SW7101110_HISTORICAL FILE_20210415

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
sw_Z �/�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
%HISTORICAL FILE
(❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE(%���
YYYYMMDD

W aSw
ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
April 15, 2021
Mount Olive Pickle Company, Inc
Attention: Mr. William H. Bryan, Chairman
P.O. Box 609
Mount Olive, NC 28365
Subject: NPDES Phase II Stormwater Permit Renewal
Stormwater Management Permit SW7101110
Mount Olive Pickle Co. Distribution Center Warehouse
Dear Mr. Bryan: Wayne County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7101110 for a stormwater treatment system consisting of a wet
detention pond to serve the Distribution Center Warehouse located at 1301 North
Center Street, Mount Olive, NC expires on December 31, 2021. This is a reminder that
Permit renewal applications are due 180 days prior to expiration. We do not have a
record of receiving a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
Permit renewal. Permit application forms for renewal can be found on our website at:
https://deq.nc.gov/about/divisions/energy-mineral-and-land-
resources/stormwater/stormwater-prograin/post-construction-2 North Carolina General
Statutes and the Coastal Stormwater rules require that this property be covered under a
stormwater permit.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application forms. You can request a copy by e-mailing me at
roper thorpePncdenr oov.
Sincerely,
lvat;a_J2-
F " Roger K. Thorpe
Environmental Engineer
<� North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
ter//)) Washington Regional Office 1 943 Washington Square Mall I Washington. North Carolina 27889
m.\ 252.94G.6481

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Dumpor, Samir
From: BJ Occena <[e-mail]>
Sent: Tuesday, June 16, 2015 9:07 AM
To: Dumpor, Samir
Subject: FW: MOP - Processing Plant - Nitrogen Offset Payment
Attachments: Mt. Olive Pickle Nutrient Reservation Letter.pdf; Mount Olive Pickle Nutrient Invoice.pdf;
scan County approval letter.pdf
From: Scott Edwards [mailto:esecoxed(albirch.net]
Sent: Tuesday, September 17, 2013 11:32 AM
To: B] Occena
Cc: Robert Bugg; Bobby Richter; David Sutton; Scott Edwards (w); Connie Price
Subject: MOP - Processing Plant - Nitrogen Offset Payment
L-H
Attached are the following items:
1. Stormwater approval letter from the County of Wayne stating the nitrogen offset amount (you should already have
this letter)
2. Invoice from Wildlands Engineering in the amount of $8,793.62 for the offset payment
3. Nutrient reservation letter from Wildlands
A record of payment of this invoice to Wildlands Southeast Holdings I, LLC must be received by the County of Wayne
prior to issuance of a Certificate of Occupancy on the addition of the processing plant.
Please contact me if you have any questions.
Thanks,
Scott
E. Scott Edwards, PE
Cox -Edwards Company, Inc.
1205 Parkway Drive
Goldsboro NC 27534
919-751-5100 (c)
919-580-6498 (m)
919-751-1744 (fax)
esecoxedgDbirch. net
www.cox-edwards.com

WIL:DLA.NDSt
ENGIIJEERIiNG
September 9, 2013
Mt. Olive Pickle Company, Inc.
One Cucumber Boulevard
P.O. Box 609
Mt. Olive, NC 28365
C/O: E. Scott Edwards, PE, Cox -Edwards Company, Inc.
Re: Reservation of Nutrient Offset credits for the Mt. Olive Pickle — Processing Plant
Addition project located in Wayne County, North Carolina.
Dear Scott:
Wildlands Southeast Holdings I, LLC has reserved 799.42 lbs. of Nutrient Offset Credits from the Wildlands
Neuse River Riparian Buffer & Nutrient Umbrella Mitigation Bank — Little River Farm Mitigation Site to
satisfy the Nutrient Offset mitigation requirements related to the Mt. Olive Pickle — Processing Plan Addition.
The Project is located in Wayne County, North Carolina within the service area (HUC 03020201) of the Bank.
The credits have been reserved at the price of $11.00 per lb.
Final transfer of the credits will be made upon full receipt of your payment of $8,793.62 to Wildlands Southeast
Holdings I, LLC, at which time a credit transfer certificated verifying your credit purchase will be issued to the
City of Raleigh, Public Works Department and the North Carolina Division of Water Quality, with a copy to
you for your records. Please send payment directly to Wildlands Southeast Holdings I, LLC at the letter
head address. An invoice for this transaction has been attached for your convenience.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at 919-851-
9986 ex. 100 or [e-mail] if you have any questions or need any additional information.
Sincerely,
Robert W. Bugg
Wildlands Engineering, Inc.
NSldland> Southca,t Holdings I, LLC 5605 Chapcl Bill Road, Suite 122 Raleigh_ NC 27607

Invoice
Date Invoice #
9-9-13 991301
Mt. Olive Pickle Company, Inc.
One Cucumber Boulevard
P.O. Box 609
Mt. Olive, NC 28365
C/O: E. Scott Edwards, PE
Cox -Edwards Company, Inc.
WILD,LAN;DS
ENGINEERING
Payable To
Wildlands Southeast Holdings I LLC
5605 Chapel Hill Road
Suite 122 s
Raleigh, NC 27607
Project Name
Terms
Bank Name
Little River Farm
Mt. Olive Pickle — Processing
Reserved — Price
Nutrient Mitigation Bank
Plant Addition
Valid for 30 Days
Neuse HUC 03020201
DWQ Project # 09-0866V2
Line
Item
Description
Quantity
Unit Price
Amount
01
Nutrient Offset Credits
799.42 lbs.
$11.00
$8,793.62
Sales Tax
N/A
Thank you for your business. If you have any
questions regarding this invoice please call
Total
$8,793.62
Robert Bugg at 919-851-9986 ex. 100 or
rbuggrniwildlandsen .corn
Wildlands Southeast Holdings L LLC 560, Chapel Hill Road. Suite 122 Raleigh, NC 27607

COUNTY OF WAYNE
PLANNING DEPARTMI ENT
(919) 731 —1650
(919) 705 -1961 fax
conNe onceCrawavneaov.com
www_waynegov.com
September 5, 21013
Cox — Edwards Company
Art. Mr. Scott Edwards, PE
1205 Parkway Drive
Goldsboro, NC 27534
Dear Scott,
134 N. John St.
P.O. Box 227
Goldsboro, N.C.
27533 - 0227
.The Wayne County Planning Depaitrnent has'ieviewed the revised storm -water plan for the Mount Olive
Pickle Distribution Center. The plan as submitted is approved. When you have received a receipt from a vendor for
the nitrogen buydown credits please provide us with a copy.
Based upon the information supplied 799.42 pounds of nitrogen will be need to be purchased.
Upon receiving the receipt, but prior to the issuance of a certificate of occupancy, an operation and
maintenance agreement will need to be signed by the Owner and the County and recorded with the office of the
Wayne Couny Registry.
Upon completion of the project, and prior to the certificate of occupancy, the Wayne County Planning
Department must perform a final inspection'of all stormwater devices. The owner or a representative of the owner
must notify the planting department to schedule said inspection.
The engineer must also provide the county planning office with a letter stating that the device was installed
or built and is operating as designed. This letter must contain the engineer's seal.
Any deviations from the site plan must be approved by die Wayne County Planning Department,and if
necessary a revised set of "as built" drawings and the associated calculations must be submitted for final approval.
If you have any questions regarding this site plan, please contact our, office:
Sincerely,
gonnieR. Price
Planning Director
Aeep&w 4Uayne e'atuav (atom Since 1966

Moore, Bill
From:
Moore, Bill
3�zz�/6
5 �iv.'s•� w/
Sent:
Tuesday, March 15, 20164:53 PM
moo- S7�if
To:
Cc:
Georgoulias, Bethany
Pickle, Ken; Edgerton, Thom
Subject:
C'RE' Mount Olive Pickle site visit l
Hey Bethany,
Glad you can make it. Ken & I will be happy to let you speak for the first 2 hours; in case you
have to leave early. After speaking with Doug Brock, VP, MOP yesterday; I understand they
have more than one facility at Mt Olive. A separate distribution facility nearby may be
converted to a processing facility in the near future. They want us to also inspect/review this
facility for stormwater requirements. I am still thinking that our time on site should be 2-3 hrs
max. Thom & I will try to be at the main plant site gate by 9:45, see you there.
Into from BIMS/WARD Files:
1) Main Processing: located at intersection of Vine St & One Cucumber Blvd
Plant Site NC0001074 existing ww permit expires July 2016 (Julie working on
draft)
apparently no cooling h2o, or NCG06 permits for this site ?
2) Distribution Site: located at 1301 N. Center St
NCG500674 -cooling h2o -issued 1 /15/2016
NCG060366 - Food Products - issued 12/ 16/2015
SW71Oil 10 - state sw permit for WP - issued 1 /21 /201 1
3) Additional located at intersection of Hwy 55 & Country Club Rd (W. of Mount
Olive)
MOP Site: NCG500037 -cooling h2o -issued 10/19/2015
Not sure what MOP does at this site ?
I will be out of office til Monday; we can discuss our approach/expectations for the Tues
meeting, on Monday. My cell # is 252/809-3388 if you have questions.
Bill Moore, Environmental Engineer
Land Quality Section
943 Washington Square Mall
Washington, NC 27889
[phone]
[e-mail]
'ko,,,r e;'=rVPh:l/

