SW8921003_Historical File_19990722

Stat'e�bf North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
Ms. Joan U. Allgood, V.P.
Developers Diversified Realty Corporation
34555 Chagrin Boulevard
Chagrin Falls, OH 44022
Dear Ms. Allgood:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 22, 1999
Subject: Permit No. SW8 921003MOD
Wal-MartlWolverton & Associates, Inc.
High Density Stormwater Project
Onslow County
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Wal-Mart/Wolverton
& Associates, Inc. on June 29,1999. Staffreview ofthe plans and specifications has determined that the project, as proposed,
will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8
921003MOD dated July 22, 1999, for the construction of Wal-Mart/Wolverton & Associates, Inc..
This permit shall be effective from the date of issuance until July 22, 2009, 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 Scott Vinson; or me. at (910)
395-3900.
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/sav: S:1WQSISTORMWATIPERMIT1921003.JUL
cc: John L. Pierce, P.L.S.
Corann Harper, Onslow County Inspections
Scott Vinson
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State Storrnwater Management Systems
Permit No. SW8 921003MOD
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other
applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Developers Diversified Realty Corporation
Wal-MardWolverton & Associates, Inc.
Onslow County
FOR THE
construction, operation and maintenance of a detention pond in compliance with the provisions of 15A NCAC 2H .1000
(hereafter referred to as the "stormwater rules') and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water Quality and considered a part of this
permit.
This permit shall be effective from the date of issuance until July 22, 2009 and shall be subject to the following specified
conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the application and
other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page 3 of this
permit, the Project Data Sheet. The stormwater control has been designed to handle the runofffrom 959,246 square
feet of impervious area.
Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved plans.
2

State Stormwater Management Systems
Permit No. SW8 921003MOD
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Wal-Mart/Wolverton & Associates, Inc.
Permit Number:
SW8 921003MOD
Location:
Onslow County
Applicant:
Mr. Joan U. Allgood, V.P.
Mailing Address:
Developers Diversified Realty Corporation
34555 Chagrin Boulevard
Chagrin Falls, OH 44022
Application Date:
June 29, 1999
Water Body Receiving Stormwater Runoff: Northeast Creek, White Oak River Basin
Classification of Water Body:
"SC"
If Class SA, chloride sampling results:
n/a
Pond Depth, feet:
6.0
Permanent Pool Elevation, FMSL:
39.0
Total Impervious Surfaces, ft2:
959,246
Outparcels, ft2
Included in Total Impervious Surfaces
Future, ft2
n/a
Offsite Area entering Pond, ft2:
None, per Engineer
Required Surface Area, ft2:
55,358
Provided Sur -face Area, ft2:
57,000
Required Storage Volume, W:
76,520
Provided Storage -Volume, W:
93,581
Temporary Storage Elevation, FMSL:
40.5
Controlling Orifice:
Marley Pump Co. Hydromatic Model S3HX
Submersible, 100GPM, 1T TDH
N 3

State Stormwater Management Systems
Permit No. SW8 921003MOD
H. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's entirety, vegetated and operational for its intended
use prior to the construction of any built -upon surface except roads.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
3. All connections into the stormwater system from future areas/outparcels shall be made such that short-circuiting of
the system does not occur.
4. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes. in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
h. Check pond water level and verify pumps are operational weekly. Have one spare pump available on site.
5. Records of maintenance activities must be kept and made available upon request to authorized personnel of DWQ.
The records will indicate the date, activity, name of person performing the work and what actions were taken.
6. Decorative spray fountains will not be allowed in the ponds.
7. The facilities shall be constructed as shown on the approved plans. This permit shall become voidable unless the
facilities are constructed in accordance with the conditions ofthis permit, the approved plans and specifications, and
other supporting data.
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 penTiit, the approved plans and specifications,
and other supporting documentation. Any deviations from the approved plans and specifications must be noted on
the Certification.
9. A copy of the approved plans and specifications shall be maintained on file by the Permitteb for a minimum of ten
years from the date of the completion of construction.
10. Prior to the sale of any portion of the property, an access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale of any portion of
the property.
11. The permittee is responsible for verifying that the proposed built upon area does not exceed the allowable built -upon
area.
12. 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.
4

