 66
21.90
25.11
31.26
35.18
IOUO
1.13
1.79
2.24
3.63
5.30
7.69
8.99
I1.10
13.62
15.46
17.72
1810
19.19
I9.92
23.84
27. 00
33.71
37.54
'The tows bouts of dai canfidsee 419n1i a 9D%mMidence Islet it the vane adNO 5%of 0s sinalaed qumae values for a piwn aequency are In, than
http://hdsc.nws.noaa.gov/cgi-binlhdsclbui ldout.perl?type=pf&units=us&series=pd&state... 11 / 11 /2009

Precipitation Frequency Data Server
Page 2 of 3
These predpilake eequaw, emblems are based on a omal duration magma series ARl Is the Average Recurrence Interval.
Phase men Is NOAA Atlas 14 Doromed for come dntonnation. NOTE: Formatting prevents addresses near Leman appear am.
Text version oftables
Partial duration based Point Precipitation Frequenoy Estimates - Versionr 3
34.55 N 77.4 W 49 ft
42
40
30
36 —
34
32
s 30
V 28 —
i 26
c 24
E2
ee —
1e
� 16
u 14
a 12 a
i 10
r
2
0
1 2 5 IB 25 50 I00 E00 SBB 1000
Average Recurrence Interval (years)
Wad Nov 11 09125111 2009
D.,ati on
5-min —
I
43- r -re-
3 -day-
l0-min
3-hr -i-
4-day r-
4C: dg, -
15-min
y-hr, -+-
7-day -e-
60-day +-
30-.in
12-hr ,
IB-day �
60-min -m-
24-hr .
20-dau -e-
12
40
39
36
34
w 32
30
c Ea
y 26
0 24
c E2
20
IB
l6
lA
0 12
i10
8
6
4
2
0
Partial duration based Point Precipitation Frequency Estimates - Version' 3
34.55 N 77.4 W 49 ft
�CMMMMM:C�W:OC:D�C�C�C111111CIX
�OCC=9:�CB��®�GmCBC®:':���
�CMMMM
CC=CMEMMIM:::.
M®®®M®I'NCCM�'=�::�C�'d�
PII
���
�.�CC�1��:..
�..�e.�C
MS4Gt/O.■
101—r—MAMM
oil
Wed Nov 11 09-25-11 2009
Average Recurrence interval
(users)
2100-
5
10 500
25 -m- t0B0 -a
Maps -
http://hdsc.nws.noaa.gov/cgi-binlhdsclbuildout.perl?type=pf&units=us&series=pd&state... 11 /11 /2009

Precipitation Frequency Data Server
Page 3 of 3
Them maps were pmdumd IMM a daxt map mmest Imm ma
U.S Cenus BI_au Mm Ina and Cato hk Remurms
Tloer ka0 Server.
Fk. re0dda1, erfs mwe mfiimarian.
LEGEND
— State
— Connector
— County
p Stream
= Indian Resv
p Military Area
p Lake/Pond/Ocean
p National Park
— Street
=1 Other Park
— Expressway
O City
—Highway .0
.i—C.8"nty.6 .8 at
Scale 1:228583 p 66 1
taveraRe--true scale depends on eonitor8 csol0utiai
Other Maps/Photographs -
View U-9� digi(nl orlhop_hotQgoaJrangle (DQQ) covering this location from TerraServer, USGS Aerial Photograph may also be available
from this site. A DOQ is a computer -generated image of an aerial photograph in which image displacement caused by terrain relief and camera
tilts has been removed. It combines the image characteristics of a photograph with the geometric qualities of a map. Visit the UQ_s for more information.
Watershed/Stream Flow Information -
Fin!! ftWotgWhed for this location using the U.S. Environmental Protection Agency's site.
Climate Data Sources -
Precipitation frequency results are based on data from a variety of sources, but largely NCDC. The following links provide general information
about observing sites in the area, regardless of if their data was used in this study. For detailed information about the stations used in this study,
please refer to NOAA Atlas 14 Document.
Using the National Climatic Data Center's (NCDC) station search engine, locate other climate stations within:
+/-30 minutes I ,,,pR,., P+/-1 degree ,, of this location (34.55/-77.4). Digital ASCII data can be obtained directly from NCDC.
NydramerearW0g1u1 emip Stedlee Comer
0OP/NOAA/NadOaei Wvalher Service
IRS Eur-War llighwey
Silver Spring, Me 20910
(301)91a.1669
Qumdar7: HDSC Oundwr uas¢w
Dixie =
http://hdsc.nws.noaa.gov/cgi-binlhdsc/buildout.perl?type=pf&units=us&series=pd&state... 11/11 /2009

Average Depth Calculator - BMP 1
' This Calculator will determine the average depth of a pond or
wetland.'
Input Output
Normal Pool Elevation
36
ft
Top of Shelf
36.5
ft
Bottom of Shelf
35.5
It
Normal Pool Surface
12296
sf
Area at Top of Shelf
15022
sf
Area at Bottom of Shelf
7622
sf
Area Bottom of Pond
2861
sf
Elevation Depth
Area
Incr. Volume
Acc. Volume
36 0
12216
-
-
36 0
12216
0
0
35 1
6961
9588.5
9588.5
!. 34 2
5692
6326.5
15915
33 3
4495
5093.5
21008.5
32 4
3371
3933
24941.5
31.5 4.5
2861
1558
26499.5
31.5, 4.5
{ 0
0
26499.5
I
Depth of Pond =®ft
Average Depth Calculations
Option 1 = 2.169245252 ft
Option 2 = 3.50 it
Pond Design Average Depth = 1 36 _ .ft (minimum T)
Average Depth Calculation you should use: O tion 2
Note: Average Depth must be greater than or equal to
average depth used to size surface area of pond

Forebay Design Tool
` If you input your Stage -Storage Relationship for your Forebay, this Design tool will
help you decide if your Forebay is undersized, sized appropriately or oversized
Input I J Output
Elevation
Depth
Area
Incr. Volume
Acc. Volume
0
2261
IT6
35
1
1971
2116
2116
34
2
1586
1778.5
3894.5
33
3
1436
1511
5405.5
Forebay Volume =
Pond Volume =
Forebay Precent =
Status of Forebay Design:
5405.5 cf
26499.5 cf
20.40%
Forebay sized a ro riatel
Note: Forebay volume should be approximately 20% of total Pond Volume

Project Name: ST Wooten Onslow County Project #: 2090399
City/State: Sneads Ferry, NC Date: 14-Jun-10
Table 1.1 Surface Area to Drainage Area Ratio for Permanent Pool Sizing for 90% Pollutant
Yn... val Ffiirin..v in rhn rnacral Plain
% Impervious
Cover
Permanent Pool Depth (feet)
3.0 3.5 4.0 5.0 6.0 7.0 8.0 9.0
10
1.30
1.00
0.80
0.60
0.40
0.20
N/A
N/A
20
2.40
2.00
1.80
1.50
1.20
0.90
N/A
N/A
30
3.50
3.00
2.70
2.20
1.60
1.10
N/A
N/A
40
4.50
4.00
3.50
2.80
2.10
1.40
N/A
N/A
50
5.60
5.00
4.30
3.50
2.70
1.90
N/A
N/A
60
7.00
6.00
5.30
4.30
3.40
2.40
N/A
N/A
70
8.10
7.00
6.00
5.00
3.90
2.90
N/A
N/A
80
9.40
8.00
7.00
5.70
4.60
3.40
N/A
N/A
90
10.70
9.00
7.90
6.50
5.20
1 3.90
1 N/A
N/A
Source: NCDENR/DWQ Stormwater Best Management Practices, pg. tars, Kev ub-it)-uy
STORMWATER BMP 1 - STORMWATER WET POND (25% TN Removal)
Land Use
Area
(ac)
% IA
Imp. Area
(ac)
Impervious
1.51
100
1.5
Open Space
0.66
0
0.0
Totals
2.17
1.5
Total % Impervious Surface Area = 69.7 %
Surface Area of Permanent Pool:
Assumed depth - 3.5 feet
SA/DA ratio - 6.97 % From Table 1.1
Minimum pond surface area (SA) - (DA' SA/DA ratio)/100
SA = 0.151 acres
6576 sq.ft.
Normal pool elevation - 36.0 feet
Surface area provided - 0.280 acres
12216 sq.ft.
1.5-Inch Runoff Volume Calculation
Using the runoff volume calculations in the "Simple Method" as described by Schueler (1987)
Rv - 0.05 + 0.009(1) where, Rv - Runoff coefficient, in./in.
I - Percent impervious
Rv - 0.68 in./in.
Total runoff volume from 1-inch precipitation:
Runoff volume, S - (Design rainfall) (Rv) (Drainage Area)
S = 0.183 acre-ft
7987 cu. ft.
Water quality pool elevation- 36.75 feet
Storage volume provided - 0.246 acre-ft
10716 cu.ft.

Proiect Name: ST Wooten Onslow County
i tate: Sneads Ferry, NC
STORMWATER BMP - WET POND (25% TN Removal)
Orifice Calculator
Q=Cd*A*(2gh)^(1l2)
Variables
WQ Volume:
Head:
Draw down time:
Orifice Area =
Orifice Diameter =
0.246 Acre-ft
0.75 ft
100 hrs
0.0123639 sq. ft
1.5056174 in
USE 1.5 INCH DIAMETER ORIFICE
Average Flow — 0.030 cfs
10715.76 cf
0.25 ft (avg)
360000 s
1.780405 sq. in
Project #: 2090399
Date: 14-Jun-10
Constants
g — 32.2 fd52
Cd — 0.6

ST Wooten Wetland Outlet Velocity
Project Description
—
Friction Method
Manning Formula
Solve For
Normal Depth
Input Data
Roughness Coefficient
0.060
Channel Slope
0.01250
ft/ft
Left Side Slope
3.00
R/ft (H:V)
Right Side Slope
3.00
fttft (H:V)
Bottom Width
10.00
ft
Discharge
6.38
@'/s
Results
Normal Depth
0.40
ft
Flow Area
4.54
ft'
Wetted Perimeter
12.56
ft
Top Width
12.43
ft
Critical Depth
0.23
ft
Critical Slope
0.08848
Rift
Velocity
1.41
fits
Velocity Head
0.03
ft
Specific Energy
0.44
ft
Froude Number
0.41
Flow Type
Subcritical
fGVF+Input Data
—�
Downstream Depth
0.00
ft
Length
0.00
ft
Number Of Steps
0
GVF Output Data
Upstream Depth
0.00
ft
Profile Description
Profile Headloss
0.00
ft
Downstream Velocity
Infinity
ftts
Upstream Velocity
Infinity
ftts
Normal Depth
0.40
ft
Critical Depth
0.23
ft
Channel Slope
0.01250
Nft
Critical Slope
0.08848
ft/ft
Bentley Systems, Inc. Hassled Methods Solution Center Bentley FlowMaster (08.01.071.001
6117/2010 2:39:21 PM 27 Siemens Company Drive Suite 200 W Watertown, CT 06795 USA +1.203.755.1666 Page 1 of 1

Job File: K:\09\09-0390\090399-S.T. Wooten - Onslow Co\H-H\STW POND 032510.PPW
Rain Dir: K:\09\09-0390\090399-S.T. Wooten - Onslow Co\H-H\
- JOB TITLE
Project Date: 6/14/2010
Project Engineer: WR
Project Title: ST Wooten Sneads Ferry
Project Comments:
Revised per 1st review comments from NCDWQ
SIN: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 2:99 PM 6/17/2010

Table of Contents
i
Table of Contents
++++++++++++++++++++++ MASTER SUMMARY *******+a+++aa++++++++
Watershed....... Master Network Summary ............. 1.01
****************** DESIGN STORMS SUMMARY *++++++++++++++++++
Onslow Type III Design Storms ...................... 2.01
+++++a+++a++++++++a++a TC CALCULATIONS *++++++++++++++++++++
PRE DEV.........
Tc
Calcs ...........................
3.01
SITE TO WETLAND
Tc
Calcs ...........................
3.03
SITE UNTREATED..
Tc
Calcs ...........................
3.05
x+ax+++a+++x+x+xxxx+x+ CN CALCULATIONS *****+x++++++++++++++
PRE DEV.........
Runoff
CN-Area .....................
4.01
SITE TO WETLAND
Runoff
CN-Area .....................
4.02
SITE UNTREATED..
Runoff
CN-Area .....................
4.03
+++++++++++++++xx++++++ POND VOLUMES ********++++++++++*++xx
WET POND........ Vol: Elev-Area ..................... 5.01
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Table of Contents
ii
Table of Contents (continued)
aa++xa++xaxa+a+xxxa+ OUTLET STRUCTURES ******++axxxx++axxxxx
Outlet I........ outlet Input Data .................. 6.01
Composite Rating Curve ............. 6.04
SIN: Bentley Systems, Inc.
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Type.... Master Network Summary Page 1.01
Name.... Watershed
File.... K:\09\09-0390\090399-S.T. Wooten - Onslow Co\H-H\STW Pond 032510.ppw
MASTER DESIGN STORM SUMMARY
Network Storm Collection: Onslow Type III
Total
Depth
Rainfall
Return Event
in
Type
RNF ID
------------
1
------
3.6800
----------------
Synthetic
Curve
-_-_-_----------
TypeIII
24hr
10
6.9100
Synthetic
Curve
TypeIII
24hr
25
8.5600
Synthetic
Curve
TypeIII
24hr
50
9.9800
Synthetic
Curve
TypeIII
24hr
100
11.5600
Synthetic
Curve
TypeIII
24hr
MASTER NETWORK SUMMARY
SCS Unit Hydrograph Method
(*Node=Outfall; +Node=Diversion;)
(Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=LeftSRt)
Max
Return
HYG Vol
Qpeak
Qpeak
Max WSEL Pond Storage
Node ID
Type
Event
ac-ft
Trun
hrs
cfs
ft ac-ft
*OUT
--
POST
JCT
----
1
----------
.311
--
R
---------
16.5000
--------
.17
-------- ------------
*OUT
POST
JCT
10
1.008
R
12.2000
6.23
*OUT
POST
JCT
25
1.426
R
12.1500
14.92
*OUT
POST
JCT
50
1.807
R
12.1500
19.55
*OUT
POST
JCT
100
2.248
R
12.1500
24.44
*OUT
PRE
JCT
1
.178
12.1500
1.44
*OUT
PRE
JCT
10
.826
12.1000
9.37
*OUT
PRE
JCT
25
1.249
12.1000
14.61
*OUT
PRE
JCT
50
1.643
12.1000
19.43
*OUT
PRE
JOT
100
2.105
12.1000
25.03
PRE
DEV
AREA
1
.178
12.1500
1.44
PRE
DEV
AREA
10
.826
12.1000
9.37
PRE
DEV
AREA
25
1.249
12.1000
14.61
PRE
DEV
AREA
50
1.643
12.1000
19.43
PRE
DEV
AREA
100
2.105
12.1000
25.03
SIN:
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6/17/2010