PEOROER Y5. V S. GATFN! N0. MbY !"SS^' SM�tE].'lt^ol. Inc. WSWS
R.N. Rouse 8 Co.. Inc.
• •Rouse
CO. #
VENDOR NO:
VENDOR NAME
CHECK NUMBER
211
M=1
NCDBIR
134246
Trans -
ReferenEe:�
Date.-
Description
Gross Amount'
Disioulit
Retainage-Previous
' Balance
Net Amount
1210 55
120610
12/06/10
PERMIT MODIFICATION
505.00
0.00
0.00
0.00
DELI 7- 2J10
0.00
505.00
'DETACHADRETAINTHS STATBJENT'
THE ATTACHED CHECK IS IN VAYNENT OF THE
ITERIS DESCRIBED ABOVE IF NDT CORRECT
P V
Vendor No.
Gross Amount
Discount
Retainage
E.�,._ Previous
'Balance
NelAmount
20502
505.001
0.001
0.00
o.001
0.00
505.00
THIS CH@CK i5 YOIO WITHOUT A COLOflED 80RDER AND BACKGROUND PLV:
R.N. ROUSE & CO., INC.
P.O. BOX 10249
GOLDSBORO, NC 27532
[phone]
PAY "'Five hundred five and xx / 100 Dollars'
IOERPRINT WATERMARK ON THE BACK . HOLO AT ANGLE TO VIEW
NC�-
CHECK DATE CHECK NUMBER
12/07/10 134246
CHECK AMOUNT
$505.00

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eavrdue Coleen H. Sullins Dee Freeman
�Pe
Governor Director Secretary
October 26, 2010
Mr. Cliff Ogbrn, Town anger
Town of NagsuHead
PO Box 99
Nags Head, NC 27959
\Subject:EMPTION from Stormwater Manag ent Permit Regulations
Plan Approval / CAMA Major- D edge & Fill / Bulkhead / Pier
wn of Nags Head Vista Colon est Drainage Improvements
water Project No. SW710091
County
Dear Mr. Ogburn:The Washington Regionalcopy of your S Plan FRO form for your proposed Vista Colony West
Drainage Improvements on September 14, 2 10. Staff rev' w of the plans and specifications has determined that the
project, as proposed, consists of activities that 11 not pos surface water quality threats from stormwater runoff since no
significant new impervious area is proposed.
The Director has determined that projects that are viewed and approved by the Division as not posing water quality
threats from stormwater runoff should not be s sect to the stormwater management permitting requirements of 15A
NCAC 2H.1000 and SL 2008-211. For this rea on, we a informing you by way of this letter that your project will not
require a State Stormwater management permi at this tim
The stormwater rules require the Division Vpermit the comm6p plan of development, therefore, any future development
on the property, regardless of whether a C plan or CAMA M i�'or permit is also required, will require a Stormwater
Management Permit application and pe it issuance from the Didision of Water Quality prior to any construction. Any
construction on the subject site, prior receipt of the required pe it, will constitute a violation of 15A NCAC 2H.1000
and SL 2008-21 1 and may result in yppropriate enforcement actions biy this Office.
Please keep in mind that this
required by the Division of N
Federal, State or Local Gove
mination does not affect your legal
Quality, the Division of Land Resc
Please reference the Storm,�kater Project Number above on all corresp
information concerning th's matter, please contact Scott Vinson at (252)
Sincerely,
ements to obtain other permits which may be
Coastal Area Management Act or any other
If you have any questions or need additional
Al Hodge
Regional Supervisor
Washington. Regional Office
AH/ sv:/K:\SAV\STORMWATER\EXEMPT\SW7100911
cc: David Ryan, PE
Washington Regional Office
North Carolina Division of Water Quality Internet vnvw.nmaterquality.org 7�iOne
943 Washington Square Mall Phone [phone] FAX: [phone] i� OhrhCzu-citlna
Washington, NC 27889 FAX: [phone] //f�
An Equal Opportunity 1 Affirmative Action Employer Natural /,/

TRANSMITTAL LETTER
C R I S E R
TROUTMAN
TANNER
TO
FROM
Samir Dum or
David E. Criser, P.E.
COMPANY.
13A'1'17,
NCDENR-Washington Regional Office
December 16, 2010
ADDRESS
C77'S PRUIb:C1' NUMBER
943 Washington Square Mall
6518.00
Washington, NC 27889
PIIONI: NUMBER
CLIENT'S RP.FFRENCE NUMBER.
RP'.
ayr `NJi.��lf U L-11•
� l` Q:a
Distribution Center Warehouse Expansion
Modification
DEC 17 2010
Mount Olive Pickle Company, Inc.
Wayne County
t i�(kE4`-El1If�.`e
%Cqz IR\NSN11T ❑ :CFI'ACHED ❑ UNDRRSEPARATECOVLft ❑ IIAND CARIiIIiD Hti'_ __-- ❑ UPS/ITI)EX
TFIEFOII.OWING: ❑ TRACINGS ❑ PRINTS ❑ INSPEC-IIONREPOR'1' ❑ SHOPDR:\Ct7NG5 ❑ SPJiCIFICATIONS ❑ OTHER
COPIES
DATE
SHEET
NO
DESCRIPTION
REDA[ARKS
I ORIG &
1 COP['
STORM\WATER \LANAGE\LENT PERMIT
MODIFICATION
1
\DIET DETENTION SUPPLEMENTAL FORM
I
GRASS SWALE SUPPLEMENTAL FORM
1
N_-1RR_1TIVE
1
REVISED CALCUALTIONS
2
SETS OF PLANS Cl-C7
1
CHECK FOR $505
No 1'ES/COMMENTS
Samir,
by:
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
Post Office Box 3727 Wilmington. NC 28406 1 3809 Peachtree Ave. Suite 102 Wilmington, NC 28403 p910397.2929 f 910.397.2971

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
Mr. William H. Bryan, President l�s rm; ( N'c 1 ��'^
Mount Olive Pickle Company, Inc. Q
PO Box 609 j� a c' \
Mount Olive, NC 28365
Subject: NPDES Phase II Stormwater Permit No. SW7101110
Mt. Olive Pickle Co. Distribution Center Warehouse
Expansion
High Density Commercial Wet Pond Project
Wayne County
Dear Mr. Bryan:
The Washington Regional Office received a complete NPDES Phase II Stormwater
Management Permit Application for Mt. Olive Pickle Co. Distribution Center Warehouse
Expansion on November 10, 2010. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth
in Session Law 2006-246, and Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW7101110 dated November 23, 2010, for the construction of the subject project.
This permit shall be effective from the date of issuance until November 23, 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 Samir Dumpor, or me at [phone];
/AI No�
Regional Supervisor
Surface Water Protection Section
AH/ sd K:\SD\Permits — Wet Pond\SW7101110
cc: David Criser, PE (Criser, Troutman, Tanner Consulting Engineers, PO Box 3727,
Wilmington, NC 28406)
Vjlayne County Building Inspections
,/Gashington Regional Office
North Carolina Division of Water Quality Internet www ncwa erqualny urg
943 Washington Square Mall Phone [phone]�iOne
Washington, NC 27889 FAX [phone] �Orth//C�atroh/na
An Equal Opportunity/Affirmative Action Employer -50%Recycled/10% Post Consumer Paper Natm al&

State Stormwater Management Systems
Permit No. SW7101110
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NPDES PHASE II STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Mount Olive Pickle Company, Inc.
Mt. Olive Pickle Co. Distribution Center Warehouse Expansion
Wayne County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of Session Law 2006-246, and 15A NCAC 2H .1000 (hereafter referred
to as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until November 23, 2020, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 205,320 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7
on page 3 of this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this, project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7101110
7. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, ft2: 520,627
b. Total Impervious Surfaces, ftZ: 205,320
C. Design Storm, inches: 1.5
d. Avg. Pond Depth, feet: 3.0
e. TSS removal efficiency: 90%
f. Permanent Pool Elevation, FMSI : 155.00
9. Permanent Pool Surface Areq, ft : 13,212
h. Permitted Storage Volume, ft : 26,353 at temporary pool el.
i. Temporary Storage Elevation, FMSL: 156.69
j. Predevelopment 1 year 24 hour: 14.22
k. Post development 1 year 24 hour: 0.12
I. Controlling Orifice: 2.5"0 pipe
M. Permitted Forebay Volume, ft3: 8,522
n. Receiving Stream/River Basin: NE Cape Fear River / Cape Fear
o. Stream Index Number: 18-74-(1)
P. Classification of Water Body: "C, Sw"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter strip.
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, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7101110
8. 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.
9. 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.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The 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.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
13. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. 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.
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
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7101110
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 issued shall continue in force and effect until revoked or terminated.
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 issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
Permit issued this the 23rd day of November, 2010.
NOkTH C,+OLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7101110
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7101110
Mount Olive Pickle Company Distribution Center Warehouse Expansion
Stormwater Permit No. SW7101110
Wayne County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7101110
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/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Wayne County Building Inspections
Page 7 of 7

LQ(I-Rc)
DWQ USE ONLY
R Ohre
Fee Paid
Permit Number
5 J I D 11 l0
Applicable E22 oastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph 11- Post Construction
(select all that ppRly I�Io -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
SV boer WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural
Division of Water Quality
STORMWATER MANAGEMENT PERMIT A]
This form may be photocopied for use as an
I. GENERAL INFORMATION
urces 1 n Zd l
Jo`qC
I
TION FORM
1. Project Name (subdivision, facility, or establishment name - sh6uld be consistent with project name on plans,
specifications, letters, operation and maintenance agreements etc.):
2. Location of Project (street address):
City:Mount Olive
3. Directions to project (from nearest major inter
Zip:28365
4. Latitude:35° 12' 53.51" N /Longitude:78* 03' 04.04" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (ch4 k one): ®New ❑Modification
b.If this application is being,submitted as the result of a modification to an existing pemtit, 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 pr ject (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this applici
requesting a
assigned,
proposed, _
s being submitted as the result of a previously returned application or a letter from DWQ
stormwater management permit application, list the stormwater project number, if
and the previous name of the project, if different than currently
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):
❑CAMA Major ®Sedimentation/Erosion Control: 13.472 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit. Proposed Impacts
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
Form SWU-101 Version 07Jun2010 Page 1 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:Mount Olive Pickle Company Inc.
Signing Official & Title: William H. B[Xan, President t/
b.Contact information for person listed in item la above:
Street Address:1 Cucumber Boulevard
City:Mount Olive State:NC Zip:28365
Mailing Address (ifapplicable):PO Box 609
City:Mount Olive State:nc Zip:28365
Phone: (919 ) 581-3634 Fax: (910 ) 581-3174
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
Signing Official &
b. Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address
City:
Phone:
State:
Fax:
Zip:
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/Organizatioh :III Occena ount Olive Pickle Company, Inc.
Signing Official & Title:Director of Engm ' g / Maintenance
b. Contact information for person listed in item 3a above:
Mailing Address:PO Box 609
City:Mount Olive State:NC Zip:28365
Phone: (919 ) 581-3634
Email:!joccena@mtolivel)ickles.com
Fax: (919 ) 581-3174
4. Local jurisdiction for building permits: Town of Mount Olive
Point of ContactDanny Keel Phone #: (919 ) 658-9538 ext 111
Form S WU-101 Version 07Jun2010 Page 2 of 6