State Stormwater Management Systems
Permit No. SW8 921003MOD
13. Deed restrictions must be recorded prior to the sale of any outparcel or future area shown on the approved plans to
ensure that future owners are made aware of the built -upon area limitations. The following statements must be
recorded:
"To ensure continued compliance with the NC Division of Water Quality Stonmwater Management Permit
Regulations, 15A NCAC 2H.1000, the built -upon area for outparcel(s) and future areas is limited to what
is shown on the approved plans, inclusive of that portion of the right-of-way between the front lot line and
the edge of the pavement, structures, pavement, walkways of brick, stone, slate, but not including wood
decking or the water surface of swimming pools."
"All built -upon area from the outparcel or future area must be directed into the permitted stormwater control
system."
'Built -upon area in excess of the permitted amount will require a permit modification."
"The connection into the stormwater control shall be made such that short-circuiting of the system does not
occur."
14. A copy of the recorded deed restrictions must be submitted to the DWQ within 30 days of the date of the recording.
The recorded copy must be signed by the permittee, dated, stamped with the deed book number and page, and bear
the stamp of the Register of Deeds.
15. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification to the permit.
16. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written time
schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide copies
of revised plans and certification in writing to the Director that the changes have been made.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event thcre is a desire for the facilities to change ownership, or there is a name
change of the Permittee, a formal permit request must be submitted to the Division of Water Quality accompanied
by an application fee, documentation from the parties involved, and other supporting materials as maybe appropriate.
The approval of this request will be considered on its merits and may or may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to enforcement
action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6A to 143-
215.6C.
k

State StoFrnwater Management Systems
Permit No. SW8 921003MOD
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which maybe imposed by other government agencies (local, state, and federal) which have
jurisdiction.
4. .1r. the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such as the
construction of additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property for the purpose of inspecting all components of
the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit
modification, revocation and reissuance or termination does not stay any permit condition.
Permit issued this the 22nd day of July, 1999.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 921003MOD
Ci

State Stormwater Management Systems
Permit No. SW8 921003MOD
Wal-Mart/Wolverton & Associates, Inc.
Stormwater Permit No. SW8 921003MOD
Onslow County
Designer's Certification
I, . as a duly registered in
the State ofNorth Carolina, having been authorized to observe (periodically/weekly/full time) the construction ofthe 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.
I have checked the items listed on Page 2 of this form as a part of this Certification.
Noted deviations from approved plans and specification_
Signature
Registration Number
Date
SEAL
7

State Stormwater Management Systems
Permit No. SW8 921003MOD
Certification Requirements:
1. The drainage area to "le 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. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Corann Harper, Onslow County Building Inspector
1% 8

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LE2lM OF PROPOSED WROVEMMS
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APR 12 2013
BY:
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Wal-Mart- Jacksonville
Onsiow County
Storrnwater Protect No. SW8 9? 100 i
Designer's Certification
l Frederick E. Cone ,asadUlyregistemd Professional Engineer
the State ofNoilh Carolina, a
having been ujn
of the project, authorized in
time) the construction
Wal-Mart Jacksonville Storriwater Permit No.SW8 921003
for _Developers. Diversified Realty Co<1Proj6ct Owner) hereby state that, to the best of m abi i '
es
due care and diligence was used in the observation of the project const�vetjon such that the constl action was.
observed to be built within substantial compliance and intent of the approved plans and specifications.
Required Items to be checked for this cerHication to be considered complete are on page 2 of this form,
Noted deviations from approved plans and specifications:
Signature.r;�„
Registration Number. ' tj C q 4-s-D
Date 6 -- n O 6
cc: NCDENR DWQ Regional Office
Citv.of Jacksonville Building.Inspector
1E 1M.
V
APR 122013 � 11