Type.... Master Network Summary Page 1.02
Name.... Watershed
File.... K:\09\09-0390\090399-S.T. Wooten - Onslow Co\H-H\STW Pond 032510.ppw
MASTER NETWORK SUMMARY
SCS Unit Hydrograph Method
("Node=Outfall; +Node=Diversion;)
(Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt)
Max
Return
HYG Vol
Qpeak
Qpeak
Max WSEL
Pond Storage
Node
ID
Type
Event
ac-ft
Trun
--
hrs
---------
cfs
--------
ft
--------
ac-ft
------------
----------------
SITE
TO WETLAND
----
AREA
------
1
----------
.322
12.1000
4.02
SITE
TO WETLAND
AREA
10
.834
12.1000
10.15
SITE
TO WETLAND
AREA
25
1.112
12.1000
13.34
SITE
TO WETLAND
AREA
50
1.357
12.1000
16.08
SITE
TO WETLAND
AREA
100
1.631
12.1000
19.12
SITE
UNTREATED
AREA
1
.025
12.4500
.06
SITE
UNTREATED
AREA
10
.213
12.1500
2.17
SITE
UNTREATED
AREA
25
.354
12.1500
3.89
SITE
UNTREATED
AREA
50
.492
12.1500
5.55
SITE
UNTREATED
AREA
100
.659
12.1000
7.62
WET
POND IN
POND
1
.322
12.1000
4.02
WET
POND IN
POND
10
.834
12.1000
10.15
WET
POND IN
POND
25
1.112
12.1000
13.34
WET
POND IN
POND
50
1.357
12.1000
16.08
WET
POND IN
POND
100
1.631
12.1000
19.12
WET
POND OUT
POND
1
.286
R
16.5000
.14
36.76
.823
WET
POND OUT
POND
10
.795
R
12.2000
6.38
36.97
.900
WET
POND OUT
POND
25
1.072
R
12.1500
11.02
37.06
.937
WET
POND OUT
POND
50
1.315
R
12.1500
14.00
37.12
.958
WET
POND OUT
POND
100
1.589
R
12.1500
16.91
37.17
.977
Bentley Systems, Inc.
6/17/2010
SIN:
Bentley PondPack (10.00.027.00)
2:44 PM

Type.... Design Storms
Name.... Onslow Type III
Page 2.01
File.... K:\09\09-0390\090399-S.T. Wooten - Onslow Co\H-H\STW Pond 032510.ppw
Title... Project Date: 6/14/2010
Project Engineer: WR
Project Title: ST Wooten Sneads Ferry
Project Comments:
Revised per 1st review comments from NCDWQ
DESIGN STORMS SUMMARY
Design Storm File,ID =
Storm Tag Name = 1
Onslow Type III
Data Type, File, ID = Synthetic Storm TypeIII 24hr
Storm Frequency = 1 yr
Total Rainfall Depth= 3.6800 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
Storm Tag Name = 10
Data Type, File, ID = Synthetic Storm TypeIII 24hr
Storm Frequency = 10 yr
Total Rainfall Depth= 6.9100 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
Storm Tag Name = 25
Data Type, File, ID = Synthetic Storm TypeIII 24hr
Storm Frequency = 25 yr
Total Rainfall Depth= 8.5600 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
Storm Tag Name = 50
Data Type, File, ID = Synthetic Storm TypeIII 24hr
Storm Frequency = 50 yr
Total Rainfall Depth= 9.9800 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
Storm Tag Name = 100
Data Type, File, ID = Synthetic Storm TypeIII 24hr
Storm Frequency = 100 yr
Total Rainfall Depth= 11.5600 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs
SIN: Bentley Systems, Inc.
Bentley Pond Pack (10.00.027.00) 2:44 PM 6/17/2010

Type.... Tc Calcs
Name.... PRE DEV
Page 3.01
File.... K:\09\09-0390\090399-s.T. Wooten - Onslow Co\H-H\STW Pond 032510.ppw
TIME OF CONCENTRATION. CALCULATOR..
......... ..............................
Segment #1: TC: User Defined
SIN:
Segment #1 Time: .1200 hrs
------------------------------
Total Tc: .1200 hrs
Bentley Systems, Inc.
6/17/2010
Bentley PondPack (10.00.027.00)
2:99 PM

Type.... Tc Calcs
Name.... PRE DEV
Page 3.02
File.... K:\09\09-0390\090399-S.T. Wooten - Onslow Co\H-H\STW Pond 032510.ppw
Tc Equations used...
--------------------
___= User Defined
Tc = Value entered by user
Where: Tc = Time of concentration
SIN: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 2:99 PM 6/17/2010

Type.... Tc Calcs
Name.... SITE TO WETLAND
Page 3.03
File.... K:\09\09-0390\090399-S.T. Wooten - Onslow Co\H-H\STW Pond 032510.ppw
TIME OF CONCENTRATION CALCULATOR
Segment #1: Tc: User Defined
Segment #1 Time: .0830 hrs
-------------------------------
-------------------------
Total Tc: .0830 hrs
Calculated Tc < Min.Tc:
Use Minimum Tc...
Use Tc = .0833 hrs
SIN: Bentley Systems, Inc.
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Type.... Tc Calcs
Name.... SITE TO WETLAND
Page 3.04
File.... K:\09\09-0390\090399-S.T. Wooten - Onslow Co\H-H\STW Pond 032510.ppw
Tc Equations used...
---------------------------------------------------------------
___= User Defined = -----------------------------
Tc - Value entered by user
Where: Tc = Time of concentration
SIN: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 2:44 PM 6/17/2010

Type.... TC Calcs
Name.... SITE UNTREATED
Page 3.05
File.... K:\09\09-0390\090399-S.T. Wooten - Onslow Co\H-H\STW Pond 032510.ppw
TIME OF CONCENTRATION CALCULATOR
------------------------------------------------------------------------
Segment K: TC: User Defined
Segment #1 Time: .1200 hrs
------------------------------------------------------------------------
-------------------------
Total Tc: .1200 hrs
SIN: Bentley Systems, Inc.
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Type.... Tc Calcs
Name.... SITE UNTREATED
Page 3.06
File.... K:\09\09-0390\090399-S.T. Wooten - Onslow Co\H-H\STW Pond 032510.ppw
--------------------------
Tc Equations used...
--------------------------
___- User Defined
Tc = Value entered by user
Where: Tc = Time of concentration
SIN: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 2:44 PM 6/17/2010

Type.... Runoff CN-Area
Name.... PRE DEV
Page 4.01
File.... K:\09\09-0390\090399-S.T. Wooten - Onslow Co\H-H\STW Pond 032510.ppw
RUNOFF CURVE NUMBER DATA
--------------------------------------------------------------------------
Impervious
Area
Adjustment
Adjusted
Soil/Surface Description CN
--------------------------------
acres
8C %UC
CN
----
Impervious Areas - Paved parking l0 97
---------
1.380
----- -----
20.00
------
97.20
Open space (Lawns,parks etc.) - Goo 39
3.020
39.00
COMPOSITE AREA & WEIGHTED CN --->
4.400
57.25 (57)
SIN:
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2:44 PM
Bentley Systems, Inc.
6/17/2010

Type.... Runoff CN-Area
Name.... SITE TO WETLAND
Page 4.02
File.... K:\09\09-0390\090399-S.T. Wooten - Onslow Co\H-H\STW Pond 032510.ppw
RUNOFF CURVE NUMBER DATA
Area
Soil/Surface Description CN acres
— ------------ ---- ---------
Impervious Areas - Paved parking to 98 1.510
Open space (Lawns,parks etc.) - Goo 39 .660
Impervious
Adjustment Adjusted
%C SUC CN
----- ----- ----
20.00 98.00
39.00
COMPOSITE AREA & WEIGHTED CN ---> 2.170 60.06 (80)
SIN: Bentley Systems, Inc.
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Type.... Runoff CN-Area
Name.... SITE UNTREATED
Page 4.03
File.... K:\09\09-0390\090399-S.T. Wooten - Onslow Co\H-H\STW Pond 032510.ppw
RUNOFF CURVE NUMBER DATA
Impervious
Area Adjustment Adjusted
Soil/Surface Description CN acres %C 8UC CN
-------------------------------- ------------- ----- ----- ------
Impervious Areas - Paved parking to 98 .270 20.00 98.00
Open space (Lawns,parks etc.) - Goo 39 1.610 39.00
COMPOSITE AREA & WEIGHTED CN ---> 1.880 47.47 (47)
SIN:
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Type.... Vol: Elev-Area
Name.... WET POND
Page 5.01
File.... K:\09\09-0390\090399-S.T. Wooten - Onslow Co\H-H\STW Pond 032510.ppw
Elevation
Planimeter Area
Al+A2+sgr(A1*A2)
Volume
Volume Sum
(ft)
(sq.in) (sq.ft)
(sq.ft)
(ac-ft)
(ac-ft)
-----------------------------------------------------------------------
31.50
----- 2844
0
.000
.000
35.50
----- 7621
15121
.463
.463
36.00
----- 12216
29486
.113
.576
36.50
----- 15022
40785
.156
.732
37.00
----- 16510
47280
.181
.913
38.00
----- 19347
53729
.411
1.324
38.50
----- 25870
67589
.259
1.582
POND VOLUME EQUATIONS
* Incremental volume computed by the Conic Method for Reservoir Volumes.
Volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt.(Areal*Area2))
where: EL1, EL2 = Lower and upper elevations of the increment
Areal,Area2 = Areas computed for EL1, EL2, respectively
Volume = Incremental volume between EL1 and EL2
SIN: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 2:44 PM 6/17/2010