!V. PROJECT INFORMATION
1. In the space provided below, brieflv summarize how the stormwater runoff will be treated.
The stormwater will be directed into grassed channels from rooftops and paved areas. The stormwater will
Flow through the grassed channels into a wet detention basin. The stormwater will dicharge from the wet
detention basin into a grassed channel prior to leaving the project site.
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 Building Permit Issued Date:
❑ Other: Date:
b. if claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph 11 - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 12.05 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area':12.05/31.286 acres
Total project area shall be calculated to exclude the following the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NMq line or Mean High Water
(M pV) lore, and coastal wetlands landward from tine NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of tine NHW (or NIHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 37.24 95
9. How many drainage areas does the project have?) (For high density, count 1 for each proposed engineered
stornavater BMP. For low densihj 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;}.s;.�c;.i;'k>°"T:?.;�;
iDiauia e`Areal`-':Dianna''e.Area'25,Draiiia'�e`Ai:ea`x_""
...,
"Area'
4Draiha erArea'_'
Receiving Stream Name
Northeast Cape
Fear River
Northeast Cape
Fear River
Stream Class
C,Sw
C,Sw
Stream Index Number *
18-74-(1)
18-74-(1)
Total Drainage Area (sf)
842,179
520,627
On -site Drainage Area (sf)
842,179
520,627
Off -site Drainage Area (so
1 0
0
Proposed Impervious Area** (so
Replacement
205,320
% Impervious Area" total
35.89
39.44
„..D.
Im ervious? Surface t\rea'La";+,,.-
.._..,;. _....,_
., m na e Area lilt
D. a_...,;
rairia e:Aiea'2_)
?-,5 rama e`Area`'.
,Drains e A`rea =-
On -site Buildings/Lots (sf)
Replacement
142,174
On -site Streets (sf)
Replacement
21,842
On -site Parking (sf)
0
0
On -site Sidewalks (sf)
Replacement
0
Other on -site (so
0
0
Future (sf)
0
41304
Off -site (so
0
0
Existing BUA` (sf)
302,209 /
Total (sf):
302,209 V
205,320
Stream Class and Index Number can be determined at: h ttv //portal ncdenr.or /ror ebkc,q/ps/csu/classificatio s
Impervious area is defined as the built upon area including, but not lunited to, buildings, roads, parking areas,
sideevalks, gravel areas, etc.
Form SWU-101 Version 07Jun2010 Pare 3 of 6

'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 B UA.
11. How was the off -site impervious area listed above determined? Provide documentation. na
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http: / / 12ortal.ncdenr.org/ web/wq / ws /su / bmp-manual.
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 h"://portal.ncdenr.org/web'
wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office maybe
found by locating project on the interactive online map at hqp://portal.ncdenr.org/web/wq/ws/su/maps.)
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 hn://12ortal.ncdenr.org/web/wq/ws/su/statesw/`forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. dhfi
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants -mA -
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M Gta.ti
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to 2�
h!W://www.envheIR.org/pages/onestopexFress.html for information on the Express program e-wow
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/management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the 0c _
receiving stream drains to class SA waters within'/2 mile of the site boundary, include the'/z
mile radius on the map.
7. Sealed, signed and dated calculations. rXc,
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: At -
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.
m. 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).
Form SWU-101 Version 07Jun2010 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify 04,r—
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"xl I" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWI prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book:1512 Page No: 741 ep'z-
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC /Jum-
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 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
http://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does. Download the latest versions for each
submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
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:David E. Criser, P.E.
Consulting Firm: Criser Troutman Tanner Consulting Engineers
Mailing Address:PO Box 3727
City:Wilmington State:NC Zip:28406
Phone: (910 ) 397-2929
Emafl:[e-mail]
Fax: (910 ) 397-2971
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, itent 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type nante of person
listed in Contact Information, item la) with (print or hjpe name of organization listed in
Contact Infornmtion, item la) 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 07Jun2010 Page 5 of

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 in appropriate enforcement action including
the assessment 61 cavil penalties of p to $25,000 per day, pursuant to NCGS 143-215.6.
Signature:' /1 L�J�-� `tl ' �/ ��Q' ' �`'- _;" Date: k-) (�-$ k"Z
I, 7rj�:? A 64k \ "—' I pLL�h a Notary Public for the State of Na fk l 2ybl; n . County of
_osa'ny,� do hereby certify that /w� j pan. • Qru a r. personally appeared
before me this A'day of l &6b PT- r9blO and acknowled e the d e ecution of the application for
a stormwater permit. Witness my hand and official seal,
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or hjpe name of person listed in Contact Information, item la) William H. Bn1an
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective ovenants will be recorded, and that the proposed project complies with the requirements of the
applicable s or aftern rules under A NCAC 2H .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signature: 5� `� �� �l2 S • Date: to ( µ J
I, i71ib (i. r a Notary Public for the State of � County of
3fx rtP"ah do hereby certify that l� i 1 i A ua, r. personally appeared
before me thisa*ay of CC�DI>Pr cQUO and acknnowled the due execution of Ithe application for
a stormwater permit. Witness my hand and official seal, Y 'm I - tnrlitri� ��fiYotru
SEAL
My commission expires 0+n 1t_. 101 . a ( S
FormSWU-101 Version 07Jun2010 Page 6of6

f
0
0
J

Permit No
Qo be promtled by 0w0)
EXPRESS
NOV 10 2010
®TA NC DENR
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of
Contact person
Phone number
Date
Drainage area number
Site Characteristics
Drainage area
Impervious area, post -development
% impervious
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' mnoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the tyr 24hr stone peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr. 24-hr storm
Pre -development 1-yr, 24-hr peak Bow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak Flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx at the perm. pool elevation)
Top of 1Oft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the
Elevation of the top of the additional vok
I0_v�4vaII
O�O� W A r`cg0
A Al:
s
Mount Olive Pickle Company, Inc. Distribution Center warehouse Expansion
David E. User
910-397-2929 /
1-Nov-10 /
2 /
520,627 fe
205,320 fC (�
1 395 in /
1 5 n
ff3
ft3
y (Y or N)
OK
OK, volume provided is equal to or in excess of volume required.
In
0.25 limitless)
0.52 limitless)
0.13 in/hr OK
14.22 felsec
30.00 fl'/sec
15.78 ft3/sec
156.69 fmsi
155.00 fmsl
154.50 fmsl
15550 fmsl
154.50 fmsl Data not needed for calculation option ii but OK if provided.
150.00 fmsl
14900 fmsl Data not needed for calculation option 91, but OK if provided
1.00 It
temp pool? y (Y or N)
156.7 fmsl OK
Fond SW401-Wet Detention Basin -Rev 8-9/17109 Parts I a 11 Design Summary, Page 1 of 2

Permit No
(m be provided by DWO)
II:.DESIGNINFORMAT(ON -7tr,
Surface Areas
Area, temporary pool
18,537 ft'
Area REQUIRED, permanent pool
12,840 fP
SAIDA ratio
2.47 limitless)
Area PROVIDED, permanent pool, Ace,,,,..
7212 f' OK
Area, bottom of 1Oft vegetated shelf, Aa, raw
10,528 ft`
Area, sediment cleanouL top elevation (bottom of pond), A..
5,772 fP
Volumes
Volume, temporary pool
26,353 ft' OK
Volume, permanent pool, V�,,,yoy
42,165 tit'
Volume, forebay (sum of forebays if more than one forebay)
8,522 ft'
Forebay% of permanent pool volume
20.2% % OK
SAIDA Table Data
Design TSS removal
90
Coastal SAIDA Table Used2
(Y or N)
Wuntain/Piedmont SAIDA Table Used?
y (Y or N)
SAIDA ratio
2.47 limitless)
Average depth (used in SAIDA table)
Calculation option 1 used? (See Figure 10-2b)
y (Y or N)
Volume, permanent pool, V,,,,,_xa
42,165 ft
Area provided, permanent pool, As,.
13,212 ft
Average depth calculated
3.19 ft OK
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
3.0 ft OK
Calculation option 2 used? (See Figure 10-2b)
(Y or N)
Area provided, permanent pool, Ayr,,,.
13,212 fP
Area, bottom of 10ft vegetated shelf, A. v.r,
10,528 W
Area, sediment cleanout, top elevabon (bottom of pond), Aw aw
5,772 fP
'Depth' (distance blw bottom of 10ft shelf and top of sediment)
450 ft
Average depth calculated
ft
Average depth used in SAIDA, ban, (Round to nearest 0.5ft)
ft
Drawdown Calculations
Drawdown through orifice?
Diameter of onfice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C.„)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak Flow
Storage volume discharge rate (through discharge onfice or wen)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of ftowpath to width ratio
Length to width ratio
Trash rack for overflow 8 critical
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is
In
0.52 (unitless)
1.69 ft
(Y or N)
(unibess)
(umtless)
ft
ft
14.22 ft/sec
30.00 fP/sec
0.12 ft'Isec
2.55 days
3 '1
10 :1
10.0 ft
3 '1
3.0 .1
OK, draws down in 2-5 days.
OK
OK
OK
OK
OK
n (Y or N)
Trash rack or similar device recommended
1.0 it
OK
n (Y or N)
OK
n (Y or N)
Insufficient. Recorded drainage easement required.
y (Y or N)
CK
Pump out pond with temporary pumps
Fonv SW401-Wet Detention Basra -Rev 8-9I17109 Pans I a II. Design Summary, Page 2 of 2