;r
Certification Requirements:
The drainage area to the system contains approximately the permitted acreage.
r�r
The drainage area to the system contains nornore than the permitted amount of built -upon area.
All the built -upon area associated with the project is graded such that the runoff drains to the
system.
4, The outlet/bypass structure elevations are per the approved plan.
5. The- outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
All slopes are grassed with permanent vegetation.
"'8. Vegetated slopes are no steeper than 3:1,
~9. The inlets are located per the approved pl axis and do not cause short-circuiting of the system.
] 0. The permitted amounts of surface area and/or volume have been provided,
' 11 Required drawdown devices are correctly sized per the approved plans,
/
12. All required design depths are provided.
All required parts of the system are provided, such as a vegetated shelf, and a forebay.
14. The overall dimensions of the system; as shown on the approved plans, are provided.
S:\WQS\STORMWAT\FORMS\921003.MA.R
cc: NCDENR-DWQ
City of Jacksonville Building Inspector
4

Permit No. � o'"r
10 e provided y 4
State of North Carolina
]Department of'Environment and Natural Resources
]Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET (DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management pan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
I. PROJECT INFORMATION (please complete the following information):
Project Name : Walr-)Mart/Wolverton & Associates Inc.
Contact Person: John L. Pierce Surveying Phone Number:, [phone]
For projects with multiple'basins, specify which basin this worksheet applies to:
Basin Bottom Elevation
33
ft.
(average elevation of the floor of the basin)
Permanent Pool Elevation
39
ft.
(elevation of the orifice)
Temporary Pool Elevation
40.5
ft.
(elevation of the discharge structure overflow)
Permanent Pool Surface Area 57, 000
sq. ft.
(water surface area at the orifice elevation)
Drainage Area
25.20 _.
ac.
(on -site and off -site drainage to the basin)
Impervious Area
22.00
ac.
(on -site and.off-site drainage to the basin)
Permanent Pool Volume
270,990
cu. ft.
(combined volume of main basin and forebay)
Temporary Pool Volume
90,225
cu- ft.
(volume detained above the permanent pool)
Forebay Volume
78,°1x04
cu. ft.
;r>.d F ?1A'gg7
e44
SA/DAI used
5.02
(surface area to drainage area ratio)
Diameter of Orifice
N/A
in. *PUMPED
@ 100 GPM
Design TSS Removal
90%
%
(85% TSS removal required, see item k below)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per' the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Vt
Form SWU-102 Rev 1/August 1999 Page.: of APR 12 02,013
BY:

Is
a. The temporary pool controls runoff from the 1 inch storm event.
b. The basin length to width ratio is greater than 3: 1.
c. The basin side slopes above the permanent pool are no steeper than 3: 1.
d. A submerged and vegetated perimeter shelf at less than 6:1 is provided (show detail).
e. Vegetation above the permanent pool elevation is specified.
f. An emergency drain is provided to empty the basin. ( PORTABLE PUMP)
g. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
h. The.temporary pool draws down in 2 to 5 days.
i. A trash rack is provided for both the overflow and orifice.
j. The forebay volume is approximately equal to 20% of the total basin volume.
k. Sediment storage is provided in the permanent pool.
1. A 30=foot vegetative filter is provided at the outlet2 (include erosive flow calculations)
in. Recorded drainage easement for each basin including access to nearest right-of-way.
n. A site specific operation and maintenance (O&M) plan is provided.
o. A vegetation management/mowing schedule is provided in the O&M plan.
p. Semi-annual inspections are specified in the O&M plan.
q. A debris check to be performed after every storm event is specified in the O&M plan..
r. Specific clean -out benchmarks are specified in the O&M plan (elevation or depth).
s. A legally responsible party is designated in the O&M plan3 (include name and title).
t. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin.
Footnotes:
1 When using the Oivoision SAJDA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
/o
actual impervious and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 The requirement for a vegetative filter may be waived if the wet detention basin is designed to meet 90% TSS removal.
3 The legally responsible party should not be a homeowners association unless more than'50% of the lots have been sold and a
resident of the subdivision has been named the president.
Ili. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, forebay, non-integrated pretreatment
systems (pretreatment other than forebays), and the vegetated filter if one is provided.
This system (check one) p does (does not incorporate a vegetated filter.
This system (check one) ❑ does ❑ does not incorporate non-integrated pretreatment.
Maintenance activities shall be performs as follows:
1. After every significant runoff producing rainfall event and at least monthly:
Form SWU-102 Rev 1/August 1998 Page 2 of