Type.... Outlet Input Data
Name.... Outlet 1
Page 6.01
File.... K:\09\09-0390\090399-S.T. Wooten - Onslow Co\H-H\STW Pond 032510.ppw
REQUESTED POND WS ELEVATIONS:
Min. Elev.= 31.50 ft
Increment = .10 ft
Max. Elev.= 38.50 ft
OUTLET CONNECTIVITY
---> Forward Flow Only (UpStream to DnStream)
<--- Reverse Flow Only (DnStream to UpStream)
< --- > Forward and Reverse Both Allowed
Structure No. Outfall El, ft E2, ft
Inlet Box RO ---> CO 36.750 38.500
Orifice -Circular 00 ---> CO 36.000 38.500
Culvert -Circular CO ---> TW 32.500 38.500
TW SETUP, DS Channel
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Type.... Outlet Input Data
Name.... Outlet 1
Page 6.02
File.... K:\09\09-0390\090399-S.T. Wooten - Onslow Co\H-H\STW Pond 032510.ppw
OUTLET STRUCTURE INPUT DATA
Structure ID =
RO
Structure Type =
Inlet Box
------------------------------------
# of Openings =
1
Invert Elev. =
36.75
ft
Orifice Area =
25.0000
sq.ft
Orifice Coeff. _
.600
Weir Length
= 20.00
ft
Weir Coeff.
3.100
K, Reverse
= 1.000
Mannings n
= .0000
Kev,Charged Riser
- .000
Weir Submergence
= No
Structure ID = 00
Structure Type = Orifice -Circular
------------------------------------
# of Openings = I
Invert Elev. = 36.00 ft
Diameter = .1200 ft
Orifice Coeff. _ .600
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Page 6.03
Type.... Outlet Input Data
Name.... Outlet 1
File.... K:\09\09-0390\090399-S.T. Wooten - Onslow Co\H-H\STW Pond 032510.ppw
OUTLET STRUCTURE INPUT DATA
Structure ID
Structure Type
----------------
No. Barrels
Barrel Diameter
Upstream Invert
Dnstream Invert
Horiz. Length
Barrel Length
Barrel Slope
= CO
= Culvert -Circular
------------------
= 1
1.5000 ft
32.50 ft
32.00 ft
= 46.00 ft
= 46.00 ft
_ .01087 ft/ft
OUTLET CONTROL DATA...
Mannings n = .0110
Ke = .2000
Kb = .013040
Kr = .2000
HW Convergence = .001
INLET CONTROL DATA
Equation form =
1
Inlet Control K =
.0018
Inlet Control M =
2.0000
Inlet Control c =
.02920
Inlet Control Y =
.7400
T1 ratio (HW/D) =
1.057
T2 ratio (HW/D) =
1.202
Slope Factor =
-.500
(forward entrance loss)
(per ft of full flow)
(reverse entrance loss)
+/- ft
Use unsubmerged inlet control Form 1 equ. below T1 elev.
Use submerged inlet control Form 1 equ. above T2 elev.
In transition zone
between
unsubmerged
and submerged inlet control,
interpolate between
flows
at T1 & T2...
At T1 Elev = 34.09
ft
---> Flow
= 7.58 cfs
At T2 Elev = 34.30
ft
---> Flow =
8.66 cfs
Structure ID = TW
Structure Type = TW SETUP, US Channel
---------------------------------
FREE OUTFALL CONDITIONS SPECIFIED
CONVERGENCE TOLERANCES...
Maximum Iterations= 40
Min.
TW
tolerance =
.01
ft
Max.
TW
tolerance =
.01
ft
Min.
HW
tolerance =
.01
ft
Max.
HW
tolerance =
.01
ft
Min.
Q
tolerance =
.00
cfs
Max.
Q
tolerance =
.00
cfs
SIN:
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Type.... Composite Rating Curve
Name.... Outlet 1
Page 6.04
File.... K:\09\09-0390\090399-S.T. Wooten - Onslow Co\H-H\STW Pond 032510.ppw
WS Elev,
Elev.
ft
31.50
31.60
31.70
31.80
31.90
32.00
32.10
32.20
32.30
32.40
32.50
32.60
32.70
32.80
32.90
33.00
33.10
33.20
33.30
33.40
33.50
33.60
33.70
33.80
33.90
34.00
34.10
34.20
34.30
34.40
34.50
34.60
34.70
34.80
34.90
35.00
35.10
35.20
***** COMPOSITE OUTFLOW SUMMARY ****
Total Q
-- Q
cfs
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
.00
Notes
-------- Converge -------------------------
TW Elev Error
ft +/-ft Contributing Structures
-------- -----
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
(no Q: RO,OO,CO)
(no Q: RO,OO,CO)
(no Q: RO,OO,CO)
(no Q: RO,OO,CO)
(no Q: RO,OO,CO)
(no Q: MOO,=
(no Q: RO,OO,CO)
(no Q: RO,O0,CO)
(no Q: MOO,=
(no Q: RO,OO,CO)
(no Q: RO,OO,CO)
(no Q: RO,00,CO)
(no Q: RO,00,CO)
(no Q: RO,OO,CO)
(no Q: RO,00,CO)
(no Q: RO,OO,CO)
(no Q: RO,00,CO)
(no Q: RO,OO,CO)
(no Q: RO,OO,CO)
(no Q: RO,00,CO)
(no Q: RO,OO,CO)
(no Q: RO,OO,CO)
(no Q: RO,OO,CO)
(no Q: RO,OO,CO)
(no Q: RO,OO,CO)
(no Q: RO,OO,CO)
(no Q: RO,OO,CO)
(no Q: RO,OO,CO)
(no Q: RO,OO,CO)
(no Q: RO,OO,CO)
(no Q: RO,OO,CO)
(no Q: RO,OO,CO)
(no Q: RO,OO,CO)
(no Q: RO,00,CO)
(no Q: RO,00,CO)
(no Q: RO,OO,CO)
(no Q: RO,OO,CO)
(no Q: RO,OO,CO)
SIN: Bentley Systems, Inc.
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Type.... Composite Rating Curve
Name.... Outlet 1
Page 6.05
File.... K:\09\09-0390\090399-S.T. Wooten - Onslow Co\H-H\STW Pond 032510.ppw
***** COMPOSITE OUTFLOW SUMMARY ****
WS Elev,
Total Q
Notes
---------------
--------
Converge
----------------------
Elev.
Q
TW Elev Error
ft
cfs
ft +/-ft
Contributing
Structures
-------
35.30
-------
.00
--------
Free
-----
Outfall
------------------------
(no Q:
RO,OO,CO)
35.40
.00
Free
Outfall
(no Q:
RO,OO,CO)
35.50
.00
Free
Outfall
(no Q:
RO,OO,CO)
35.60
.00
Free
Outfall
(no Q:
RO,OO,CO)
35.70
.00
Free
Outfall
(no Q:
RO,OO,CO)
35.80
.00
Free
Outfall
(no Q:
RO,o0,C0)
35.90
.00
Free
Outfall
(no Q:
RO,OO,CO)
36.00
.00
Free
Outfall
(no Q:
RO,OO,CO)
36.10
.01
Free
Outfall
OO,CO
(no Q:
RO)
36.20
.02
Free
Outfall
OO,CO
(no Q:
RO)
36.30
.03
Free
Outfall
OO,CO
(no Q:
RO)
36.40
.03
Free
Outfall
O0,C0
(no Q:
RO)
36.50
.04
Free
Outfall
OO,CO
(no Q:
RO)
36.60
.04
Free
Outfall
OO,CO
(no Q:
RO)
36.70
.04
Free
Outfall
OO,CO
(no Q:
RO)
36.75
.05
Free
Outfall
OO,CO
(no Q:
RO)
36.80
.74
Free
Outfall
RO,OO,CO
36.90
3.65
Free
Outfall
RO,OO,CO
37.00
7.80
Free
Outfall
RO,00,C0
37.10
12.89
Free
Outfall
RO,OO,CO
37.20
18.75
Free
Outfall
RO,OO,CO
37.30
19.89
Free
Outfall
RO,OO,CO
37.40
20.15
Free
Outfall
RO,CO
(no Q:
00)
37.50
20.42
Free
Outfall
RO,CO
(no Q:
00) '
37.60
20.68
Free
Outfall
RO,CO
(no Q:
00)
37.70
20.93
Free
Outfall
RO,CO
(no Q:
00)
37.80
21.19
Free
Outfall
RO,CO
(no Q:
00)
37.90
21.44
Free
Outfall
RO,CO
(no Q:
00)
38.00
21.69
Free
Outfall
RO,CO
(no Q:
00)
38.10
21.93
Free
Outfall
RO,CO
(no Q:
00)
38.20
22.18
Free
Outfall
RO,CO
(no Q:
00)
38.30
22.42
Free
Outfall
RO,CO
(no Q:
00)
38.40
22.65
Free
Outfall
RO,CO
(no Q:
00)
38.50
22.89
Free
Outfall
RO,CO
(no Q:
00)
SIN: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 2:44 PM 6/17/2010

Appendix A
A-1
Index of Starting Page Numbers for ID Names
_____ 0 _____
Onslow Type III... 2.01
outlet 1... 6.01, 6.04
P -----
PRE DEV... 3.01, 4.01
S -----
SITE TO WETLAND... 3.03, 4.02
SITE UNTREATED... 3.05, 4.03
_____ W -----
Watershed ... 1.01
WET POND... 5.01
SIN: Bentley Systems, Inc.
Bentley PondPack (10.00.027.00) 2:44 PM 6/17/2010

HAL OWEN & ASSOCIATES, INC.
SOIL & ENVIRONMENTAL SCIENTISTS
P.O. Box 400, 266 Old Coats Road
Lillington, NC 27546-0400
Phone [phone] / Fax [phone]
E-mail: [e-mail]
16 December 2009
Mr. Dale Werenko, P.E.
Withers & Ravenel
111 MacKenan Drive
Cary, NC 27511
Reference: Soil Scientist Investigation
S.T. Wooten Concrete Plant, NC Hwy 172 Snead's Ferry
Dear Mr. Werenko,
A site meeting was conducted with Mr. Vince Lewis, NC Division of Water Quality, on
10 December, 2009, at the above referenced property which is located on the northern side of
Sneads Ferry Road (NC Hwy 172), Onslow County, North Carolina. The purpose of this
meeting was to evaluate the soils in the area proposed for stormwater management devices,
including a determination of the depth to evidence of a seasonal high water table. All soil
determinations were made in accordance with the "North Carolina Stormwater Best Management
Practice Manual" and Administrative Code Section: 15A NCAC 2H .1000. The materials at the
site were described in accordance with the USDA Field Book for Describing and Sampling Soils.
This report represents my professional opinion as a Licensed Soil Scientist.
Observations were made at each of the three indicated areas shown at Figure 1. The
Onslow County Soil Survey indicates the site to be underlain by soils of the Leon series, which
are poorly drained soils on uplands. These sandy textured soils with weakly cemented subsoils
were verified at the site. However, indicators of a seasonal high water table at observation point
#1 were found to be at or near the surface. Indicators of a seasonal high water table at
observation points #2 and # 3 were found to be in the 6 to 12 inch zone below surface. The map
at Figure 1 shows an area in which these better drained soils can be expected. However, the
topography at observation point #1 is very flat, if not somewhat concave. East of observation
point #1, the topography becomes more convex (although the extremely dense vegetation made
visual observations difficult). It is likely that some additional area of the better drained soils can
be found east of observation point #1 and south of the area indicated on the attached map.
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

WITHERS &RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
June 17. 2010
Ms. Kelly Johnson
Environmental Engineer
NCDENR Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
RE: Project Name: S.T. Wooten Concrete Plant No. 21 — Sneads Ferry
Stormwater Project No. SW8 100410
County: Onslow, Hwy 172, Stump Sound
W R Project #: 2090399.00
Dear Ms Johnson:
JUN 1 8 2010
On behalf of S.T. Wooten Corporation, we are writing this letter in response to the Request for
Information Letter received on May 10, 2010 for the above referenced project. We understand there is
additional information requested in order to proceed with the project review and subsequent approval.
Listed below are NCDENR's initial comments along with our associated responses (in red).
1. Guidelines
a. Stormwater:
i. DWQ Stormwater rules as well as the specific language in the stormwater permits
clearly limit the use of engineered systems for the treatment of "stormwater runoff"
Response: Noted.
ii: DWQ does not object to a stormwater discharge from the proposed site and will
support the NDPES Permit (NCG14000) for stormwater discharges only.
Response: Noted.
b. Wastewater:
i. Water Quality Standards applicable to Mill Creek (Class SA waters) prohibit the
Division's ability to approve an NPDES discharge for wastewater.
Response: While we believe this project discharges to an unnamed tributary to Mill Creek per
stream classification guidelines outlined by NCDWQ in 15A NCAC 02B .0301, and that this
unnamed tributary is properly classified as "C" waters per 15A NCAC 02B .0301 (i) (1) (B),
we are pursuing a recycle system permit for non -discharge wastewater through DWQ Aquifer
Protection as requested.
ii: The proposed wastewater recycle system will not be permitted for discharge.
Response: Noted.
iii: A wastewater recycle system will need to be a non -discharging system and will require
permitting through the Aquifer Protection Section (APS).
Response: Noted.
Drainage Areas: There are three areas
a. Stormwater
i. DA1 to (pond): 157,798 sf
1. Includes 57,863 sf of offsite drainage.
2. Because the density of the offsite area cannot be controlled through this permit,
please either:
iii MacKenan Drive 1 Cary, NC 275111 tel:[phone] I fax:[phone]o99 1 www.withersravenel.com
1410 Commonwealth Drive 1 Suite 1oi I Wilmington, NC 284031 tel: [phone] fax: 9io.256.2584
Brunswick Surveying 1 1027 Sabbath Home Rd, SW I Supply, NC 28462 I tel: [phone] fax: [phone]
416-A W. Mountain Street I Kernersville, NC 27284 1 tel: [phone]

a. Route the offsite drainage around the project, and show the ditch on the plans.
b. Consider the potential BUA on the offsite area to be either at 100% density or
at full -build -out per zoning requirements.
Response: We have rerouted the offsite area around the site as noted in option "a". A ditch
with a raised earthen berm has been added to Sheet 2 along with typical design cross -
sections.
ii. DA3 (untreated): 78,047 sf
1. Includes 11,702 sf of BUA that must be treated by a BMP. If it cannot flow to the
pond, then a separate BMP must be provided. It cannot flow to the wetlands untreated.
Response: There is an existing driveway in this location as evidenced by historical aerials.
The existing driveway alignment and location will be used for the new development. Through
discussions and concurrence with staff, no additional BMP's are required to treat this BUA
prior to entering the wetlands. Copies of the archived aerial photos are included in the
Stormwater Management Plan.
b. Wastewater
i. DA2 (wastewater system): 13850 sf
1. Please integrate the wastewater guidance specified above into this design.
Response: Noted. We have separated the wastewater flows from the stormwater as shown
on the plans and have designed accordingly as requested.
2. Please delineate this drainage area on the drainage area map on Sheet 5.
Response: Wastewater drainage area outlined on Sheet 5 as requested.
3. Please show how the wastewater drainage area will be separated from the
stormwater drainage area using a permanent physical barrier to prevent mixing.
Please provide a narrative regarding how the permanent physical barrier will be able
to separate the wastewater and stormwater.
Response: A raised concrete lip has been added along the stormwater/wastewater boundary
limits to prevent wastewater/stormwater commingling. Details have been added to Sheet 3
showing the locations. A design narrative has been added to Sheet 3 as requested.
4. If a physical barrier is not provided, then the entire site will be covered by the
NPDES permit.
Response: Noted. A permanent concrete lip has been added as a barrier. See Response #3
above.
3. Buffer:
a. State Stormwater Buffer: The site drains to a UT to Mill Creek (SA; HQW) but is over''/I
mile to the named stream. Joanne Steenhuis, 401 staff in Wilmington Region, has made
a stream call for the stream to start at the location shown below, and flow along the lot
line and under Hwy 172. Please show the top of bank on the plans as well as the 50 ft
buffer measured from the TOB. A 50 ft buffer is required for new projects. If you intend to
claim to be a redevelopment project such that you required only a 30 ft buffer, please
summarize reasons supporting that claim in your response and provide a copy of the site
survey of the built upon area that you refer to in your narrative.
Response: Withers & Ravenel met onsite with Ms. Steenhuis on May 21, 2010 to review the
ditch along the eastern property boundary and discuss the stream determination made by
DWQ. Based on the additional site review and review of historical aerials provided by W&R,
Ms. Steenhuis determined that the ditch was not a stream (Waters of the State), and was in
fact a man-made ditch. Since Ms. Steenhuis determined that the feature was not a stream
(Waters of the State), the feature is not subject to the 50' buffers. Ms. Steenhuis will be
issuing documentation that the feature is not a stream, and W&R will provide a copy of this
documentation to DWQ upon receipt.
WITHERS �. RAVENyEL Page 2of4