�5
j� EXPRESS
KLE/NFELOER
Bright People. Right Solutions. NOV 10
20®1100
\\•.•/ / NC DENR
September 24, 2010
RAL10L127
Mr. BJ Occena - Engineering Director
Mt. Olive Pickle Company, Inc.
One Cucumber Boulevard
P.O. Box 609
Mt. Olive. North Carolina 28365
Re: Estimate of Seasonal High Water Table (SHWT)
Mount Olive Pickle Company Warehouse
Mount Olive, North Carolina
Kleinfelder Project No. 112229. Task 2
Dear Mr. Occena:
This letter provides an estimate of the seasonal high water table (SHWT) at the "APPROX
POND LOCATION" as shown on sheet C101 prepared by Criser Troutman Tanner, dated 9-23-
10. These services were requested by Mr Mike Deriso of RN Rouse and authorized by Mr. BJ
Occena of Mt. Olive Pickle Company.
Test boring B-5 from our Report of Preliminary Geotechnical Exploration (July 23, 2010) for this
site is in close proximity to the referenced pond location. The groundwater for boring B-5 was at
an approximate depth of 12 feet below the existing ground surface approximately 24 hours after
drilling. Per the topographic survey data shown on sheet C101, the ground surface elevation in
the vicinity of boring B-5 is 162.5 feet resulting in a measured groundwater elevation of 150.5
feet. Based on our review of NCDENR-DWQ monitoring well data from the last 5 years for wells
in the vicinity of the site, it was determined that seasonal fluctuations in groundwater elevations
in this region were typically on the order of 4 feet. Our review of well data also revealed that the
groundwater reading for boring B-5 (measured on July 13, 2010) was measured during a period
where regional groundwater levels were at or near the seasonal low water table (SLWT).
Therefore we expect the SHWT at the proposed pond location for this site to be approximately 4
feet higher than that measured at boring B-5 in July 2010, resulting in an estimated SHWT
elevation of 154.5 feet.
SPECIAL NOTE
The top -of -boring, soil strata, and groundwater elevations referenced in our previously issued
Report of Preliminary Geotechnical Exploration (July 23, 2010) are based on a FFE of 165 feet
for the existing warehouse, as provided to us by Mt. Olive Pickle Company via original
warehouse design plans provided to us for review and use. This FFE of 165 feet was used as
reference for our surveying of top -of -boring ground elevations. After reviewing topographic data
shown on sheet C101 and talking with Mr. Mike Deriso of RN Rouse by phone on September
24, 2010, it appears that the actual FFE for the existing warehouse may be 2 to 3 feet lower
than elevation 165 feet. This potential elevation discrepancy could not be definitively determined
on this date and at the time of this letter, since sheet C101 does not reference the existing
3500 Gateway Centre Blvd Suite 200, Morrisville, NC 27560 p 1919 755 5011 f 1919,755,1414

11
1
warehouse FFE. The actual FFE of the existing warehouse should be determined and the
information provided to Kleinfelder. If the FFE of the existing warehouse is determined to be
different than 165 feet, Kleinfelder will need to revise and re -issue our Report of Preliminary
Geotechnical Exploration based on this new information.
LIMITATIONS
This work was performed in a manner consistent with that level of care and skill ordinarily
exercised by other members of Kleinfelder's profession practicing in the same locality, under
similar conditions and at the date the services are provided. Our conclusions, opinions and
recommendations are based on a limited number of observations and data. It is possible that
conditions could vary between or beyond the data evaluated. Kleinfelder makes no other
representation, guarantee or warranty, express or implied, regarding the services,
communication (oral or written), report, opinion, or instrument of service provided. Kleinfelder
offers various levels of investigative and engineering services to suit the varying needs of
different clients. Although risk can never be eliminated, more detailed and extensive studies will
yield more information, which may help understand and manage the level of risk involved. Since
detailed study and analysis involves greater expense, our clients participate in determining
levels of service that provide adequate information for their purposes at acceptable levels of
risk. More extensive studies could be performed to reduce these uncertainties.
The recommendations herein are based on project information provided by our Client. If our
Client does not retain Kleinfelder to review any plans and specifications, including any revisions
or modifications to the plans and specifications, Kleinfelder assumes no responsibility for the
suitability of our recommendation In addition, if there are any changes in the field to the plans
and specifications, our Client must obtain written approval from Kleinfelder's engineer that such
changes do not affect our recommendations. Failure to do so will vitiate Kleinfelder's
recommendations. This letter may be used only by the Client and the registered design
professional in responsible charge and only for the purposes stated for this specific engagement
within a reasonable time from its issuance, but in no event later than two (2) years after the date
of this letter.
CLOSURE
Kleinfelder appreciates the opportunity to continue our services on this project. If you have any
questions or require additional information, please call.
Respectfully submitted,
KLEINFELDER SOUTHEAST, INC.
�Dana J. Go dnight, P.G. (/
Project Geologist
DGoodnight�kleinfelder. comcom
1'>. 1n 101. 1:2_'\.\owe.—h 1Cnm1,1111Tuk1 CHRTIk,em—.. M1111LIV]
112229-T2/RAL10L127
Copyright 2010 Kleinfelder
Page 2
t-
1 ' i
C topher V. Norville,
Senior Geotechnical Engin
CNorville�kleinfelder comcom
September 24, 2010

Print Map
Page 1 of l
Map for GIS User 'EXPRESS
NOV 10 2010
Location of My Location NC ®ENR
1:12,000
Mount Olive E— -Is 1
7.5-minute Quadrangle Index map
NC SPCS E: 695985.2, N:162914.1 meters (NAD83)
Long:-78.0511000 W, Lat: 35.2149000 N (NAD83)
http://-,is.enr.state.nc.us/topoviewer/-isprintjsp 10/ 13/2010

(Page 1 of 3)
b6ebC COWrtv 02-02-96
soo�1512Pa�E 741 =2a.
t
�C4�1" fib
=
EXPRESS
- NORTH CAROLINA NopTH
DNA Real Estate
WAYNE COUNTY CAI Excise Tax
NOV 10 2010
THIS DEED, made this the 2nd day of February, 1996. by and between REK S
NC ®ENR
WHITFIELD, a free trader, JIMMIE W HARRELL and wife, HELEN S HARRELL. and
. WILLIAM H WINGFIELD. III and wife, PEGGY H WINGFIELD, panics of the first pan, and
,
b1OUNT OLIVE PICKLE COMPANY, INC , a North Carolina corporation, party of the second
part,
' WITNESSETH
That the said panics of the first part, for and in consideration of the sum of Ten Dollars
(S 10 00) and other valuable consideration paid by the said party of the second part, the receipt of
which is hereby acknowledged, have bargained and sold and by these presents do bargain, sell and
- convey to the party of the second part, its successors and assigns, that certain tract or parcel of land
- situated in the Brogden Township, Wayne County, North Carolina, and more particularly described
as follows
Being all of that certain tract or parcel of land consisting of 31 30
acres (excluding all road rights of way and railroad rights of way)
_ located at the intersection of N C S R No 1941 (Northeast Church
Ark . Road) and N C S R No 1938 (Old Mount Olive Highway) in Wayne
County, North Carolina, and shown as Tract I on that certain Map
prepared by Alonzo E Little, Registered Surveyor, dated January 24,
1996, and recorded inPlat Cabinet K, Slide 55-F of the Wayne
- County Registry, which Map is expressly incorporated herein by
reference for the purpose of obtaining a metes and bounds description
of said tract or parcel of land
For back references, see Deeds recorded in Book 1104, Page 300 and
_
' Book 1244, Page 258 and Book 1314, Page 577 of the Wayne County
Registry
• This conveyance is made subject to all uubty easements and road and
railroad rights of way existing of record in the chain of title This
conveyance is also made subject to the 1996 Wayne County ad
" valorem taxes which shall be prorated between the parties
TO HAVE AND TO HOLD the aforesaid tract or parcel of land and all pnvdeges and
appurtenances thereto belonging to the said party of the second part, its successors and assigns, to
,
then only use and behoof forever
® And the said parties of the first part covenant for themselves, their heirs, executors,
• administrators, and assigns, to and with the said party of the second part, its successors and assigns,
" that they are seized of said premises and have the right to convey the same in fee simple, that the
same are free and clear of all encumbrances, except as noted above, and that they will warrant and
• Prepared By L E (Trey) Taylor 111, Attorney at Lai,
Book!1512,Page:741