a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, grass
cover, and general condition.
b. Check and clear the orifice of any. obstructions such that drawdown of the temporary pool occurs within
2 to 5 days.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth. Removed sediment shall be disposed of in an appropriate
manner and shall not be handled in a manner that will adversely impact water quality (i.e. stockpiling near a
wet detention basin or stream, etc.).
The original design depth is:.
The sediment removal benchmark depth is: 4.51
5. Remove cattails and other indigenous wetland plants when they cover 75% of the basin surface. These
plants shall be encouraged to grow along the basin perimeter.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
7. AlI components of the wet detention basin system shall be maintained in good working order.
8. Check pond water level and verify pumps are saperatinally weekly. Have one spare pump
available on site.
I acknowledge and agree by my signature below that I am responsible for the performance of the above
maintenance procedures. I agree to notify DWQ of any problems with the system or changes in the name of the
project, responsible party, or address.
Print name: Joan U. Allgood, Vice President/Developers Diversified Realty Corporation
Address: 84555�,CbagrO Blvd._; Chagrin Falls. 0H 44022
Phone:=_ (440.247-9867
Title: Vice President
SignE
Date:
I, } I, 0 ,Tfe r.E& AK- , a Notary Public for the State of 04/0 ,
County of r1j yl,¢ ft A-, do hereby certify that , IDAA j� , A LL&MA
personally appeared before me this _ day of in PrkZ14 , l9 qq , and acknowledge the
due execution of 'the forgoing infiltration system maintenance requirements. Witness my hand and official seal,
SEAL
My co Sion expires is
Notary Public - State of Ohio
MY Commission Expires Pec. 29, 2'001
Form SWU-102 Rev 1/August i998 Page 3 of

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114

JOHN L. PIERCE - SURVEYING
Land Surveying - Land Planning - Mapping
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, N.C. 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
TO Ms. Linda Lewis
N.C. Department of Environment and
Natural esources
127 North Cardinal Drive
Wlmington;'NC 28405
WE ARE SENDING YOU
❑ Drawings ❑ Attached ❑
❑ Copy of Letter ❑ Prints ❑
❑ Change order ❑
RECEIVE
JUN Q 9 1999
BY:
letter of transmittal
DATE JOB NO.
ATTENTION
Linda
RE
Wal-Mart Expansion
Stormwater Project No. SW8 921003MOD
Under separate cover via
Plans ❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NUMBER
DESCRIPTION
2
1
CQDV of a highlighted "11
1
Copy of your letter dated June
Letter from Engineer Frederick E. on
1
Sealed "Stormwater Detention;'Pond Calculations"
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due 19
❑ Prints returned after loan to us
REMARKS Should you need any additional
information, please advise.

Frederick E. Cone, P.E.
1116 Greeriway Road
Jacksonville, NC 28540
June 2�, 1999
Mr. Scott Vinson
Environmental Freer
Department of Environmental and Natural Resources
Wilmington -Region
127 Cardinal Ext.
Wilmington, NC
Subject, ---Stouter Project No.- SW8-9219101MOD
Wal-Mart/Jacksomrille
O aiow-County
Dear Mr. Vinson:
The following-respomses are Vrm4d€&& eta-your-June-9-,19-99-lee regarding#he re aced project.
Reponses are provided in order of your comments.
L- The-30 inlet -pipe i mr€located toAlow-p utilization -of -the forebay.
2. A pipe has been added as suggested
3. The concrete flumes Have been- el d-and c atclrbasins-�dded.
4. The forebay size has been reduced to 22%.
5:- The correct designswrage elevation is 40,.5'. Plans -have been-mWifie W-r&oM this.
6. A marked sheet has been added notating the property boundary lines, including drainage break lines.
7. Dimensions have been- added for the permanent pool and design pool.
8. A note regarding roof drains has been added to plans.
9. Sealed ealculations a att4ched
Wetrust.ihe-above- answers_yMiTc estinng _If-youbave-additionalwe. ions-please_contact-mcatthe
above address.
Sincerely;
�rederickE. Cone, P.E.