b. Potential 401 Certification Needed: If you plan to grade and re -vegetate the area within
the State Stormwater buffer such that it will impact the wetland area, please contact Ms.
Joanne Steenhuis of the WiRO 401 Unit.
Response: Noted, see response above.
4. State Stormwater Calculations:
a. Peak Flow Predevelopment: Please provide calculations showing that this value is 0.7
cfs.
Response: Calculations are included in the PondPack results provided within the Stormwater
Management Plan as requested.
b. Pond Required Volume: The supplement shows that 8,695 cf is required and 10,716 cf is
provided. The calculations for 1.5" post development show 11,783 cf is required. Please
correct any discrepancies.
Response: Calculations have been updated to reflect current design. The pre/post
comparison previously used has been removed because the site is NOT within''/t mile of and
draining to SA waters (as defined by Stormwater policy). The wet pond has been sized to
control and treat runoff from the first 1.5" of rainfall from the contributing drainage area. Also
see response to comments 2.a.i.2.a and 2.a.ii.1.
c. Average Head: The calculations show that Option 1 yields 2.17 ft, and Option 2 yields
3.50 ft. The average depth to use to determine the SA/DA should be rounded to the
nearest half -foot. However, an average depth of 3.0 ft was used in the calculation. Please
make the appropriate corrections.
Response: Average depth calculations revised as requested, and wet pond sizing
calculations revised based on 3.5' average depth.
d. Table of Elevations: A table of elevations is provided for the main pond for elevations
31.5-36.0 and for the forebay for elevations 33.0-36.0. Please provide a table showing
the following information:
Response: Table added as requested and Shown on Sheet 4.
e. SHWT: SHWT was determined from existing grade. Please submit a table summarizing
the existing grade, depth to SHWT and resulting SHWT for each boring in order to
demonstrate that the SHWT is at 35.5 fmsl.
Response: Table added as requested and shown on Sheet 4.
f. 2fts: Please provide calculations showing that the discharge from the pond will enter the
wetlands non-erosively per SL2008-211. The Division defines non -erosive velocity as 2
fps or less.
Response: Calculations provided as requested. See Stormwater Management Plan.
5. Plans for the Stormwater System: please provide the following:
a. Finished floor elevations (if applicable)
Response: Finished floor elevation for the modular office building added to Sheets 1 and 2 as
requested.
b. Pipe invert at the velocity dissipater pad
Response: Invert labeled on Sheets 2 and 4 as requested.
c. Drainage easement dimensions
Response: Easement labeled on Sheet 1 as requested.
d. Details for roads, parking and sidewalks
Response: Sheet 1 labels and details the roads, parking and sidewalks as requested. The
majority of the parking lot and driveway will be gravel over compacted subgrade.
WITHERS & RAVENEL Page 3of4

e. The elevations of the top and bottom of the vegetated shelf
Response: Vegetated shelf elevations added to the profiles on Sheet 4 as requested.
f. Outlet box trash rack < 6" openings
Response: Riser weir opening revised to 6" as requested and shown on Sheet 4 as
requested.
g. Outlet orifice should be protected from clogging by using a down turned orifice. Please
see page 10-18 of the BMP manual for further information regarding how to down -turn an
orifice to protect it from becoming clogged by floating debris. If the orifice will be less than
2" in diameter, please provide a trash rack box around the orifice to provide further
protection.
Response: The outlet orifice is submerged 4' below the permanent pool elevation as shown
on Sheet 4 and does not require a down -turn since it will not have the tendency to clog with
floating debris.
h. Dimensions of each line and arc formed by the permanent pool
Response: Sheet 4 labels and dimensions the permanent pool elevations as requested.
i. Please specify vegetation for the vegetated shelf on the plan
Response: The vegetated shelf will be seeded with grass and mulched as indicated with
additional notes on Sheet 4 and details added to Sheet 5 as requested.
6. Signature on the State Stormwater Application: The applicant's name, George R. Strickland, was
omitted from Section 111(1)(a). I will write in and initial his name if you authorize me to do so.
Response: Please initial as indicated.
7. Please remember that a change in one number may have a domino effect on other numbers.
Please check all plans, calculations and forms and make changes as needed.
Response: Noted
We trust that these revisions will be deemed acceptable by NCDENR and allow the project to continue
through the review and subsequent approval process. Please advise if you require additional information
or have any questions.
Sincerely,
WITHERS &RAVE EL, INC.
ale Werenko, PE, CFM
Senior Project Manager
cc: Mr. R.S. (Butch) Lawter, Jr. PE, S.T. Wooten Corporation
Mr. Hunter Freeman, PE, CFM, Withers & Ravenel
WITHERS & RAVENEL Page 4 of

Johnson, Kelly
From:
Butch Lawter [[e-mail]]
Sent:
Friday, May 14, 2010 2:01 PM
To:
'[e-mail]'; Johnson, Kelly
Cc:
'[e-mail]'
Subject:
Re: ST Wooten Onslow County
We would prefer wet pond at this point.
Butch Lawler
From: Freeman, Hunter
To: Johnson, Kelly
Cc: Butch Lawter; Werenko, Dale
Sent: Fri May 14 13:54:51 2010
Subject: ST Wooten Onslow County
Kelly —just to summarize our phone calls today, we will provide aerial photos or site surveys documenting the existing
impervious area on the driveway. The volume and quality of the untreated runoff from the driveway is consistent with
existing conditions, and due to the existing grades of the driveway it is not feasible to treat the runoff. I will include the
historical site information with the revised submittal.
Troy Beasley is meeting Joanne on site on the 21" to discuss the stream/ditch and determine if it should be buffered. If it
is buffered, the coastal regulations state that wet ponds are not permitted in the buffer. Per your request during our
first scoping meeting, we had changed the proposed design from a constructed wetland to a wet pond. However, there
is a provision to have the Division issue a minor variance from the buffer requirements. I know you will be talking with
colleagues about how to resolve this conflict if it does come up.
Hunter
HUNTER FREEMAN. PE, LEED AP
WITHERS L\Y' RAVENEL
ti i MacKenan Drive 1 Cary, North Ca roli na a751 t
let: 9f9.469.13401 fat:g19.467.6uA
direct: 9 t9.5155+J 7
mwimith ersravenel.com
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party.

r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
May 10, 2010
Mr. George Strickland
S.T. Wooten Corporation
3801 Black Creek Road
Wilson, NC 27893
Subject: Request for Additional Information
Stormwater Project No. SW8 100410
S.T. Wooten Corp. Concrete Plant No. 21
Onslow County
Dear Mr. Strickland:
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for S.T. Wooten Corp. Concrete Plant No. 21 on April 5, 2010. A preliminary in-
depth review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
1. Guidelines:
a. Stormwater:
i. DWQ Stormwater rules as well as the specific language in the
stormwater permits clearly limit the use of engineered systems for the
treatment of "stormwater runoff'.
ii. DWQ does not object to a stormwater discharge from the proposed
site and will support the NPDES Permit (NCG140000) for stormwater
discharges only.
b. Wastewater:
i. Water Quality Standards applicable to Mill Creek (Class SA waters)
prohibit the Division's ability to approve an NPDES discharge for
wastewater.
ii. The proposed wastewater recycle system will not be permitted for
discharge.
iii. A wastewater recycle system will need to be a non -discharging
system and will require permitting through the Aquifer Protection
Section (APS).
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer Service: "77-623-6748
Internet: vvv vv.ncivaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
Nne
orthCarolina
Natltn7lly

SW8 100410
May 10, 2010
2. Drainage Areas: There are three areas
a. Stormwater
i. DA1 (to pond): 157,798sf
1. Includes 57,863sf of offsite drainage.
2. Because the density of the offsite area cannot be controlled
through this permit please either:
a. Route the offsite drainage around the project, and
show the ditch on the plans.
b. Consider the potential BUA on the offsite area to be
either at 100% density or at full -build out per zoning
requirements.
ii. DA3 (untreated): 78,047sf
1. Includes 11,702sf of BUA that must be treated by a BMP. If it
cannot flow to the pond, then a separate BMP must be
provided. It cannot flow to the wetlands untreated.
b. Wastewater
i. DA2(wastewater system): 13,850sf
1. Please integrate the wastewater guidance specified above into
this design.
2. Please delineate this drainage area on the drainage area map
on Sheet 5.
3. Please show how the wastewater drainage area will be
separated from the stormwater drainage area using a
permanent physical barrier to prevent mixing. Please provide
a narrative regarding how the permanent physical barrier will
be able to separate the wastewater and stormwater.
4. 1 have inserted a picture below of a similar site where a rock
barrier was used. This barrier has failed, and is therefore an
example of what the Division does not support for such a
barrier. If a physical barrier is not provided, then the entire site
will be covered by the NPDES permit.
Page 2 of 5

SW8 100410
May 10, 2010
3. Buffer:
a. State Stormwater Buffer: The site drains to a UT to Mill Creek (SA; HQVV)
but is over '% mile to the named stream. Joanne Steenhuis, 401 staff in
Wilmington Region, has made a stream call for the stream to start at the
location shown below, and flow along the lot line and under Hwy172. Please
show the top of bank on the plans as well as the 50ft buffer measured from
TOB. A 50ft buffer is required for new projects. If you intend to claim to be a
redevelopment project such that you require only a 30ft buffer, please
summarize reasons supporting that claim in your response and provide a
copy of the site survey of the built upon area that you refer to in your
narrative.
b. Potential 401 Certification Needed: If you plan to grade and re -vegetate the
area within the State Stormwater buffer such that it will impact the wetland
area, please contact Ms. Joanne Steenhuis of the WiRO 401 Unit.
Start of UT to Mill Creek for Buffer
Onslow County GIS, Parcel Search
4. State Stormwater Calculations:
a. Peak Flow Predevelopment: Please provide calculations showing that this
value is 0.7cfs.
b. Pond Required Volume: The supplement shows that 8,695cf is required and
10,716cf is provided. The calculations for 1.5" post development show
11,783cf is required. Please correct any discrepancies.
c. Average Head: The calculations show that Option 1 yields 2.17ft, and Option
2 yields 3.50ft. The average depth to use to determine the SA/DA should be
rounded to the nearest half -foot. However, an average depth of 3.0ft was
used in the calculation. Please make the appropriate corrections.
d. Table of Elevations: A table of elevations is provided for the main pond for
elevations 31.5-36.0 and for the forebay for elevations 33.0-36.0. Please
provide a table showing the following information:
Top of Sediment
Bottom of Shelf
Permanent Pool
Top of Shelf
Temporary Pool
Elevation Area Increm. Vol. Accu. Vol.
Vol:
Vol:
Page 3 of 5

SW8 100410
May 10, 2010
e. SHWT: SHWT was determined from existing grade. Please submit a table
summarizing the existing grade, depth to SHWT and resulting SHWT for each
boring in order to demonstrate that the SHWT is at 35.5fmsl.
f. 2fts: Please provide calculations showing that the discharge from the pond
will enter the wetlands non-erosively per SL2008-211. The Division defines
non -erosive velocity as 2fps or less.
5. Plans for the Stormwater System: Please provide the following:
a. Finished floor elevations (if applicable)
b. Pipe invert at the velocity dissipater pad
c. Drainage easement dimensions
d. Details for roads, parking and sidewalks
e. The elevations of the top and bottom of the vegetated shelf
f. Outlet box trash rack <6" openings.
g. Outlet orifice should be protected from clogging by using a down -turned
orifice. Please see page 10-18 of the BMP manual for further information
regarding how to down -turn an orifice to protect it from becoming clogged by
floating debris. If the orifice will be less than 2" in diameter, please provide a
trash rack box around the orifice to provide further protection.
h. Dimensions of each line and arc formed by the permanent pool
i. Please specify vegetation for the vegetated shelf on the plan
6. Signature on the State Stormwater Application: The applicant's name, George R..
Strickland, was omitted from'Section III(1)(a). I will write in and initial his name if you
authorize me to do so.
7. Please remember that a change to one number may have a domino effect on other
numbers. Please check all plans, calculations and forms and make changes as
needed.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to June 10, 2010, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee. If you need additional time to submit the
information, please mail, email or fax your request for a time extension to the Division at the
address and fax number at the bottom of this letter. The request must indicate the date by which
you expect to submit the required information.
The Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable.
Pagc 4 of 5

SW8 100410
May 10, 2010
If you have any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
Sincerely,
r
Kelly Johnson
Environmental Engineer
GDS/kpj: S:\WQS\STORMWATERWDDINFO\2010\100410.may10
cc: Hunter Freeman, PE
Linda Willis, WiRO DWQ, Surface Water Protection
Charlie Stehman, WiRO DWQ, Aquifer Protection
Joanne Steenhuis, WiRO DWQ, 401 Unit
Ken Pickle, PE, DWQ Central Office
Wilmington Regional Office Stormwater File
['age 5 or