(Paoe 2 of 3)
', 1.5.- ill`,?
de:erg.'. the title to the sen:c against tits lnwlld zi,nins of all persons nhomsocser
:N WII NESS WI IERFOE, the ;an: panes cf:he first part have hereunto set :heir hands and
seals, this the day and year first aboe'c tv'rtttcn
n
���v ��(CS Enl.)
\V'r,micld j 7
�
.a SEAL)
'
jhmmtc \F clarrcll r
rus� _- .(SEAL)
Helen S fiarall
7,�< (SEAL)
William H l7l ingtml , If ,
(SEA.L)
NORTH CAROLDJA _
WAMECOUNTY _
( •,,CJr:L'^via iF. ,iuscac^ • a Nomr+ Public in and for said State and County, do
heraycen:jtl:at RFX S Pit II T FiBLD personih, appealed before me this day and acknow'Iedged
;'.Iht due eted'apoo of the to: emg instn,ment ,or the put noses :herein expressed
Of A
� IXITNFS5 my hand and oftival seal, the the _'-nd day of Febmar. 1996
`•, hlv'contms3ioii aso:res , -99 a, lr�br�C
Nitta, Public
NORTH CAROLINA
W.AYYc COUNTY
I, _n/n-h-e ++ jus`_cv_ a Notur+ Public in and for said State and Cacnty, do
herchc ccnlR that JiNINIIE W F.ARPFLL and '•v;fe. HELEN c HARRELL. each perionall
'zpc.ezri�d bg[ore, me this day and aclretvfctiged the due c.carton of!he fnregom_ ins;r�ment For the
pur�oics iF.erFm. expressed
mp haid aid ofricael seal, this the 2_,d day of Februar., 1996
\dv.csamTlss:on cxpn:s 6-4- `z �111'-1 Cc+p riJ J y, •� p
.. 0 Notary Pdbqjrc .
Book:1512,2age.741

(Page 3 of 3)
aoo� ].512PAGc "1fI3
NORTH CAROLINA
WAYNE COUNTY
". 1, Cynthia H. Justice a Notary Public in and for said State and County, do
h"rtii4 csrufy-that WILLLkM H WNGFIELD, III and wife, PEGGY H WNGFIELD, each
flePCAretl before me this day and acknowledged the due execution of the foregoing
9 'r(y�f7tT!delltlfb(,the purposes :herein expressed
R L��g;rjEsS my hand and official seal, this ;he 2nd day of February, 1996
%` //� _/yam__
mcHsvo'n expires 6—C-99
_GG fi ra /i r w J
Notary P
NORTH CAROLNA
WAYNE COUNTY
The foregoing certtfica:es of Cynthia H ]us t"' a Notary Public of Wayne County,
North Carolina, is certified to be correct
FILED for registration, ;his the2nd day of February, 1996, at 10 55o'clockA - in
Deborah C Lane, Register of Deeds
BY > " ,c,)
Aiine /Deputy Register of Deeds
Book-1512,Page:731

IN&,th Carolina Secretary of State
Pagel of 2
3
North Carolina
Elaine F. Marshall DEPARTMEINT OF THE
Secretary 'SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 (919)8072000
EXPRESS
Date: 10/13/2010 NOV 10 2010
Click here to
View Document Filings 1 Sign Up for E-Notifications 1 NC ®ENR
nJ Print apre-populated Annual Report Form 1 Annual Report Count 1 File an
Annual Report I
Corporation Names
Name Name Type
INC MOUNT OLIVE PICKLE LEGAL
COMPANY, INC.
NC MOUNT OLIVE PICKLE pREV LEGAL
COMPANY, INCORPORATED
Business Corporation Information
SOSID: 0099085
Status: Current -Active
Effective Date: 2/25/1926
Dissolution Date:
Annual Report Due Date:
Citizenship: DOMESTIC
State of Inc.: NC
Duration: PERPETUAL
Registered Agent
Agent Name: BRYAN, WILLIAM H
Office Address: ONE CUCUMBER BOULEVARD, CORNER OF
CUCUMBER & VINE
MOUNT OLIVE NC 28365
Mailing Address: P. O. BOX 609
MOUNT OLIVE NC 28365
Principal Office
Office Address: ONE CUCUMBER BOULEVARD, CORNER OF
CUCUMBER & VINE
MOUNT OLIVE NC 28365
Mailing Address: P. O. BOX 609
MOUNT OLIVE NC 28365-5367
//www.secretary.state.nc.us/corporations/Corp.aspx°Pitem[d=4848749 10/13/2010

Narth Carolina Secretary of State Page 2 of 2
Officers
Title: PRESIDENT
Name: WILLIAM BRYAN
Business Address: P. O. BOX 609
MOUNT OLIVE NC 28365
Title:
Name:
Business Address
Title:
Name:
Business Address
Title:
Name:
Business Address:
Stock
VICE PRESIDENT
A.BROCK
P. O. BOX 609
MOUNT OLIVE NC 28365
VICE PRESIDENT
ROBERT FRYE
PO BOX 609
MOUNT OLIVE NC 28365-0609
VICE PRESIDENT
RICHARD BOWEN
P. O. BOX 609
MOUNT OLIVE NC 28365
Class Shares No Par Value Par Value
COMMON 2000000 0
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version: 159
I http://www.secretary.state,nc.us/corporations/Corp.aspx?Pitem[c1=4848749 10/13/2010

iff-tn Uaroltna Jecretary of Jtate
Page I oft
.1
North Carolina
Elaine F. Marshall DEPARTMENT OFTHE
Secretary SECRETARY of STATE
PO Box 29622 RaleiO, NC 27626-0622 (919)e07-2000
EXPRESS
Date: 10/13/2010
NOV 10 2010
Click here to
View Document Filings 1 Sign Up for E-Notifications 1 NC DENR
Print apre-populated Annual Report Form 1 Annual Report Count 1 File an
Annual Report I
Corporation Names
Name Name Type
NC MOUNT OLIVE PICKLE LEGAL
COMPANY, INC.
NC MOUNT OLIVE PICKLE PREY LEGAL
COMPANY, INCORPORATED
Business Corporation Information
SOSID:
0099085
Status:
Current -Active
Effective Date:
2/25/1926
Dissolution Date:
Annual Report Due Date:
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Registered Agent
Agent Name:
BRYAN, WILLIAM H
Office Address:
ONE CUCUMBER BOULEVARD, CORNER OF
CUCUMBER & VINE
MOUNT OLIVE NC 28365
Mailing Address: P. O. BOX 609
MOUNT OLIVE NC 28365
Principal Office
Office Address: ONE CUCUMBER BOULEVARD, CORNER OF
CUCUMBER & VINE
MOUNT OLIVE NC 28365
Mailing Address: P. O. BOX 609
MOUNT OLIVE NC 28365-5367
ttp://www.secretary.state.ne.us"corporations/Corp.asps°PitetnId=4848749 10/ 13/2)

1111 �aiuiuia JCl.1Cl[Ly Vl OWLC
Officers
ra-ezuit
Title:
Name:
Business Address
Title:
Name:
Business Address
Title:
Name:
Business Address:
Title:
Name:
Business Address:
Stock
PRESIDENT
WILLIAM BRYAN
P. O. BOX 609
MOUNT OLIVE NC 28365
VICE PRESIDENT
A.BROCK
P. O. BOX 609
MOUNT OLIVE NC 28365
VICE PRESIDENT
ROBERT FRYE
PO BOX 609
MOUNT OLIVE NC 28365-0609
VICE PRESIDENT
RICHARD BOWEN
P. O. BOX 609
MOUNT OLIVE NC 28365
Class Shares No Par Value Par Value
COMMON 2000000 0
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version: 159
ttp://www.secretary.state.nc.us/corporations/Corp.aspx'Pttemld=4848749 10,113/2010

NUMBER 41
XINA SHEET
R�
.Ex
l7vf-
A,B2 (loins sheet 36) G
N
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Ba NIII
Ra
0
0
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0
N,82
10
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Ilk
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1 2 250

North Carolina
Beverly Eaves Perdue
Governor
WWA
NCDENR
Department of Environment and
Division of Water Quality
Coleen H. Sullins
Director
Mr. BJ Occena; Director of Engineeriong/Maintenance
Mount Olive Pickle Company, Inc.
PO Box 609
Mount Olive, NC 28365
Dear Mr. Occena:
Natural Resources
Dee Freeman
Subject: Request for Additional Information
Stormwater Project No. SW7101110
Mt. Olive Pickle Co. Distribution Center
Warehouse Expansion
Wayne County
The Washington Regional Office received an NPDES Phase II Post Construction Permit
Application for Mt. Olive Pickle Co. Distribution Center Warehouse Expansion on November
10, 2010. A preliminary review of that information has determined that the application is not
complete. The following information is needed to continue the stormwater review:
Please revise the outlet structure orifice size. The outlet structure detail (sheet
C4 of the plans) shows the size of orifice of 2 inches while the calculations and
the wet detention pond supplement shows 2.5 inches.
Please provide more information about vegetative shelf plantings (sheet C4). In
addition to provided information please specify the appropriate planting season,
container size and type, quantity, source of plant materials, soil media
information and topsoil information if topsoil is specified.
3. Provide two copies of signed and sealed revised sheets and requested
document.
The requested information should be received in'this Office prior to November 22, 2010, or the
application will be returned as incomplete. The return of a project w necessitate resu ittal 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 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
North Carolina Division of Water Quality Internet: eww nco,anerquuli1v org
943 Washington Square Mall Phone: [phone] �TOne
Washington, NC 27889 FAX [phone] or�tfhtfC�aNl/'7o/hna.
An Equal Opportunity/Affirmative Action Employer -50%Recyclerl110% Post Consumer Paper NatlfraffiJ

Page 2 of 2
you have any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
Sincerely,
Samir Dumpor
Environmental Engineer
CC: David Criser, PE, Criser, Troutman Tanner Consulting Engineers (PO Box 3727,
Wilmington, NC 28406)
✓Washington Regional Office