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
June 9, 1999
Mr. John L. Pierce, P.L.S
John L. Pierce Surveying
PO Box 1685
Jacksonville, NC 28540
r�
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 921003MOD
Wal-Mart/Jacksonville
Onslow County
Dear Mr. Pierce:
The Wilmington Regional Office received a Stormwater Management Permit Application for Wal-
Mart/Jacksonville on March 15, 1999. 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 relocate the 36"RCP inlet pipe closer to the inlet of the 30"RCP so that the forebay
may be properly utilized. Having it so close to the forebay berm and considering the shape
of the forebay the inlet where it is would pour directly into the forebay and over the berm.
2. Considering the change above there will also have to be a pipe to join the catch basin, with
top=45.45, to the 36"RCP.
3. The three 5 foot wide concrete flumes can not be allowed where they currently exist because
it would produce a short-circuiting of the pond being so close to the outlet structure. Please
provide catch basins at these locations and once again they will need to be tied into the
36"RCP that will lead the runoff into the forebay.
4. Please reduce the size of the forebay volume so that it is approximately 20% of the total basin
volume. The proposed 28% volume is a little too high.
5. On the detention pond detail, 41.5 is listed twice for the elevation of the 1" rainfall design
elevation, whereas on the supplement form and calculations 40.5 is listed as the design storage
elevation. Please verify and correct on plans.
6. Please clearly define and dimension the project boundary lines.
7. Please dimension the permanent pool as well as the design pool.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Pierce
June 9, 1999
Stormwater Project No. SW8 921003MOD
8. Please add the required note on the plans that all roof drains must be directed so as to be
picked up by the pond. If roof drain locations are already established for the newly proposed
building, please include on the plans.
9. Please provide a set of pond calculations that are sealed and signed by Fred Cone, P.E..
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to July 9, 1999, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee. The Division is allowed 90 days from the receipt of a completed application to issue the
permit.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
'asm' %4====-
Scott A. Vinson
Environmental Engineer
RSS/sav: S:\WQS\STORMWAT\ADDINFO\921003.JUN
cc: Wilmington Regional Office
Joan U. Allgood, V.P. DDRC

JOHN L. PIERCE - SURVEYING
Land Surveying - Land Planning - Mapping
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, N.C. 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
TO Ms. Linda Lewis
N.C. Department of Environment, -------
Health and NaturalResources
127 Nnrth Cardinal Drive
Jacksonville, NC 28540
WE ARE SENDING YOU
❑ Drawings ❑ Attached ❑
❑ Copy of Letter ❑ Prints ❑
❑ Change order ❑
left
MAY 0 41999
of transmittal
DATE
May 4, 1999
ATTENTION
Linda Lewis
RE
Under separate cover via
Plans ❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NUMBER
DESCRIPTION
2
Revised sets of plang for rpyipw and approval
I
swc 'k
4Rqg. ( f
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due 19
❑ Prints returned after loan to us
REMARKS Should you have any questions,
please give us a call
s

JOHN L. PIERCE - SURVEYING
Land Surveying - Land Planning - Mapping
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, N.C. 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
TO Ms Linda Lewis
N.C. Department of Environment,
Heai,cn anG NaTuraiesources
127 North Cardinal Drive
Wilmington;.NC 28405
WE ARE SENDING YOU
❑ Drawings ❑ Attached
❑ Copy of Letter ❑ Prints
❑ Change order
MX115 1999
letter of
DATEMJOB NO.
March 12, 1999
ATTENTION
Ms. Linda Lewis
RE
❑ Under separate cover via
❑ Plans
0
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NUMBER
DESCRIPTION
2
Sets of stormwater plans
1
Check in the amount of four hundred twenty dollars($42
1
"Stormwater Management Permit" application
1
Detention "
1
"Stormwater Pond Calculations"
1
"Pump Specifications" for cast iron non clog
2
submersible sewage pumps
Maps showing adjoining properties
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due 19
0 Prints returned after loan to us
.00)
REMARKS Should any additional information
be needed to grant approval, please advise.
WIN,� 1F m 0