To: Bradley Bennett, Supervisor NPDES Stormwater Permitting Unit
From: Linda Willis, Env. Eng. I, WiRO, SWPS
Subject: S.T. Wooten Corporation
Concrete Plant No. 21
Sneads Ferry, Onslow County
The Wilmington Regional Office received an application for the NCG140000, a USGS map
showing site location, a copy of the E&SC Approval letter and a copy of the design plans from
Withers & Ravenel, on April 5, 2010, for the S.T. Wooten Corporation for concrete Plant No. 21
in Sneads Ferry, Onslow County. The site is located on Highway 172 and drains to an unnamed
tributary to Mill Creek which is a SA, HQW, PNA water of the State. The Tidal Salt Water
Quality Standards (15A NCAC 02B.0221) apply for this receiving stream. 15A NCAC
02B.0221(3)(a) specifically states; Floating solids, settleable solids, or sludge deposits: none
attributable to sewage, industrial wastes or other wastes.
The plans and specifications propose to divert all wastewater generated in the aggregate
materials storage area, admix (concrete additives) containment area, cement silo area and truck
washdown area to a wastewater recycle system. The recycle settling basin will be designed for
the 24 hour 25 year storm event, or an eight inch rain. The proposed recycle settling basin is
designed to discharge wastewater if a storm event producing more than eight inches of rain
occurs. The overflow would leave the first cell in the recycle system settling basin and
discharge to the ground on the facility where stormwater is collected for treatment in the State
Stormwater Pond.
The Division of Water Quality has not allowed discharges of wastewater to SA waters of the
State given the quality standards applicable to Class SA waters, therefore an NPDES permit for
the wastewater recycle system cannot be issued. On March 18, 2010, the president of S.T.
Wooten Corporation, their engineer, and consultants, met in the Wilmington Regional Office
with the Wilmington Regional Supervisor, Rick Shiver, and L The focus of this meeting was to
discuss the Division's position concerning a wastewater discharge from a recycle system to the
receiving stream and/or the State Stormwater facility. They were advised as follows;
C• DWQ's stormwater rules, as well as the pccific language in the stormwater permits,
clearly limit the use of engineered systemsWthe treatment of "stormwater runoff'.
• Water quality standards applicable to Mill Creek (Class SA Waters) prohibit the
Division's ability to approve an NPDES discharge for wastewater.
• DWQ did not object to a stormwater discharge from the proposed site and would support
the NPDES Permit (NCG140000) for stormwater discharges only.
• The proposed wastewater recycle system would not be permitted for discharge to surface
waters.
• A wastewater recycle system would need to be a non discharging system and would
require permitting through the Aquifer Protection Section (APS).

' z
Signa ire of Preparer Me
Water Quality Regional Supervisor Date
CC: WiRO DWQ NPDES files NCG140000 Onslow
WiRO DWQ Attn: Georgette Scott and Kelly Johnson
WiRO Marine Fisheries Attn: Anne Deaton
WiRO APS Attn: Charlie Stehman

DWQ USE ONLY
Date Received
F e Paid
Permit Number
0
sc)5," 3 9 Q
f 0OU 1 0
Applicable Rules: ❑ Coastal SW - 1995 ❑ Coastal SW - 2008 ❑ Ph R - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
L GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
S.T. Wooten Cora.Concrete Plant No. 21
2. Location of Project (street address)
City:Sneads Ferry County:Onslow Zip:28445
3. Directions to project (from nearest major intersection):
From intersection of Hwy 172 and Hwy 210, take Highway 172 East approximately 0.5 miles, property is
4. Latitude:34° 32' 50" N Longitude:77 27' 09" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ®Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density . ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control: _
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:NPDES Wastewater Permit applied for 3-29-10, Non -Discharge Permit
JUN 18 2010
Form SWU-101 Version 07July2009 Page I of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:S.T. Wooten Corporation
Signing Official & Title:George R. Strickland, Vice President
b.Contact information for person listed in item la above:
Street Address:3801 Black Creek Road
Mailing Address (if
City:
Phone: (252 ) 291-5165
State:NC Zip:27893
State: Zip:
Fax: (252 ) 243-0901
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
® Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization: Richard R Allen, Sr.
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:1839 Highway 172
City:Sneads Ferry State:NC Zip:28445
Mailing Address (if applicable):PO Box 53007
City:Fayetteville State:NC Zip:28303
Phone: ( ) Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:S.T. Wooten Corporation
Signing Official & Title:R. S. (Butch) Lawter, Senior Engineer
b.Contact information for person listed in item 3a above:
Mailing Address:3801 Black Creek Road
City:Wilson State:NC Zip:27893
Phone: (252 ) 291-5165
Email:[e-mail]
4. Local jurisdiction for building permits: Onslow County
Fax: (252 ) 243-0901
Point of Contact: Phone #: ( )
Form SWU-101 Version 07July2009 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will either be captured and treated in a wet pond designed for 90% TSS removal, or will
be treated and recycled on site through the non -discharge wastewater recycling system proposed in
item 10 below, DA 1 drains to the pond, DA 2 is the industrial recycled area, and DA3 is the untreated area.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Budding Permit Issued Date:
❑ Other: Date:
b.Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 4.404 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area4:4.404 acres
Total project area shall be calculated to exclude the following fire normal pool of imppounded structures, the area
between the banks of streams and rivers, the area below the Nornal High Water (NM line or Mean High Water
(MHIM line, and coastal wetlands landward from the NHW (or MHI) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 48.59 %
9. How many drainage areas does the project have73 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area _
Receiving Stream Name
Trib Mill Creek
Trib Mill Creek
Trib Mill Creek
Stream Class *
-C-
-E
-E
of m,it
Stream Index Number *
19-39-3-1
19-39-3-1
19-39-3-1
u R. %J Mite
Total Drainage Area (so
94,374
15,746
81,712
On -site Drainage Area (sf)
94,374
15,746
81,712
Off -site Drainage Area (sf)
0
0
1 0
Proposed Impervious Area** (so
65,755
15,746
11,702
% impervious Area** total
69.7%
100%
14.3%
Impervious" Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area _
On -site Buildings/Lots (so
700
0
0
On -site Streets (so
59,555
0
11,702
On -site Parking (so
1,700
0
0
On -site Sidewalks (so
250
0
0
Other on -site (so
1,050
15,746
0
Future (so
2,500
0
1 0
Off -site (sf)
0
0
0
Existing BUA*** (so
0
0
0
Total (so:
65,755
15,746
11,702
" Stream Class and Index Number can be determined at: http://h2o.enr.state.nc.us/buns1reportsftportsWB.htm1
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
)SAt\t�-I
Form SWU-101 Version 071uly2009 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. N/A - Bypassed
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
fiomlittp://h2o.enr.state.nc.us/su/bmp forms.htm.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://h2o.enr.state.nc.us/su/bmp forms.htm. The complete application
package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating
project on the interactive online map at http://h2o.enr.state.nc.us/su/msi_maps.htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from hqp://h2o.enr.state.nc.us/su/bmp forms.htm.
tial
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to Alt �e�q
Inttp://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
nn. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
A
Form SWU-101 Version 07Ju1y2009 Page 4 of6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
III]
III
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verfij the SHWT prior
to submittal, [phone].)
A copy of the most current property deed. Deed book: 868 Page No: 938
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 21-1.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.nc.us/Corl2orations/­CSearch.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http:/B12o.enr.state.nc.us/su/bml2 forms.htmlldeed restrictions. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Hunter C. Freeman, PE
Consulting Firm: Withers & Ravenel
Mailing AddressAll MacKenan Drive
Phone: (919 ) 469-3340
Email:[e-mail]
State:NC Zip:27519
Fax: (919 ) 467-6008
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) Richard R Allen. Sr. , certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Information, item la) George Strickland with (print or type name of organization listed in
Contact Information, item 1b) S.T. Wooten Corporation to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07July2009 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my
designated agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or
defaults on their lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater
permit reverts back to me, the property owner. As the property owner, it is my responsibility to notify DWQ
immediately and submit a completed Name/Ownership Change Form within 30 days; otherwise I will be
operating a stormwater treatment facility without a valid permit. I understand that the operation of a
stormwater treatment facility without a valid permit is a violation of NC General Statue 143-215.1 and may
result Q nate enforcement action including the assessment of civil penalties of up to $25,000 per day,
pursu C M-215.6.SignatN� C Date:�RRZ.O %0
I, �l 1 Ae M. J�P_OG_� G. J a Notary Public fortheState of .4=1 nn. County of
�MJO ! //nd . do hereby certify that �j c ket ✓tl e_ ALLen personally appeared
before me this2 day of _&12 1'! 1 P016 , and ackn edge the due execution of the application for
a stormwater permit. Witness my hand and official seal, ��/3!/x 40. 1 Alh '-J
P M S HFo;d
NOTARY
ND
SEAL
My commission expires A[bilember,
X. APPLICANT'S CERTIFICATION
1, (print or type name ofperson listed in Contact Information, item 2) d'e'..E I/GK 10.
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be cans
in conformance with the approved plans, that the required deed restrictions
and protective coven be recgfdef, and that the proposed project complies with the requirements of the
applicable stormw. nder A CAC 21-I.1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signature: Dater
I, I e n n/, 6 IA O 1 1 ci n d a Notary Public for the State of N CL County of
W I IS O h do hereby certify that A PUYQlQ R. S I V I C d Q n d personally appeared
before me this E day of A DYi 1 �D10 cknowledge the dueexecutionof the application for
a stormwater permit. Witness my hand and official seal, `I Mt
J2nnie F. ROl lam
Form SWU-101 Version 07Jul 2009
SEAL
My commission expires tAr un1j ID Q013
RECEIVIl
APR 14 2010
BY:
Page 6 of 6

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WITHERS & RAVENEL
ENGINEERS IPLANNERS ISURVEYORS
111 MacKenan Drive
CARY, NORTH CAROLINA, 27511
[phone]
FAX [phone]
TO: NCDWQ-Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
® Attached via
❑ Prints
❑ Change order
LETTER OF TRANS ITTAL
DATE 4/13/10
1 JOB NO. 2090399.00
ATTENTION Kelly Johnson
PHONE# [phone]
RE: S.T. Wooten Corporation
Sneads Ferry Concrete Plant
APR 14 2010
BY:
the following Items:
® Plans ❑ Samples ❑ Specifications
❑ Diskette ❑
COPIES
DATE
NO.
DESCRIPTION
2
4/13/10
Stormwater Management Permit Application package
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: Kelly,
Please find the attached stormwater management permit application package for your
review and subsequent approval. Let us know if you need further information to process
this request. Thank you.
COPY TO: Butch Lawter, PE, S.T. Wooten Corporation SIGNED: Dale Werenko, PE, CFM
ifenc%surer are not as noted, kindly notify as at once.

T. WoQtenIN, Une NCI 27894-2408
orpOrat1on 252-291-5165
FAX [phone]
JOB/SUB JOB NO,
CO.
I DIV.
I VENDOR
I REFERENCE
CHECK NO.
10
000
33141
379953
INVOICE NUMBER
INVOICE DATE
DESCRIPTION
GROSS AMOUNT
DISCOUNT
NET AMOUNT
PERMIT
04/07/10
STORMWATER PERMIT
505.00
505.00
rvE
APR 14 2010
DETACH AND RETAIN THIS STATEMENT
TOTALS
505.00
505.00
THE ATTACHED CHECK 15IN PAYMENT OF REMS DESCRIBED ABOVE
FORM NO. STVVC - 103

RAVCNIEL
ENGINEERS I PLANNERS I SURVEYORS
April 1, 2010
Ms. Linda Willis
NCDENR - Division of Water Quality
Storrnwater Permitting Unit
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: S.T. Wooten Corp. Concrete Plant No. 21
Sneads Ferry, Onslow County, North Carolina
NPDES NCG14000 NCI Application
W&R Project 02090399.00
Dear Ms. Wihis:
4,Pis '
e ZOJI,
Attached please find the application submittal package for the proposed project referenced above.
S.T. Wooten Corporation is requesting NPDES General Permit NCG140000 coverage for the
construction and operation of a ready -mix concrete production plant on this property. This
application package contains the following information in support of this request:
o Cover letter
o $100 application fee
o Completed and signed application
Copy of approved erosion control permit (approved January 20, 2010)
o Three (3) sets of design plans and calculations
0 USGS map identifying property location
If you have any additional questions, or need further data is need to support this application, please
contact me at [phone] or via email at dwcr2nko(!!&yiitL.ei-sia'veiiei.con'i.
Sincerely,
WITHERS & P.At7ErJF,; N'Jc.
ale Werenko, PE, CFM
Senior Project Manager
Cc: R.S. "Butch" Lawler, Jr. PE, S.T. Wooten Corporation
vi MacKenan Drive I Cary, North Carolina 27511 1 tel: [phone] fax: [phone] www.withersravenel.com
7040 Wrightsville Avenue, Suite ioi 1 Wilminw.ton, North Carolina 28403 1 tel : [phone] fax : [phone]
1027 Sabbath Home Road SW Supply, NC 28462 1 tel: [phone] fax: [phone]

Johnson, Kelly
From: Johnson, Kelly
Sent: Monday, March 29, 2010 8:34 AM
To: Pickle, Ken; Bennett, Bradley
Cc: Georgoulias, Bethany; Jones, Jennifer; Willis, Linda; Scott, Georgette
Subject: RE: Wooten Concrete Plant - Sneads Ferry
If they are going to take the whole site and drain it to the NPDES, then that sounds like the best solution to me. My
question is mainly about this pipe, circled in red. I am not sure what that is draining.
APR 14 2010

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From: Pickle, Ken — --- --- —--- - - -_— —_—_ --
Sent: Monday, March 29, 2010 8:29 AM
To: Johnson, Kelly; Bennett, Bradley
Cc: Georgoulias, Bethany; Jones, Jennifer; Willis, Linda; Scott, Georgette
Subject: RE: Wooten Concrete Plant - Sneads Ferry
Kelly,
See my comments inserted below. Do I understand the circumstances, and your perspective on this?
Ken
2