TRANSMITTAL LETTER
i
C R I S E R
TROUTMAN
TANNER
ro:
FROM
Samir Dum or
David E. Criser, P.E.
COMPANY:
DATE
NCDENR-Washington Regional Office
November 19, 2010
ADDRESS _
CT TS PROJECTNUMBER
943 Washington Square Mall
6518.00
Washington, NC 27889
PHONE NUMBER
CIARNT'S REFERENCE NUMBER.
RE
Distribution Center Warehouse Expansion
Mount Olive Pickle Company, Inc.
NOV 2 2 2010
Wayne County
CUF'lRANs\BT' ❑ ATTACHED ❑ UNDERSEPAILC['ECOVER ❑ HAND C: IMT iD BN- ❑ UPS/FI?DEK
TIIEFOLI.O\VING: ❑ TRACINGS ❑ PRINTS ❑ INSMC'nONRBPORr ❑ SHUPDRA\MNGS ❑ SPECIEICdTTONs ❑ OTHER
COPIES
DATE
SHEET
No
DESCRIPTION
REb1ARKS
2
C4
PLAN SHEET C4
REVISED
NOTES/COMAIHN'rs
Samir,
As requested in your November 15, 2010 letter we have:
1. Revised the outlet orifice to 2 '/2 inches. See Plan Sheet C4.
2. We have added information on the wetlands plants and planting on Plan Sheet C4.
Thanks for your help on this project.
David
by:
CRISER TROUTMAN TANNER CONSULTING ENGINEERS
Post Office Box 3727 Wilmington, NC 28406 1 3809 Peachtree Ave Suite 102 Wilmington, NC 28403 0 910.39T2929 f 910.397.2971

..�^� I
NCDENR
North Carolina Department of Environment and
Natural Resources
Request for Express Permit Review
FILL-IN all the information below and CHECK the Permit(s) you are
Coordinator along with a completed DETAILED narrative, site plan
of the project location. Please include this form in the application p
For DENR Use
ONLY
Reviewer: RicIW
Submit 3 --
Time
Confers'
for express review. FAX or Email the completed form to Express
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(p)ncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.lee_ a)ncdenr.gov
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.propan�ncdenrgov
• Washington Region -Lyn Hardison 252-946.9215 or lvn.hardison�ncdenrpov
• Wilmington Region -Janet Russell910-350.2004 or janeLrussell�ncdenraov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Permits of request
SW
SW
SW
SW
SW
Project Name: MOUNT OLIVE PICKLE COMPANY DISTRIBUTION CENTER WAREHOUSE EXP County: WAYNE EXPRESS
Applicant: BJ OCCENA Company: MOUNT OLIVE PICKLE COMPANY. INC. EXPRESS
Address: PO BOX609 City: MOUNT OLIVE, State: NC Zip: 28365-_ NOV 10 2010
Phone: [phone], Fax: [phone], Email: [e-mail]
Physical Location:1301 NORTH CENTER ROAD, MOUNT OLIVE, NC 28365 /'� 1
Project Drains into NE CAPE FEAR RIVER waters — Water classification C SW (for classification see-http:/fh2o.enr.statettp:/fh2o.enr.state.nc.tN'msP1 oiikslrEnortsWB.htmI
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters? N , within Y2 mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: DAVID E. CRISER Company: CRISER TROUTMAN TANNER CONSULTING ENGINEERS
Address: PO BOX 3727 City: WILMINGTON, State: NC Zip: 28406-3727
Phone: [phone], Fax: [phone], Email: dcriser@cfen�gineenng.com
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER: _
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ IntermittenUPerennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland ( linear ft o r acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
® High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention_ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit k)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ®Erosion and Sedimentation Control Plan with 14 acres,to be disturbed.(CK #itacb (for DENR use)) 3,9i D
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scopina and express meeting request)
Wetlands on Site ❑ Yes ® No - IBuffer Impacts: ® No ❑ YES: ac re(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No 404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
Received from US ACOE ❑ Yes ❑ No
For DENR use oniv
Fee Solit for multiele oermits: (CheckR
Total Fee Amount
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mal; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$-7
401:
$
LDS
$ ,
Stream Deter,_
$
NCDENR EXPRESS March 2009

TRANSMITTAL LETTER
i
C R I S E R
TROUTMAN
TANNER
TO.
FROM
Lyn Hardison
David E. Criser, P.E.
CONIPAM
DA I
NCDENR-Washington Regional Office
November 8, 2010
ADDRESS
CTI"S PROJECT NUNIB17R
943 Washington Square Mall
6518.00
Washington, NC 27889
PHONE NUNBF_R:
CLIENT'S REFI;RENCE NUMBER.
C
EXY��ypREVS
RE
Distribution Center Warehouse Expansion
NOV 10 21i1J
Mount Olive Pickle Company, Inc.
p'
NC ®ENR
Wayne County.
WLTRANSNfIT ❑ ATTACHED ❑ UNDr.RSHPARVt'I:COVER ❑ HAND CARRIED BY ❑ UPS/FFI EN
'I'IIEFOI.I.ONWNG: ❑ TRACINGS ❑ PRINTS ❑ INSPECIIONREPOR1' ❑ SHOPDRAI%ANGS ❑ SPECIFICATIONS ❑ OTH8R
COPIES
DATE
SHEI-17
NO.
DESCRIPTION
REMARKS
1 ORIG &
1 COPY
STOR\IWATER MANGE\PENT PERMIT
APPLICATION FOR\I
1
CALCULATIONS
1
STORMWATER NARRATIPE(IN CALCS)
1
USGS MAP
2
PLAN SHEETS (CO,C1,C2,C3,C4,C5,C6,C7)
1
PERMIT FEE CHECK ($4,000 EXPRESS)
1
SH\`rf ELEVATION
1
NRCS SOILS NEAP
2
WET DETENTION BASIN SUPPLEMENT
1 ORIG &
1 COPY
WET DETENTION BASIN O&\I AGREEMENT
2
GRASSED SWALE SUPPLE\PENT
Al
bv:
CRISER TROUTMAN TANNER CONSULTING ENGINE S
Post Office Box 3727 Wilinington, NC 28406 1 3809 Peachtree Ave Suite 102 Wilmington, NC 28403 p 910.397.2929 f 910.39T2971

I ORIG &
1 COPY
GRASSED SWALE O&M AGREEMENT
1
CURRENT DEED
1
SECRETARY OF STATE VERIFICATION
NOTES/CODINIFNTS
Lyn,
Thanks for your help on.this project.
Dax id

F C'L\ vE Cc . -IS
STORMW TER SUBMITTAL WET DETENTION PONDIREMENTS 11_`�_ iQ
IV
VI
Objective SW —] 10 � �\ O
A. Collect all runoff from all BUA (proposed and/or existing and/or offsite) as the case may be,
by any means including piping or swales, and direct it to the pond.
B. Check the proposed pond design to make sure it meets or exceeds the minimum design
criteria for surface area, volume and drawdown.
What makes up a complete wet detention pond application package?
A. Two sets of sealed, signed & dated layout & grading plans with appropriate details.
(Additional sets of plans may be requested for projects in certain counties)
B. Completed application with supplement(s), SWU-101, SW401-Wet Pond, and inspection and
maintenance agreements.
C. Deed restriction document, if applicable (for subdivisions & projects with out parcels)
D. Sealed, signed & dated calculations.
E. Estimated seasonal high water table elevation at all pond locations.
F. Chlorides test results must be provided if the project is within Y mile of SR waters (Phase 11).
(This is only required to test out of SR water treatment requirements)
BIMS entry (for DWQ use only)
Enter & track application acknowledged date, review date, add info requested/received dates, permit
issue dates, and drainage area info. Best done after the add info letter is written and before sending
permit up for signature.
Shell documents (for DWQ use only)
Permit shells: s:\wqs\stormwater\shells\highcom pond
s:\wqs\stormwater\shells\highsubpond
s:\wqs\stormwater\shells\HDhybrid
Spreadsheet: s:\wqs\stormwater\excel spreadsheets\pond
Review Procedure
A. APPLICATION
1. An original signature is required. Photocopied signatures cannot be accepted.
2.✓A completed wet detention pond supplement and a signed, dated and notarized wet
detention pond Inspection and Maintenance Agreement with an original signature.
3. The numbers on the supplement match up to the numbers used in the calculations and
shown on the plan details.
4. v Built -upon areas are reported in square feet in Section 111.6.
5. /Receiving stream name and classification. This is important because in the non -Phase
II counties, a wet pond cannot be used on a project that is within'/z mile of and draining
/to SA waters. For Phase II, a wet pond is allowed within '/z mile of SA waters.
6. ✓ Section III.6 is filled in -cannot be left blank. One column must be filled in for each
/proposed wet pond.
7. I/ If the applicant is a corporation, partnership or LLC, look it up on the Secretary of State
Corporations Database. Make sure corporation is spelled correctly (capitalization and
punctuation matter) and that the person signing the application is at least a vice-
president in the corporation, a General Partner in the partnership, a member in a
member -managed LLC, or the manager of a manager -managed LLC. Need
documentation to support if the Articles of Incorporation do not list the members or
managers of the LLC. If an agent signs, then a letter of authorization is needed from the
president, vice president, general partner, member or manager.
8.�1/�For subdivided projects, a signed and notarized deed restriction statement must be
provided.