MARCH 1, 1999
STORMWATER DETENTION POND CALCULATIONS
WALMART SHOPPING CENTER
WESTERN BLVD-HIGHWAY 17
JACKSONVILLE, NC
DESCRIPTION: PROJECT INVOLVES MODIFICATION OF THE EXISTING
WALMART SHOPPING CENTER DETENTION POND TO ALLOW AN
EXPANSIONIMODIFICATION TO THE BUILDING LAYOUT OF THE SHOPPING
CENTER. PROPOSED CONSTRUCTION INCLUDES RELOCATING THE
EXISTING DETENTION POND (FILLING PORTIONS OF THE CURRENT POND
AND DIGGING ADDITIONAL SURFACE AREA). THE DRAINAGE AREA
INCLUDES BUILDINGS, PAVING, PARKING, ROADS AND LANDSCAPING IN
SUPPORT OF THE SHOPPING CENTER. THE EXISTING STORMWATER
DRAINAGE SYSTEM AND PIPING FOR THE SHOPPING CENTER WILL REMAIN
THE SAME WITH ONLY MINOR CHANGES RELATED TO THE SITE
EXPANSION. DUE TO THE CONFIGURATION OF THE EXISTING
STORMWATER PIPING, THE DETENTION POND WILL CONTINUE TO USE A
PUMPING OPERATION TO DRAWDOWN THE ONE INCH RAINFALL FROM THE
POND OVER A 2 TO 5 DAY INTERVAL. THE NEW POND IS DESIGNED FOR 90%
TSS REMOVAL. A DRAINAGE BREAK LINE IS SHOWN FOR CLARIFICATION.
A SUMMATION OF THE CALCULATED STORMWATER RUNOFF IMPACT IS
PROVIDED AS FOLLOWS:
TOTAL SIT_R
PAVED/RVIPERVIOUS AREA * 959,246 SF
GRASSED AREA (CONTRIBUTING TO POND) 68,029
POND: SURFACE AREA 57,000
3:1 SIDE SLOPES 14,000
TOTAL 1,098,275 SF
PAVING 588,492 SF
BUILDING 285,836
SIDEWALKS 32,643
FUTURE (PARCEL@100 % RAP.) 52,275
(CURRENTLY EXIST. PAVING)
TOTAL 959,246 SF

959,246
%IMPERVIOUS =----------- = 87%
1,098,275
DRAINAGE AREA = 1,098,275 SF
PERMANENT POND DEPTH = 6.0'
% RvIPERVIOUS = 87%
SA/DA = 5.02%
SA = (1,098,275) (.0502)
= 55,133 SF
SAY 57,000 SF
RvT.DRAINAGE AREA = 959,246 SF
GRASSED AREA (CONT.) = 68,029 SF (C = 0.2)
POND SIDE SLOPES = 14,000 SF (C = 0.2)
959,246 (1.0) + (82,029)(0.2)
RUNOFF COEFF. _
1,041,275
.937
VOLUME = 1,041,275 X .937 X 1/12
= 81,306 CF

SA = 57,000 SF
SIDE SLOPES = 3:1
LENGTH OF SHORE = 1,400 FT
VOLUME = 81,306 CF
V = 1/2 (3X) (X) (1,400) + 57,000X = 81,306 CF
USE:
X = DEPTH OF STORAGE = 1.5FT
VOLUME = 90,225 CF AT 1.5' STORAGE
SURFACE AREA @ PERMANENT POND ELEVATION (39.0') = 57,000 SF
SURFACE AREA @ 1" DESIGN ELEVATION (40.5') = 67,775 SF
VOLUME = 90,225 CF
2 DAYS = 172,000 SEC
5 DAYS = 432,000 SEC
90,225
Q2 =---- ------- _ .5246 CFS = 235 GPM
172,000
90,225
Q5 =----------- _ .2089 CFS = 94 GPM
432,000
SET PUMP DISCHARGE RATE AT 100 GPM (PUMP STATION
OPERATION TO REMAIN AS IS ---- CURRENTLY SET AT 100 GPM,
CONTRACTOR TO CONFIRM)
PUMP ON (FLOAT SWITCH ELEVATION) - 39.0 FEET
FOREBAY CALCULATIONS (20% OF VOLUME) ARE PROVIDED ON THE PLANS.