From: Johnson, Kelly
Sent: Monday, March 29, 2010 8:06 AM
To: Pickle, Ken; Bennett, Bradley
Cc: Georgoulias, Bethany; Jones, Jennifer; Willis, Linda
Subject: RE: Wooten Concrete Plant - Sneads Ferry
Ken & Bradley,
Georgette and I discussed this issue this morning and recommend the following two options:
1.) If they can separate a portion of the SW drainage area from the comingled SW and WW drainage area using a
physical barrier to prevent mixing, then we can issue a state stormwater permit for the SW area just as we
would in any normal circumstance.
KBP: So, as the layout appears to me on their emailed drawing, they are now proposing a way to eliminate WW from
going anywhere but into the recycle system. So, as I understand it, with this latest physical configuration they are
directing all WW into the recycle system, and there can be no question as to commingling. So, as most recently
submitted, does this arrangement meet your concern for segregation of WW and SW, with no commingling resulting? Or
is WIRO noting that some additional physical measures are required beyond those in this latest conceptual review
submittal? Have I read the drawings correctly?
2.) If they cannot separate a SW drainage area or if they cannot provide a physical barrier, then the entire site will
be covered under the NPDES permit.
KBP: Moot point? In this latest conceptual review they already have proposed segregation via grading elevations and
concrete drainage swales, right? Or is WIRO suggesting that some additional physical separation measures are
required?
KJ
From: Pickle, Ken
Sent: Friday, March 26, 2010 10:12 AM
To: Bennett, Bradley
Cc: Johnson, Kelly; Georgoulias, Bethany; Jones, Jennifer; Willis, Linda
Subject: RE: Wooten Concrete Plant - Sneads Ferry
Bradley,
I spoke with Dale late Thursday, and understand a little bit more about the ST Wooten conceptual layout presented to us
for a preliminary review.
The company will forego drum rinse -out at this facility, and will rinse out drums at another location. Consequently the
large concrete settling chambers will be receiving only the weak wastewaters from: aggregate irrigation (although with
no pH correction provisions, this aggregate irrigation may have an elevated pH meaning that it may be a 'weak'
wastewater wrt TSS, but perhaps not wrt pH), under the silos wash down, and cosmetic truck rinse -off.
According to Dale, this was the arrangement that was discussed conceptually with WIRO at a recent meeting that the
CO-SPU did not attend — recycle of the wastewater as truck rinse water, and no discharge of wastewaters under design
conditions. Effectively WIRO would not agree to permit the facility with any wastewater discharges into these SA PNA
waters. Considering the no -discharge under design conditions (25yr-24hr storm) provisions, and the semi -categorization
of wastewaters generated on site as 'weak' wastewater due to no drum rinse -out wastewaters, this is a fine resolution
of the permitting problems, it seems to me.

I have advised Dale that until I have conferred with Linda and Kelly, he has no official response from DWQ-SPU on his
request for our preliminary review wrt the NPDES permit -ability of this layout. I'll follow up with Kelly and Linda next
week and respond to Dale as to whether this conceptual layout would be permittable under NCG14 once fleshed out
and submitted to us.
Kelly, Linda - - Do I have the whole story from Dale? Any comments on my understanding of the facts, and on my
inclination to grant NCG14 coverage for the facility as most recently proposed?
Ken
From: Johnson, Kelly
Sent: Thursday, March 25, 2010 12:18 PM
To: Pickle, Ken
Subject: RE: Wooten Concrete Plant - Sneads Ferry
Linda is out until 3/29. 1 was out Tues/Wed, and will be out again tomorrow. So, I will look at this next week.
From: Pickle, Ken
Sent: Thursday, March 25, 2010 11:33 AM
To: Johnson, Kelly
Subject: FW: Wooten Concrete Plant - Sneads Ferry
From: Pickle, Ken
Sent: Thursday, March 25, 2010 11:10 AM
To: Bennett, Bradley
Cc: '[e-mail]'; Willis, Linda
Subject: RE: Wooten Concrete Plant - Sneads Ferry
Bradley,
I've gone over the two drawings and Dale's email. I've placed a call to Dale, and hope to hear back from him this week.
My preliminary understanding:
a) These two sheets show a nice tight layout that collects all our wastewater (I think), and directs them to a
concrete four -chamber recycle system and recycle pump configuration. Nice, tight design — in it's way it is the
best we've seen from anyone, so far.
b) Dale's email states that the system is designed for the 25yr-24hr storm, plus 1' freeboard without discharge. So,
he's stating that this is a non -discharge system, under design conditions.
c) Although topo lines were not supplied on these drawings, IIRC, roughly half the site stormwater is effectively
segregated from the wastewater generating areas, and is collected in the ditch to the west, conveyed by culvert
under the site access road; and discharged into the marshy low area at the south end of the site. The other half
of the site stormwater is also effectively segregated, and makes its way overland and south to the same
undeveloped low area to the south of the industrial activity.
d) As far as NPDES wastewater: This site is permittable under NCG14 as proposed (providing our subsequent
review of the numbers works out.) There is no commingling, and no discharge of wastewater under design
conditions.
e) As far as NPDES stormwater: This site is permittable under NCG14 as proposed.
f) As far as 2H .1000 stormwater: The plans don't show any of the features that Kelly would need, so I won't
comment on that. However, with the removal of wastewater from consideration, it looks like she can permit the

site if these guys will just do what she asks them to wrt a wet pond. (But the drawings I have don't show that
wet pond, yet.)
q) There area couple of fine points that I want to review verbally with Dale, but I think this would bean ok project
to permit under NCG14. (Kelly, Linda - -I want to make sure that I have not overlooked your previous objections
to this facility's previous proposal. Does this revised proposal address your concerns?)
kbp
From: Bennett, Bradley
Sent: Wednesday, March 24, 2010 4:34 PM
To: Pickle, Ken
Subject: FW: Wooten Concrete Plant - Sneads Ferry
Ken
FYI
Please take a look at this and let me know what is going on.
Thanks
BB
Bradley Bennett
Stormwater Permitting Unit
NC Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Phone: [phone]
Fax:[phone]
Email: [e-mail] (New Email Address)
Web: http://h2o.enr.state.nc.us/su/index.htm
Email correspondence to and from this address maybe subject to the North Carolina Public Records Law and maybe disclosed to thirdparbes.
From: Werenko, Dale[mailto:[e-mail]]
Sent: Wednesday, March 24, 2010 4:28 PM
To: Willis, Linda; Shiver, Rick
Cc: Johnson, Kelly; Bennett, Bradley; 'Butch Lawler'; Freeman, Hunter
Subject: Wooten Concrete Plant - Sneads Ferry
Rick/Linda,
Please find the attached pdf of the preliminary wastewater recycle system design for the proposed concrete production
plant in Sneads Ferry. This system is designed for 100% ww recycle, containing the 25 yr - 24 hr storm event with 1'
freeboard for the industrial operations. We have revised the site plan to centralize industrial operations and have created
a more efficient wastewater capture plan. Please review the preliminary design concept and confirm this will
be permittable through your department so we can proceed with final plans and permit application package. We are
fedexing hard copies of this plan to your office as well. Feel free to contact us with any questions you have.
Thanks again for your assistance,
Dale

DALE WERENKO. PE, CFM
WITHERS Chi" RAVENEL
is 1 Ma[Kenan Drive I Cary, North Carolina 275u
to l: yt7.567414o r Lax: ytg.g67.6ou8
df rem: 919.5355+71
mm.with ersravenel.com
NOTICE Oi CONnDENTIALITY AND NONDISCLOSURE
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If cleamnic me55agu, ell a ttac fit mrts thereto, unit a I documcm is relerred to the rein. rIiis eluelrunlc me 5wge, any ultaEli ment5
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pu Fly.

Johnson, Kelly
From:
Johnson, Kelly
Sent:
Monday, March 29, 2010 8:06 AM
To:
Pickle, Ken; Bennett, Bradley
Cc:
Georgoulias, Bethany; Jones, Jennifer; Willis, Linda
Subject:
RE: Wooten Concrete Plant - Sneads Ferry
Ken & Bradley,
Georgette and I discussed this issue this morning and recommend the following two options:
1.) If they can separate a portion of the SW drainage area from the comingled SW and WW drainage area using a
physical barrier to prevent mixing, then we can issue a state stormwater permit for the SW area just as we
would in any normal circumstance.
2.) If they cannot separate a SW drainage area or if they cannot provide a physical barrier, then the entire site will
be covered under the NPDES permit.
KJ
From: Pickle, Ken
Sent: Friday, March 26, 2010 10:12 AM
To: Bennett, Bradley
Cc: Johnson, Kelly; Georgoulias, Bethany; Jones, Jennifer; Willis, Linda
Subject: RE: Wooten Concrete Plant - Sneads Ferry
Bradley,
I spoke with Dale late Thursday, and understand a little bit more about the ST Wooten conceptual layout presented to us
for a preliminary review.
The company will forego drum rinse -out at this facility, and will rinse out drums at another location. Consequently the
large concrete settling chambers will be receiving only the weak wastewaters from: aggregate irrigation (although with
no pH correction provisions, this aggregate irrigation may have an elevated pH meaning that it may be a 'weak'
wastewater wrt TSS, but perhaps not wrt pH), under the silos wash down, and cosmetic truck rinse -off.
According to Dale, this was the arrangement that was discussed conceptually with WIRO at a recent meeting that the
'CO-SPU did not attend — recycle of the wastewater as truck rinse water, and no discharge of wastewaters under design
conditions. Effectively WIRO would not agree to permit the facility with any wastewater discharges into these SA PNA
waters. Considering the no -discharge under design conditions (25yr-24hr storm) provisions, and the semi -categorization
of wastewaters generated on site as 'weak' wastewater due to no drum rinse -out wastewaters, this is a fine resolution
of the permitting problems, it seems to me.
I have advised Dale that until I have conferred with Linda and Kelly, he has no official response from DWQ-SPU on his
request for our preliminary review wrt the NPDES permit -ability of this layout. I'll follow up with Kelly and Linda next
week and respond to Dale as to whether this conceptual layout would be permittable under NCG14 once fleshed out
and submitted to us.
Kelly, Linda -- Do I have the whole story from Dale? Any comments on my understanding of the facts, and on my
inclination to grant NCG14 coverage for the facility as most recently proposed?
Ken

From: Johnson, Kelly
Sent: Thursday, March 25, 2010 12:18 PM
To: Pickle, Ken
Subject: RE: Wooten Concrete Plant - Sneads Ferry
Linda is out until 3/29. 1 was out Tues/Wed, and will be out again tomorrow. So, I will look at this next week.
From: Pickle, Ken
Sent: Thursday, March 25, 2010 11:33 AM
To: Johnson, Kelly
Subject: FW: Wooten Concrete Plant - Sneads Ferry
From: Pickle, Ken
Sent: Thursday, March 25, 2010 11:10 AM
To: Bennett, Bradley
Cc: '[e-mail]'; Willis, Linda
Subject: RE: Wooten Concrete Plant - Sneads Ferry
Bradley,
I've gone over the two drawings and Dale's email. I've placed a call to Dale, and hope to hear back from him this week.
My preliminary understanding:
a) These two sheets show a nice tight layout that collects all our wastewater (I think), and directs them to a
concrete four -chamber recycle system and recycle pump configuration. Nice, tight design — in it's way it is the
best we've seen from anyone, so far.
b) Dale's email states that the system is designed for the 25yr-24hr storm, plus 1' freeboard without discharge. So,
he's stating that this is a non -discharge system, under design conditions.
c) Although topo lines were not supplied on these drawings, IIRC, roughly half the site stormwater is effectively
segregated from the wastewater generating areas, and is collected in the ditch to the west, conveyed by culvert
under the site access road, and discharged into the marshy low area at the south end of the site. The other half
of the site stormwater is also effectively segregated, and makes its way overland and south to the same
undeveloped low area to the south of the industrial activity.
d) As far as NPDES wastewater: This site is permittable under NCG14 as proposed (providing our subsequent
review of the numbers works out.) There is no commingling, and no discharge of wastewater under design
conditions.
e) As far as NPDES stormwater: This site is permittable under NCG14 as proposed.
f) As far as 2H .1000 stormwater: The plans don't show any of the features that Kelly would need, so I won't
comment on that. However, with the removal of wastewater from consideration, it looks like she can permit the
site if these guys will just do what she asks them to wrt a wet pond. (But the drawings I have don't show that
wet pond, yet.)
g) There are a couple of fine points that I want to review verbally with Dale, but I think this would be an ok project
to permit under NCG14. (Kelly, Linda - - I want to make sure that I have not overlooked your previous objections
to this facility's previous proposal. Does this revised proposal address your concerns?)
kbp