Wet Detention Pond, cont.
B. CALCULATIONS
T
V
2 1.
The orifice is sized based on drawing down the calculated minimum volume in 2-5
days. The average head to use in the orifice equation is approximately one-third of
the distance between the permanent pool elevation (PPE) and the elevation of the
next available outlet above the permanent pool. The elevation of the next available
outlet must be either the elevation where the minimum volume is provided, or it can
be higher. The temporary pool elevation (TPE) to report on the supplement will be
ti-le elevation of the next available outlet above the PPE. The temporary pool volume
(TPV) to report on the supplement is the volume between the specified PPE and the
2.a PE.
For Phase II that are within'/2 mile of and draining to SR waters, the
projects
difference in runoff from the predevelopment and post -development conditions for
the 1 year 24 hour storm must be controlled and treated.
3.
For Phase II projects, the discharge rate leaving the pond can be no more than the
pre -development discharge rate for the 1 year 24 hour storm.
4.
For Phase II projects draining to SA water, no discharge to surface waters may occur
from wet ponds. The discharge leaving the orifice must be effectively infiltrated prior to
reaching surface waters.
5.
The average pond depth is the permanent pool volume divided by the permanent pool
surface area. The result must be between 3 ft. and 7.5 ft. Parts of the pond can be
deeper than 7.5 ft., but in no case can any part of the pond be less than 3 ft deep.
6.
If the 85% TSS chart is used a 30' vegetated filter must be provided at the outlet of the
pond. If the 90% TSS chart is used, no filter is required.
7.
Use the correct SA/DA TSS chart from the BMP Manual noting that there are different
charts for different areas of the State.
8.
Required surface area at permanent pool.
9.
Provided surface area at permanent pool (Based on pond dimensions)
10.
Required volume calculation based on 1.5" storm for Phase II projects' and 1" storm for
all others projects. 'unless the project is Phase II and within ''/z mile of and draining to
SR waters then the volume calculation must be based on difference between the pre
and post development conditions for the 1-yr 24-hr storm-
11.
Table of elevations, areas, incremental volumes and accumulated volumes for overall -
pond and for forebay, to verify volumes provided.
12.
Forebay designed to hold 20% of the permanent pool volume. (Range of 18%-22%
OK.)
13.
Non -erosive flow for 10 yr. storm in the vegetated filter, if using 85% TSS.
14.
The seasonal high water table must be at or below the proposed permanent pool
elevation to assure that the necessary volume will be available above the permanent
pool.
15.
Rounding numbers off during the calculation process can result in deficiencies. Do not
round the numbers until you get to the final result.
16.
An additional one foot must be excavated below the bottom elevation of the pond. The 1
foot sediment accumulation depth is not included in the average depth calculation.
Sec-- /L,—Jes
5 /D,
2_0
�oV
n, d ! `u
'f4__7P
""_0( C�0%
4 3, o

Wet Detention Pond, cont.
C. PLANS- Due to storage space constraints, plan sheets should be kept to a minimum. For
small commercial single wet pond projects, the plan set could consist of only 2 or 3 sheets,
layout, grading and details. For larger projects, show as much information as possible on as
few sheets as possible, without cluttering them up.
1. ✓Development/Project Name
2. ✓Engineer name and firm.
3..YLegend
4. /North Arrow
5. ✓Location Map with nearest intersection of two major roads shown. Major road is any 1,
2, or 3 digit NC, US or interstate highway.
6Scale- standard engineering scale, no off-the-wall stuff.
7. ✓Date
8. ✓Revision number and date, if applicable.
9. i/Original contours, proposed contours, spot elevations, finished floor elevations, pipe
� nverts, swale inverts, etc.
10. Existing drainage (piping, swales, ditches, ponds, etc.), including off -site. Include a map
delineating the offsite drainage areas.
11. pproperty/Project boundary lines, bearing & distances.
12. Mean High Water Line or Normal High Water Line, if applicable.
13.v/The permanent pool elevation must be above the SHWT and above the lowest
elevation of adjacent wetlands. Evaluate the need for a liner and/or berm/slurry wall to
✓prevent dewatering the wetland.
14. Drainage easement widths, pipe sizes and swale inverts are provided.
15.V/Wetlands delineated, or a note on the plans that none exist. Get a copy of the wetlands
delineation map signed by the Corps of Engineers, or have the applicant include a copy
of the unsigned delineation map submitted to the Corps. Wet ponds may not be located
16.✓in wetlands unless a permit to fill those wetlands has been obtained.
Details for the roads, parking, cul-de-sacs, including sidewalk width, radii, dimensions &
slopes.
17WRpartment / Condo development- Provide a typical building footprint with dimensions
and note all concrete and wood deck areas.
18.`/The drainage area for each wet pond is clearly delineated and numbered to match up to
the calculations and supplement. Drainage area delineation is best done as a separate
plan sheet.
19.VA pond section detail to include the forebay, a 10 foot wide vegetated shelf, pertinent
elevations for the bottom, permanent pool, temporary pool, and SHWT, 3:1 slopes
above the permanent pool, and the weir elevation between the main pond and the
forebay.
20 ✓The 10 vegetated shelf extends 6" below and 6" above the permanent pool elevation.
21. ✓An outlet structure detail showing a trash rack with <_6" square openings, the necessary
orifice invert elevation (i.e., the permanent pool), orifice size and temporary pool
elevation.
22.�Dimensions for each line and arc formed by the permanent pool contour.
23�% ere the 85% TSS chart was used, a 30 ft. vegetated filter strip is required to be
shown on the plans & detailed (elevations, inverts, slopes, and flow spreader
/mechanism). Please note that the filter strip is not a ditch.
24. �/ A forebay is provided for each inlet and located so as to prevent short-circuiting.
25.. /The pond must have a minimum 1.5:1 length to width ratio and a minimum 3:1 flow path
length. Artificial "baffles" of timber, vinyl, or earth can be used to create a longer flow
path. The top elevation of the baffle should be set at the temporary pool elevation or
higher.
26VA Vegetation plan is specified for the pond, including slopes. Wetlands species are
listed for planting on the 10:1 shelf. Weeping Love Grass is not suitable as a permanent
vegetated cover for pond slopes.
27.✓All roof drainage must be directed to the pond. Show the roof drain collection lines on
the plan. This is necessary for projects where the buildings back up the property lines
where roof drainage may leave the site prior to going through the pond.
\h3�f OUT o iJP� in v��y

EXPRESS
NOV 10 2010
NCDENR STORMWATER MANAGE D�1EPhER� IT APPLICATION FORM
uv�iii rLa'ifi
401 CERTIFICATION APPLICATION FORM
GRASSED SWALE SUPPLEMENT
This form must be filled out, printed and submitted.
Permit Number
(to be provided by DWQ)
Q�0f WA7fgO
v� 9
� r
o �
The Required Items Checklist (Part 111) must also be filled out, printed and submitted along
ng with all of the required information.
Project name
Contact name
Phone number
Dale
Drainage area number
David E. Crier
910-397-2929
November 1.2010
n Center Warehouse
(II. DESIGN INFORMATION : ' =� 'ti
f -_
_ ::�•-w' - I
Site Characteristics
2c1�
Drainage area
Impervious
520,627.00 ff2�
205,320.00,ft
Z�j
area
p
Percent impervious
39.4'/,' %
D�
Design rainfall depth
1.50 inch
G
Peak Flow Calculations
10-yr storm runoff depth
/ in
10-yr storm intensity
5.49 'm/hr
Post -development 10-yr storm peak flow
26.97 fl3/sec
Velocity
Maximum non -erosive velocity (peak 10-year storm)
9.50 ft/sec
Soil characteristics (enter Y below)
Sand/silt (easily erodible)
x
Clay mix (erosion resistant)
Grass Type (enter'x' below)
Bermuda
x
Tall fescue
x
Bahiagrass
Kentucky bluegrass
Grass -legume mixture
Swale type: Fill out one of the options below:
_
Option 1 Curb Outlet Swale:
(Y or N)
Maximum velocity
Side slopes
:1
Swale length
fl
Option 2: Conveyance Swale Seeking Pollutant Credit:
y '(Y or N)
Maximum velocity for 10-yr storm
0.92 fVsec OK
Side slopes
5.00 A OK
Swale length
1,964.00 'fl OK
Form SW401-Grassed Swale -Rev 3
Parts I and II. Protect Design Summary. Page 1 of 2

• > . Permit
(to be provided by DWQ)
Swale Characteristics
Swale Shape: Enter an Y In the appropriate cell below:
Trapezoidal x
Parabolic
V-shaped
Width of the bottom of the Swale 10.00 It
Width of the top of the Swale 32.00 It
Additional Information
Is the swale sized for all runoff from ultimate build -out?
y (Y or N)
OK
Is the BMP located in a proposed drainage easement with a
n (Y or N)
Insufficient ROW location.
recorded access easement to a public Right of Way (ROW)?
What is the distance from the bottom of the Swale to the SHWT?
4.59 ft
OK
What is the ground level elevation?
162.70 fmsl
What is the elevation of the bottom of the Swale?
159.09 fmsl
What is the SHWT elevation?
154.50 fmsl
What is the longitudinal slope of the Swale?
0.03 %
OK
What is the depth of freeboard?
1.29 It
OK
Form SW401-Grassed Swale -Rev 3 Parts I and 11 Project Design Summary, Page 2 of 2

4
Moore, Bill
From: Moore, Bill
Sent: Thursday, August 09, 2018 10:17 AM
To: 'Kevin Campbell'
Cc: Dumpor, Samir 7 3o I Al Ce^ 7L Ste'
Subject: State Stormwater Permit - Mt Olive Pickle
Attachments: SW7101110 Modification - Mount Olive Pickle Company Distribution Center Warehouse
Expansion - Wayne Co - wetpond - Phase H - 01212011.doc
Good Morning Kevin,
Per our phone conversation, please find attached a copy of the state stormwater permit that was issued for the wet
pond located on the West side of the distribution warehouse. The permit was originally issued 11/23/2010; then
modified O1/21/2011. The primary reason for the modification was the addition of a fire access lane. The large pond
located at the intersection of NE Church Rd & N Center Street was not a part of this state stormwater permit. The (2)
smaller ponds located along NE Church Rd were not shown our plans; not sure why, or who approved these ponds. The
plans & design calculations in our file provide more detail about the allowable built -upon areas, and show how
the drainage areas are routed to the (2) ponds. A hard copy of the permit and approved plans should have been sent to
Mt Olive Pickle at the time the permit was issued. If you cannot find your copies, we can arrange for you to get copies
from our files.
I will call to arrange a site visit the week of August 20 to inspect the stormwater ponds and discuss the proposed parking
lot additions. We can also review your Federal stormwater permit NCG060366. Look forward to meeting with you
then.
k_e,, c« ^,,P6e_H �9%> z1 z - 75--os