From: Bennett, Bradley
Sent: Wednesday, March 24, 2010 4:34 PM
To: Pickle, Ken
Subject: FW: Wooten Concrete Plant - Sneads Ferry
Ken
FYI
Please take a look at this and let me know what is going on.
Thanks
BB
Bradley Bennett
Stormwater Permitting Unit
NC Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Phone: [phone]
Fax:[phone]
Email: brad [e-mail] (New Email Address)
Web: http://h2o.enr.state.nc.us/su/index.htm
Email correspondence to and from this address maybe subject to the North Carolina Public Records taw and maybe disdosed to third parties.
From: Werenko, Dale(mailto:[e-mail]]
Sent: Wednesday, March 24, 2010 4:28 PM
To: Willis, Linda; Shiver, Rick
Cc: Johnson, Kelly; Bennett, Bradley; 'Butch Lawter'; Freeman, Hunter
Subject: Wooten Concrete Plant - Sneads Ferry
Rick/Linda,
Please find the attached pdf of the preliminary wastewater recycle system design for the proposed concrete production
plant in Sneads Ferry. This system is designed for 100% ww recycle, containing the 25 yr - 24 hr storm event with 1'
freeboard for the industrial operations. We have revised the site plan to centralize industrial operations and have created
a more efficient wastewater capture plan. Please review the preliminary design concept and confirm this will
be permittable through your department so we can proceed with final plans and permit application package. We are
fedexing hard copies of this plan to your office as well. Feel free to contact us with any questions you have.
Thanks again for your assistance,
Dale
DALE WERENKO. PE, CFM
WITHERS 6RAVENEL
u 1 Macxenan Drive I Cary, North Carolina 175ti
to I: 919.4693340 r tax: W9.46760u8
direct: 919.535.5171
m imfthersravenel.com
NOTICE 0 F CONROENTIA[ITY AND NONDISCLOSURE
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AMADivision of Water Quality / Surface Water Protection
NC®ENR National Pollutant Discharge Elimination System
Fr ✓/kx:ul�, uln N4R!!y. gF!q,.tceN
NCG140000
NOTICE OF INTENT
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 Ready Mixed Concrete
For new plant sites that will discharge or recycle process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to Construct (ATC) wastewater
treatment facilities. ATC requests must be submitted at least 90 days prior to construction'.
For existing plant sites discharging or recycling process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to continue to operate wastewater
treatment facilities in place. Construction, modification, or installation of any new treatment components
at an existing site requires an ATC.
Treatment facilities used to treat or recycle process wastewater (including stormwater BMP structures
treating process wastewater flows commingled with stormwater) require an ATC prior to construction
per 15A NCAC 2H .0138. The authorization to construct or continue to operate will be issued at the
same time as the Certificate of Coverage (COC) for the NCG14 permit. Design of treatment facilities
must comply with requirements of 15A NCAC 2H .0138 & .0139.
Construction of wastewater treatment facilities (this includes recycle systems) at new or existing plant
sites requires submission of three (3) sets of plans and specifications signed and sealed by a
Professional Engineer (P.E.) or qualified staff' along with this application. A copy of the design
calculations should be included. Please see questions 14 & 15.
For questions, please contact the DWO Regional Office for your area (Seepage 5)
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Name < —I— /P l.ri.nva•P e r /7 ,rA 0p
Street Address 3301 &- tC r ,-tc h
City I-AJ t t.StnAj State 81C _ ZIP Code
Telephone No. 2,T ._%T/ - 5165 Fax: ZSZ Z 3
2) Locaaticn of tadihy Producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
'As per 15A NCAC 21-1.0106 Page 1 of 5
'Unless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are qualified to
perform such work for their respective companies in accordance with General Statutes, 89C.25 (7), plans and specifications must be signed
and sealed by a P.E.
SWU-229-071408 Last revised 7114/08

NCG140000 M.O.I.
3) Physical location information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). 1'� %try) S WEST OF Nt' 14W
LIO AAIA Mr Lfie %L, 1 i% .. 11 .
(A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this application.)
e a
4) Latitude3I 31 r IS56" Longitude - 26 `I L"If rr(deg, min, sec) (aUAD 86
5) This NPDES Permit Application applies to which of the following:
New or Proposed Facility Date operation is to begin 5 e P+e4s'16 Z ®� C�
❑ Existing
6) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Coder 2 -7 3
7) Provide a brief description of the types of industrial activities and products produced at this facility:
(Include a site diagram showing the process areas present at this facility.)
—PRO u e.T ew r � 94DI—�i� [6AAc� F ,neat 01, �rc bp, S r �C
8) Discharge points / Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater and/or wastewater from the
property? i (SJ_ /cr 9-rE0
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormw ter
and/or wastewater discharges end up in? VA#1V4MG0 7 a I3yT y 'P /d?/i4 C���s°e �S'To49d
If the site stormwater discharges to a separate storm sewer system, n me the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer). 11/ it
Receiving water classification (if known): j
Note: Discharge of process wastewater to receiving waters classified as WS-11 to WS.V or SA must
be approved by the N.C. Dept. of Environmental Health. If DEH 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 ®RW.
9) Does this facility have any other NPDES permits?
KNo
❑ Yes
If yes, list the permit numbers for all current NPDES permiis for this facility:
10) Does this facility have any Non -Discharge permits (ex: recycle permits)?
n A
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
11) Does this facility employ any best management practices for stormwater control?
v
❑ No
,X Yes
If yes, please briefly describe:
M
Page 2 of 5
S W U-229-071408 Last revised 7/14/2008

NCG140000 N.O.J.
12) Does this facility have a Stormwater Pollution Prevention Plan?
XNo
❑ Yes r�
If yes, when was it implemented? t U PF r�7 W o u- 86 6>40461fo 84 56 PT¢
13) Are vehicle maintenance activities occurring or planned at this facility? 'Ln to
XNo
❑ Yes
Wastewater Treatment Design Information
gEX
14) Are discharges occurring or planned from any of the following process wastewater generating activities?
Vehicle and equipment cleaning (XYes ❑ No
Wetting of raw material stockpiles XYes ❑ No
Mixing drum cleaning � Yes ❑ No
If yes to any of the above, please describe the type of process used to treat and/or recycle the process
wastewater.
For a sufficient application, you must provide design specifics (e.g., design volume, retention time, surface
area, etc.) and calculations to demonstrate compliance with permit effluent limits (pH - 6-9 SU, Total
Suspended Solids (TSS) - 30 mg/I, and Settleable Solids (SS) - 5 ml/I.) [Use separate sheet(s)].
If all these discharges are recycled, please refer to Question 15,
For plants that recvcie and/or discharge Process wastewater:
When applying for this permit, you are also applying for an authorization to construct (new
treatment facilities) or authorization to continue to operate (existing treatment facilities) as
part of the NO]. For new sitesyou must submit three (3) sets of design plans and
specifications with this application and provide supporting calculations that predict
compliance of final discharge with permit limits. For existing sites, applicants should submit
three (3) sets of plans and specs for facilities as -built and provide as many design details as
possible, or submit a detailed diagram of treatment systems in place that includes information
such as tank volumes, dimensions, retention time, piping, settling basin details, etc.
Please note: If new treatment systems are Planned for an existing site an ATC will be required
prior to construction of those facilities. Plans/specs/calculations prepared by a P.E. and the
request for an ATC may be submitted with this NOI, or separately at a later date. DWO may
request the status of your plans for requesting an ATC upon issuance of the COC.
15) Does the facility use or plan to use a recycle system?
❑ No
Yes
If yes, 'uvhat Size Sturm evert is ii ie J sieri i deBl ned t0 hind before oveiiiowin % lur exam -ie, 'i U- i, 24-nr y g g r i- Nv i
7-S year, 24-hr rainfall event
For a recycle system (regardless of when it overflows), please provide plans, calculations, and design
specifics (e.g., throughput assumptions/water balance, design volume, retention time, surface area, 9mount of
freeboard in design storm event, etc.). [Use separate sheet(s)]. SEE47"rACkEb PUkS jCA&)4A170AP
- For a sufficient application, the information must demonstrate compliance of final discharge with permit
effluent limits (pH - 6-9 SU, Total Suspended Solids (TSS) - 30 mg/l, and Settleable Solids (SS) - 5 ml/1), or
must demonstrate that the recycle system has sufficient capacity to contain runoff from a 25-year, 24-hi
rainfall event plus one foot of freeboard under design operating conditions.
Page 3 of 5
SWU-229-071408 Last revised 7/14/2008

NCG140000 N.O.I.
16) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
X No ❑ Yes If so, include information to demonstrate protection from flooding. (Minimum design
requirements for treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
17) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
XNo
❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
A No
❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
A No
❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored: _
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor:
Vendor address:
18) Certification:
Borth Carolina General Statute 143-215.6 B(i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other
document tiled 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
(Environmental 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 ihis permii
will constitute the permit requirements for the discharge(s) and is enforceable in the same manna 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:"-
t !
(Daiie Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Page 4 of 5
SWU-229-071408 Last revised 7/14/2008

NCG140000 N.O.B.
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 (including design details and calculations for
treatment systems),
If an Erosion & Sedimentation Control (E&SC) Plan is required from Division of Land Resources (DLR)
1 or local designee: documentation verifying applicant has developed and submitted that Plan to the governing
agency (required per 15A NCAC 02H .0138).
For new sites (or sites that will install new treatment facilities): Three (3) copies of plans and
1 specifications for wastewater treatment facilities (including recycle systems), signed and sealed by a
Professional Engineer or qualified staff meeting requirements of G.S. 89C-25 (7).
p ❑ For existing sites: three (3) copies of plans and specifications for wastewater treatment facilities (including
recycle systems) as built, stamped and sealed by a Professional Engineer, or (only if plans not available) a
detailed diagram of treatment systems in place that includes information such as tank volumes, dimensions,
retention time, piping, settling basin details, etc.
A site map showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) stormwater/wastewater treatment structures, (c) location of
stormwater/wastewater outfalls (corresponding to which drainage areas), (d) runoff conveyance structures,
(e) areas where materials are stored, (f) impervious areas, and (g) site property lines.
A county map or USGS quad sheet with location of facility clearly marked.
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 .........(919)
807-6300
Page 5 of 5
S W U-229-071408 Last revised 7/1412008

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ENGINEERS I PLANNERS 1 SURVEYORS USGS QUAD SHEET /
III NnKenan O ,, Cary, Ibrlll Carolina 27511 tel: [phone] nm,.nitnar9revenel, Com License No. C-0032 CM MAD CAI MIM T/ Illl\Ifl lln l 1.1. ^1., rnl u,T`i ua�n�� � n •n�uu ♦� I

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE Beverly Eaves Perdue, Governor
Director and State Geologist Dee Freeman, Secretary
January 20, 2010
LETTER OF APPROVAL WITH MODIFICATIONS AND PERFORMANCE
RESERVATIONS
S.T. Wooten Corporation
ATTN: Richard B. Vick
3801 Black Creek Road
Wilson, NC 27894
RE: Project Name: S. T. Wooten Concrete Plant - Sneads Ferry
Project ID: ONSLO-2010-066 Acmes Approved: 3.40
County: Onslow, HWY 172, Stump Sound
River Basin: White Oak
Submitted By: Dale Werenko, PE, CFM, Withers & Ravenel
Date Received by LQS: 12/23/2010
Plan Type: New
Dear Mr. Vick:
"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 of the modifications
and reservations is attached. 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. Should the plan not perform adequately, a revised plan will be required (G.S. 113A-54.1)(b).
Please be advised that Title 15A NCAC 413 .0118(a) requires that a copy of the approved erosion
control plan be on file at the job site. Also, you should consider this letter to give the Notice
required by G.S. 113A-61.1(a) of our right of periodic inspection to insure compliance with the
approved plan.
North Carolina's Sedimentation Pollution Control Program is performance -oriented, requiring
protection of existing natural resources and adjoining properties. If, following the commencement
Of this project, it is determined that the erosion and sedimentation control plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General
Statute 113A-51 thru 66), this office may require revisions to die plan and implementation of the
revisions to
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone:[phone] / Fax [phone]

Letter of Approval with Modifications and Performance Reservations
Project: S. T. Wooten Concrete Plant - Sneads Ferry
January 20, 2010
Page 2 of 4
einsure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State
water quality laws, regulations, and rules. In addition, local city or county ordinances or rules may
also apply to this land -disturbing activity. This approval does not supersede any other permit or
approval.
Please be aware that your project will be covered by the enclosed NPDES General Stormwater
Permit NCGO10000 (Construction Activities). You should first become familiar with all of the
requirements for compliance with the enclosed general permit.
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 amended
form if there is any change in the information included on the form. In addition, it would be helpful
if 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
Assistant Regional Engineer
Land Quality Section
Enclosures: Certificate of Approval
Modifications and Performance Reservations
NPDES Permit
cc: hale Vv erenku, FE, C.F1V1, Jv iiirefs & Ruvetrei

Letter of Approval with Modifications and Performance Reservations
Project: S. T. Wooten Concrete Plant - Sncads Ferry
January 20, 2010
Page 3 of 4
MODIFICATIONS AND PERFORMANCE RESERVATIONS
Project Name: S. T. Wooten Concrete Plant - Sneads .Ferry
Project ID: ONSLO-2010-066
County: Onslow
1. This plan approval shall expire December 31, 2013, if no land disturbing activity has been
undertaken, as is required by Title 15A NCAC 4B.0029.
2. The developer is responsible 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 slop 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.
4. The developer is responsible for obtaining any and all permits and approvals necessary for the
development of this project prior to the commencement of this land disturbing activity. This could
include agencies such as the Division of Water Quality's slormwater regulations, their enforcement
requirements within Section 401 of the Clean Water Act, the U.S. Army Corps of Engineers6
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 Municipalities6 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 highland would still have to be
in compliance with the N.C. Sedimentation Pollution Control Act.
5. 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.

Letter of Approval with Modifications and Performance Reservations
Project S..1'. Wooten Concrete Plant - Sneads Ferry
January 20, 2010
Page 4 of 4
6. Any borrow material brought onto this site must be from a legally operated mine or other approved
source. A single use borrow site or an area to waste material is only permissible if it is operated under
the total control of the Financially Responsible person or firm who is developing this site and has been
separately permitted and incorporated as part of this plan meeting all the requirements of NC General
Statue 74-49(7)f.
7. This permit allows for a land disturbance, as called for on the application plan, not to exceed —
3.4
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.
8: The construction detail for the proposed silt fence requires reinforcing wire and steel posts a
maximum of eight (8) feet apart. Omission of the reinforcing wire is a construction change that
necessitates more posts for support, i.e., the spacing distance needs to be reduced to no greater than
six (6) feel apart.
9. Because the sediment basins are shown on the plan as the primary sedimentation and erosion
control devices on this project, it is necessary that the basins and it's collection system 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 basins are fully functioning.
10. 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.
11. The North Carolina Sedimentation Pollution Control Act mandates a shortened time frame in which to
re-establish vegetative groundcover. Slopes (including cuts, fills, and ditch banks) left exposed will,
within 21 calendar days after completion of any phase of grading, be planted or otherwise provided with
groundcover sufficient to permanently restrain erosion.

DIVISION OF WATER QUALITY
INFILTRATION SYSTEM INVESTIGATION
Scheduled Site Visit Date and Time ./a 000C 1()"QP/4M
Project Name:5.7, W p(95!fit/ County: (2�
Street Address: N, C. ffwi / S! Frfoo-S FfiP�y
Directions from the nearest intersection of two major roads:
fkayA kAZrF,kSr'ctemn) Or- AeCd/b 1' .Uc-19) Go nnci
Wl s:3tA ON nr c /9a -- .S rr fy'v 2r& *�i
>1 acre being disturbed? YES NO CAMA Major required? YES NO
Consultant Name:I-
L Phone:0' / saa (M /
Consultant Firm Name:OL OWgn/ V A.S.Sdc zwc 7/0 9g 3-k?W.3Cw)
Bore Number
1
2
3
4
5
6
7
a Existing Ground Elevation
b Proposed Bottom Elevation
c Subtract a — b
d Add 2 ft. Min. Bore Depth)
e Soil Type
Infiltration Rate OK?
Actual Elev. Of SHWT
`Iz
h Max. lowest bottom elev.
r
Required Attachments:
1. Legible vicinity map & written directions to the project.
2. Compete Soils Report.
3. Map of the site with the boring locations to be tested.
All proposed infiltration areas and existing, active utility lines located within the proposed
basin/trench must be marked and flagged. If these areas are not flagged, the Soils Scientist
reserves the right to decline to do the investigation. If the proposed infiltration system will be
located in an area of existing pavement and there is no open area nearby, equipment capable of
breaking through the impervious layer must be provided. The soils investigation does not take
the place of a soils report prepared by an appropriate professional. The Soils Scientist will only
verify the soil conditions that are reported in the Soils Report, and make a determination as to
the suitability of the site to meet the infiltration design requirements under NCAC 21-1.1000, and
assumes no liability should the system fail.
S:\WQS\STORMWATER\FORMS\infiltration site visit.for

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SL) I CAD
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REVISED 11/18/09
anti
• ST WOOTEN CONCRETE PLANT
wilrWRS & FNVEMEL
NCHWYM-SNEADSFHtRY SITE PLAN ............

Lewis, Vincent
From: Hal Owen & Associates, Inc. [[e-mail]]
Sent: Friday, December 04, 2009 1:36 PM
To: Lewis, Vincent
Subject: Re: FW: New Form
Attachments: DWQ-Infiltration Site investigation.jpg; Soil Report pg1_27oct09.jpg; Soil Report pg2_
27oct09.jpg; Wooten-SHWT Locations to survey[1].pdf; Wooten -site map.jpg
I look forward to meeting with you on December 10, 2009, at the ST Wooten site in Sneads
Ferry. The following information has been attached for your use.
1- Completed DWQ "Infiltration System Investigation" form
2- Site map
3- Locations of SHWT borings desired by engineer
4- copy of my initial soil report dated October 27, 2009 (2 pgs)
Feel free to contact me if you should need any additional information
910-890-1522.
Hal Owen
Hal Owen & Associates, Inc.
PO Box 400, Lillington NC 27546
PHONE [phone], FAX [phone]
www.halowensoil.com
My mobile number is
1

SOSID: 0164800
Date F)IcJ: 6/1/2009 2:36:00 PM
CO-479 (42) Business Corporation North Carolina An Elaine F. Marshall
10.28-08 ~ North Carolina Secretary of State
This report may be filed online at the Secretary of Slate website: M".eoi 2009 169 01249
Name of Boa. Corporation: S.T. WOOTEN CORPORATION
Fiscal Year Ending: 12 31 08 State of Incorporallon: NC
Month I Day / Year
Secretary of State ID Number. 0164 8 O 0
❑I hereby certify that the Informafion requested below (required by NCGS 55-1&22) has not changed since the mast recently riled annual
report and Is therefore complete.
Nature of Business: CONSTRUCTION, HIGHWAY & SITE PREPARATION
Registered Agent: SETH T. WOOTEN, JR
Registered Office Mailing Address: P 0 BOX 2408
County: WILSON City: WILSON State: NC zip Code: 27894-2408
Registered Office Street Address: 3801 BLACK CREEK ROAD
County: WILSON City: WILSON State: NC Zip Code: 27893
Signature of New Registered Agent:
(Signature constitute& consent to the appointment)
Principal Office Telephone Number. 2 5 2 — 2 91— 516 5
Principal Office Mailing Address: P O BOX 2408
City: WILSON State: NC zip Code:27894-2408
Principal Office Street Address: 3801 BLACK CREEK ROAD
City: WILSON State: NC zip Code: 27893
Name, Title, and Business Address of Principal Officers:
Name: SETH T. WOOTEN, JR Title: PRESIDENT
Address: 4940 SCOTCH HIGHLANDS LN
City: WILSON state: NC zip: 27896
Name: NANCY W. HAMMOCK Tite: VICE PRESIDENT
Address: 3001 FARMINGTON PLACE
City: WILSON State: NC zip: 27896
Name: KEITH H. MERRICK Title: VICE PRESIDENT
Address: 1213 WAVERLY ROAD
City: WILSON State: NC Zip: 27896
of annual report (Must,lse completed by all Business Corpors0ons).
ISignature (Form must be signed by an office, of corporation)
OUGLAS W. GODWIN
Type or Print Name
'Idl 6 1 0 �
Date
CONTROLLER
Title

w
CD479A
(42) Attachment
for Additional
Place this form directly
7-01
Principal Officers
behind Form CDA79.
Name of Corporation: S.T. WOOTEN CORPORATION
Prtvacy Redaction
Name:
GEORGE R. STRICKLAND
Title:
VICE
PRESIDENT
Address:
P 0 BOX 305
City:
PINE LEVEL
State:
NC
zip: 27568
Name:
RICHARD E. VICK
Title:
VICE
PRESIDENT
Address:
7451 WOODBRIDGE ROAD
City:
STANTONSBURG
state:
NC
zip: 27883
Name:
DOUGLAS W. GODWIN
Title:
SECRETARY
Address:
5357 ERNEST ROAD
City:
WILSON
State:
NC
zip: 27893
Name:
BRIAN F. GURGANUS
Title:
VICE
PRESIDENT
Address:
102 WINDSWEPT LANE
City:
CARY
State:
NC
Zip: 27511
Name:
GREGORY N. NELSON
Title:
VICE
PRESIDENT
Address:
155 BENNETT PLACE
City:
CLAYTON
State:
NC
zip: 27520
Name:
JONATHAN K. BIVENS
Title:
VICE
PRESIDENT
Address:
333 S. MAIN STREET
City:
WAKE FOREST
State:
NC
zip: 27587
Name:
WILLIAM R. DAWSON
Title:
SECRETARY
Address:
403 GRAIL PLACE
City:
GARNER
Slate:
NC
zip: 27529
Name:
HENRY D. BUTTS, JR
Title:
VICE
PRESIDENT
Address:
3521 WHETSTONE PLACE
City:
WILSON
State:
NC
zip: 27896
Name:
EDITH 11. EDMONDSON
Title:
SECRETARY
Address:
8169 GLOVER ROAD
City:
FOUNTAIN
State:
NC
zip: 27829
Name:
Title:
Address:
City:
State:
Zip:
Name:
Title:
Address:
City:
State:
Zip:
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A
Average Depth Calculator - BMP 1
This Calculator will determine the average depth of a pond or
wetland.'
Input
Output
Normal Pool Elevation
36
8
Top of Shelf
36.5
ft
Bottom of Shelf
35.5
ft
Normal Pool Surface
12216
st
Area at Bottom of Shelf
Area at Top of Shelf
15022
sf
Pond Forebay
Area at Bottom of Shelf
9704
sf
7622 2082
Area Bottom of Pond
2961
sf
Main Pond
Forebay
Elevation Depth
Area
Incr. Volume
Elevation
Depth
36 0
9956
-
36
0
35 0
9956
0
35
0
35 1
6961
8458.5
35
1
34 2
5692
6326.5
34
2
33 3
4495
5093.5
33
3
32 4
3371
3933
31.5 4.5
2861
1558
Depth = - ft
Average Depth Calculations
Option 1 = 2.52 ft
Option 2 = 3.04 ft
Pond Design Average Depth =
Average Depth Calculation you should use:
(Bottom of shelf to sediment)
3 ft (minimum T)
Note Average Depth must be greater than or equal to
average depth used to size surface area of pond
Total Volume
Area
Incr. Volume
cf
2261
2260
-
0
1971
2115 5
10574
1586
1778.5
18679
1436
1511
25283.5
29216.5
30774 5

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HAL OWEN & ASSOCIATES, INC.
1. Site map indicating location of observation points
tNW
I appreciate the opportunity to provide this service and trust that you will feel free to call
on me again in the future. If you have any questions or need additional information, please
contact me at your convenience.
Sincerely,
JwAllier-1—
Hal Owen
Licensed Soil Scientist
CC: Butch Lawter
Soil Science Investigations • Wetland Delineations, Permitting, and Consulting

Hydrologic Soil Group—Onslow County, North Carolina
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I JSDA Natural Resources Web Soil Survey 4/8/2010
Conservation Service National Cooperative Soil Survey Page 1 of 3

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Approx. Site
Location
Sensitivity Map Label
USGS & NRCS Label
Approx. Stream
Call Location
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Hwy210
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DIVISION OF WATER QUALITY
ENVIRONMENTAL SENSITIVITY MAP 2007
ONSLOW COUNTY, NORTH CAROLINA
•
•
•
•
•
legend
County boundary
'Forked County Boundary
State Boundary
Hydrography
-- River Basin Boundary
Class B or SE Waters
-- Trout Waters IDWOI
Class B Trout Waters
"— Pnwer Transmission line
Railroad
Airport/landing Strip
Primary Highway
Road or Street
Ambient Monitoring Site
Animal Operation Pe mrt
NPDES Wastewater Site (Minor)
• NPDES Wastewater Site (Major)
• Surface Water Intake
C lnkerStreami5ound
Water Supply Watersheo
Water Supply Watershed
Critical Area
(Shading of entire watershed
denotes WS-1 Classification)
t� Municipality
C High Quality Water Zone --
HQW, WS-I, WS-11, and SA
Waters
Outstanding Resource Water
Zone
Special Management Strategy
Area
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an •
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SOIL SURVEY OF ONSLOW COUNTY, NORTH CAROLINA - SHEET1, I
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1 0.5 0 1 2 NI
SCALE 1:24 000

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UNITED STATES UNITED STATES SNEADS FERRY QUADRANGLE �t,��J2�
NORTH CAROLINA—ONSLOVV CO. by
`LSQZF DEPARTMENT OF THE INTERIOR DEPARTMENT OF COMMERCE 7.5 MINUTE SERIES (TOPOGRAPHIC) QeyQ
Gy GEOLOGICAL SURVEY COAST AND GEODETIC SURVEY SWf4 NEW RIVER 15' QUADRANGLE iG
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E\ Mapped b the U. S. Coast and Geodetic Survey USC&GS T-9398
c, PP Y Y SCALE t:24000
LAQx�E Edited and published by the Geological Survey * 0 t MILE ROAD CLASSIFICATION
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Control by USC&GS (C), USCE (E), and USMC (M) , -
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1 1000 0 tow 20M 3000 4000 Sow 6000 7000 FEET Vy Light -duty. ...®_.
Unimproved dirt=_�____ Culture and drainage in part compiled from aerial I
Medium -duty �
photographs taken 1949 and 1952. Topography by M Ls ' 1•23 t s o 1 KILOMETER �'•'�
plane -table surveys 1950 and 1952- Field check 1952 if 25MILs V U. S. Route O State Route
Hydrography from surveys dated 1927 and 1933 �! CONTOUR INTERVAL 5 FEET
Polyconic projection. NATIONAL GEODETIC VERTICAL DATUM OF 1929 N.0 1927 North American datum DEPTH CURVES AND SOUNDINGS IN FEET -DATUM IS MEAN LOW WATER SNEADS FERRY, N. C.
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10,000-foot rid based on North Carolina coordinate UTM GRID AND 1971 MAGNETIC NORTH
g DECLINATION AT CENTER OF SHEET SHORELINE SHOWN REPRESENTS THE APPROXIMATE LINE OF MEAN HIGH WATER SWj4 NEW RIVER IV QUADRANGLE
System THE MEAN RANGE OF TIDE IS 3 FEET QUADRANGLE LOCATION 34077-E4-TF-024
Unchecked elevations are shown in brown Map phot0inspected 1988 The difference between 1927 North American Datum and North PHOTOINSPECTED 1988
No major culture or drainage changes observed THIS MAP COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS 1952
1000-meter Universal Transverse Mercator grid ticks, FOR SALE BY U. S. GEOLOGICAL SURVEY American Datum of 1983 (NAD 83) for 7.5-minute intersections PHOTOREVISED 1971
zone 18, shown in blue DENVER, COLORADO 80225, OR RESTON, VIRGINIA 22092 is given in USGS Bulletin, 1875- The NAD 83 is shown by DMA 5553 IR SW -SERIES V842
Revisions shown in purple compiled by the Geological Survey from
A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST dashed corner ticks
aerial photographs taken 1971. This information not field checked