1 -
Central Files: APB SWP_
3/15/2016
Permit Number
CSW7101110:
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active Major modification
Permit Type
M/JCi'
l/" (�
ersion Permit Classification
Slate Stormwater
1.10 Individual
Primary Reviewer
samir.dumpor
�-
� /
, %74
Permit Contact Affiliation
George Atkinson
/��p• G Ors
Coastal SWRule C�Y ,
Coastal Stormwater - 1995 PO Box 10249
Goldsboro NC 27532
Permitted Flow
Facility
Facility Name MajorlMinor Region
Mount Olive -Pickle Company _ Minor Washington
Location Address/ 1 / p�-7 County
'fir T Sz.J rLa� /'i• CeHYe']� � �t/� G'h Y.•: i�eC Wayne
n e✓
Facility Contact Affiliation
Mount Olive NC 28365
Owner
Owner Name Owner Type
Mount Olive Pickle Company
p y Non -Government
Owner Affiliation
William H. Bryan
CPO Box 609
Dates/Events Mount Olive NC 28365
Scheduled
5—rig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
C11/23/2010 12/1712010 1/21/2011 1/21/2011 12/31/2021
Regulated Activities / Requested /Received Events
State Stormwater - HD _Detention Pond 1 Deed restriction requested
Deed restriction received
Engineer/tech specialist certification received 11/8/11
Outfall
Waterbody Name Streamindex Number
Current Class Subbasin
Sr {e l tAeei-�J v- 5Cp

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Central Files: APS _ SWP _
3/15/2016
Permit Number ; NCG500674
Permit Tracking Slip
Program Category
to us Project Type
" NPDES WVV
Adi New Project
i Permit Type
Verewn Permit Classification
CNon-contact Cooling, Boiler Blowdown Wastewater Discharge CDC
t1.00 CDC
Primary Reviewer
Permit Contact Affiliation
john.hennessy
Coastal SWRulo
Permitted Flow
Facility
Facility Name Major/Minor Region
Mt. Olive Pickle Company Distribution Center Warehouse Minor Washington
Location Address County
1301 N Center St Wayne
Mount Olive NC 28365
Owner
Owner Name
Mt Olive Pickle Company Inc
Dates/Events
Scheduled
7 rig Issue App Received Draft Initiated Issuance
1/15/2016 11/4/2015 11/9/2015
Regulated Activities
Non -contact cooling water, condensate
Outfall 001
Facility Contact Affiliation
Owner Type
Unknown
Owner Affiliation
Berjoe Occena
f301 N Center St
Mount Olive NC 28365
Public Notice Issue Effective Expiration
1/15/2016 1/15/2016 7/31/2020
Requested/Received Events
RO staff report received 12/29/15
RO staff report received 12/29/15
Waterbody Name Streamindex Number Current Class
Northeast Cape Fear Rive) 18-74-(1) C;Sw
�e'�So Cco/s+f ��*n+- �� fe ct. rt `yes
Subbasin
03-06-21
/ / r-A­ 7/ x'

A(GG 061 -- ),'ZI, J /i-0cJ--<71s
Central Files: APS _
Permit Number C NCG060366
Program Category
NPDES SW
Permit Type
Food/Tobacco/Soaps/Cosmetics/Public Warehousing Stormwater Discharge COC
Primary Reviewer
julie.ventaloro
Coastal SWRule
Permitted Flow
Facility
Permit Tracking Slip
Status
Project Type
(Active
New Project
Version
Permit Classification
(1.00
COC
Permit Contact Affiliation
Facility Name Major/Minor Region
Mt. Olive Pickle Company Distribution Center Warehouse Minor Washington
Location Address County
1301 N Center St Wayne
Mount Olive NC 28365
Owner
Owner Name
Mt Olive Pickle Company Inc ,
Facility Contact Affiliation
Owner Type
Unknown
Owner Affiliation
9edoe Occena
1301 N Center St
Dates/Events Mount Olive INC 28365
Scheduled
brig Issue App Received Draft Initiated Issuance Public Notice Issue Effective 'Expiration
�12/1612015 11/3/2015 12/16/2015 12/16/2015 10/31/2017
Regulated Activities Requested /Received Events
Food and kindred products manufacture RO staff report requested 11/13/15
RO staff report received
Outfall 001
Waterbody Name Streamindex Number Current Class Subbasin
'.Northeast Cape Fear River',, 18-74-(1) C;Sw 03-06-21

•/ Central Files: APS _ SWP
�( / 2112/2016
r'ormit Number NC0001074 g` fao �70.•� t"� M f(($o I �V Permit Tracking Slip1.
Program Category
NPDES WW
Permit Type
Industrial Process & Commercial Wastewater Discharge
Primary Reviewer
P?
gil.vinzani
(,4:.JnIQ7 067-a'1P
Coastal SWRule 7-
Permitted Flow
400,000
Facility
Status
Project Type
Active
Renewal
• Version
Permit Classification
' 3.00
Individual
Permit Contact Affiliation
A Douglas Brock
PO Box 609
Mount Olive
NC 28365
Facility Name
Major/Minor Region
Mount Olive Pickle Company
Minor Washington
Location Address
County
Vine St
Wayne
Facility Contact Affiliation Mount Olive NC 28365
q <j/O>
Owner \( DU v� yYoo� ZO2j"-3s
Owner Name Owner Type
Mount Olive Pickle Company Non -Government p �+
Owner Affiliation
fyV1 William H. Bryan
PO Box 609
Dates/Events
Mount Olive NC 28365
Scheduled
Ong Issue App Received Draft Initiated
Issuance Public Notice
Issue . Effective on
4/30/1982 6/28/2010 12/15/2010
6/19/2011 5/5/2011
6/22/2011 8/1/2011 6
Regulated Activities
Requested /Received Events
Non -contact cooling water, condensate
EPA review received 5123111
Vegetable & fruit processing
Outfan 001
35'.tI.S3, '78.o3.3S
f'ttl,. tN
�
D Vt
Waterbody Name
Streamindex Number.
Current Ctass Subbasin
Barlow Branch
18-74-2
C:sw 03-06-21
JJ
Outfall 002 4bN - (oh��C.J"
�.e el: 1. WJ�
Waterbody Name
Streamindex Number
Current Class Subbasin
Barlow Branch L !1. _
18-74-2
C'Sw. 03-06-21
/vto>'tl�y6 Lis.�f R'r�Vfs'
��p
Z4
�61/urio�er
/�Z�(/6 �/,r
i3, asf �z6rz-
cJ Y
O
HHa _ 7�
/d

JL;
Y2 3N
z b Y
'InM s3

Central Files. APS _ SWP- _
3/15/2016
Permit Number CNC0001074 D
Permit Tracking Slip
Program Category
Status Project Type
�J NPDES WW
Active Renewal
Perm it Type
Version Permit Classification
Industrial Process & Commercial Wastewater Discharg2)
3.00 Individual
Primary Reviewer
Permit Contact Affiliation
gil.vinzani
A Douglas Brock
Coastal SWRule
PO Box 609
Mount Olive NC 28365
Permitted Flow
400,000
Facility
Facility Name Major/Minor Region
Mount Olive Pickle Companya !n7 Minor Washington
Location Address County
Vine St in-1�'�5 e.�7lcl„� t'"//aAe :'�C✓/rr ��
Wayne
Facility Contact Affiliation
Mount Olive NC 28365
Owner
Owner Name Owner Type
Mount Olive Pickle Company Non -Government
Owner Affiliation
William H. Bryan
PO Box 609
Dates/Events Mount Olive NC 28365
Scheduled
COrig Issue App Received Draft Initiated Issuance Public Notice Issue Effective `Expiration`
4/30/1982_ 6I28/2010 12/15/2010 6/19/2011 5/5/2011 6/22/2011 8/l/2011 7/31/2016D
Regulated Activities Requested /Received Events
Non -contact cooling water, condensate EPA review received 5/23/11
Vegetable & fruit processing
Outfall 001
Waterbody Name Streamindex Number Current Class Subbasin
(Barlow Branchh 18-74-2 C;Sw 03-06-21
COutfall 002�
Waterbody Name Streamindex Number Current Class Subbasin
Barlow Branch 18-74-2 C;Sw 03-06-21

-# r (Al Z lv7t 0/, V 7
Permit Number : NCG600037
Program Category
-.-/ NPDES VVW
Permit Type
Non -contact Cooling, Boiler Blowdown Wastewater Discharge CDC
Primary Reviewer
chades.weaver
Coastal SWRule
Permitted Flow
Facility
Central Files: APS _ SWP _
3/15/2016-
Permit Tracking Slip _
" Status
Project Type
Active_
. Renewal
Version
Permit Classification
5.00
COC
Permit Contact Affiliation
Facility Name Major/Minor Region
Mount Olive Pickle Co - Hwy 55 Minor Washington
Location Address ` �Or/ County
401 NC Hwy 55 W jh'LCY�.c77N'- sr �7 r� ! Wayne
Facility Contact Affiliation
Mount Olive NC 28365 A Douglas Brock
Owner
PO Box 609
Mount Olive NC 28365
Owner Name Owner Type
Mount Olive Pickle Company Non -Government
Owner Affiliation
William H. Bryan
PO Box 609
Dates/Events Mount Olive NC 28365
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/27/1993 10/19/2015 10/19/2015 10/19/2015 7/31/2020
Regulated Activities Requested /Received Events
Non -contact cooling water, Condensate
Outfall 001
Waterbody Name Streamindex Number Current Class Subbasin
,Thunder Swamp 27-54-5-1 C;NSW 03-04-12

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