LewisAinda
From: Toni McCrory <Toni. [e-mail] >
Sent: Thursday, February 19, 2015 5:41 PM
To: Lewis,Linda
Subject: RE:1090 Jacksonville: NC
Thank you for the information. I will check and see when our next service is scheduled at this site to ensure everything is
in proper working order. If upon your inspection you find any deficiencies please let me know and we will work to
resolve as quickly as possible. Feel free to send all future communications/requests to my attention.
Thank you,
Toni
Toni McCrory, Senior Manager
Water Compliance
Office 479-277-3468 Cell 479-544-8363 Fax [phone] [e-mail]
Walmart Environmental, Health and Safety Compliance Global People Center
508 SW 8th Street
Bentonville, AR 72716-0505
Walmart Compliance
The Right Way, Every Day!
-----Original Message -----
From: Lewis,Linda[mailto:[e-mail]
Sent: Thursday, February 19, 2015 9:01 AM
To: Toni McCrory
Subject: RE: 1090 Jacksonville, NC
Ms. McCrory:
Thank you for the Name/Ownership change form. It looks fine. I await the original to get started on the transfer process.
I searched through our files and was not able to locate an inspection report. I believe Chris may have been waiting on
receipt of the transfer form before conducting the inspection. So what that means is I will be conducting the inspection
at my earliest opportunity and will report any problems back to you. You will be financially responsible for addressing
any deficiencies that we find, or you will need to go back to Developers Diversified to get them to address the
deficiencies.
Thanks,
Linda
-----Original Message -----
From: Toni McCrory [mailto:Toni.Mccrory walmart.coml
Sent: Thursday, February 19, 2015 9:40 AM

Ta: Lewis,Linda
Subject: 1090 Jacksonville, NC
Ms. Lewis,
Attached is the permit name/ownership change form. I will be mailing a hard copy today as well. Per our conversation
please provide me with a copy of the last inspection report so that I may ensure the site is in compliance with our permit
requirements. If any additional information is needed feel free to reach out to me and I will get it to you as quickly as
possible.
Thank you,
Toni
Toni McCrory, Senior Manager
Water Compliance
Office 479-277-3468 Cell 479-544-8363 Fax [phone] [e-mail]
Walmart Environmental, Health and Safety Compliance Global People Center
508 SW 8th Street
Bentonville, AR 72716-0505
Walmart Compliance
The Right Way, Every Day!
This email and any files transmitted with it are confidential and intended solely for the individual or entity to whom they
are addressed. If you have received this email in error destroy it immediately. *** Walmart Confidential ***
This email and any files transmitted with it are confidential and intended solely for the individual or entity to whom they
are addressed. If you have received this email in error destroy it immediately. *** Walmart Confidential ***

w7*2�
RCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor ?31
February 16,. AG 3
Richard Dailey, Director of Environmental, Health, and Safety
Walmart Stores Inc.
508 SW a Street
Bentonville, AR 72716-0505
Subject: Request for Additional Information
Stormwater Project No. SW8 921003
Walmart Supercenter - Jacksonville
Onslow County
Dear Mr. Dailey:
Al_ S12,1- J
A review of the Stormwater Management Permit Application Renewal for the subject project above,
indicates that as of this date, information requested on May 3, 2013 and August 27, 2014 (see
enclosures), has not been received in this Office within the stipulated timeframes. The January 9, 2015
project return letter indicated an old mailing address for the current permittee, Developers Diversified
Realty Corporation. Please note the correct mailing address below:
Joan U. Allgood, Senior Vice President
Developers Diversified Realty Corporation
3300 Enterprise Parkway
Beachwood, OH 44122
[phone]
Per the requirements of Section .1009 (c) of the Stormwater Management Rules, this Office will
proceed with the return the subject renewal application as incomplete unless the requested permit
transfer form (completed and signed) is provided by March 16.2015. Please note that Section I.C. of
the renewal application provides for the case where the project is being renewed and transferred to a
new owner. As stipulated on the form, please provide a completed and signed name/ownership change
form to complete the process of renewing and transferring this permit, which expired on July 23, 2013.
The subject property is currently operating without -an active stormwater permit. An inspection of the
property will be conducted in the near future. By copy of this letter to the local Building Inspector, this
Office is requesting that they consider withholding any building permits and Certificates of Occupancy
for this project pending issuance of the renewed and transferred Stormwater Management Permit.
If you have any questions concerning this matter, please contact me at [phone].
Since ly,
racy Davi , P.E., Director
bivision of Energy, Mineral and Land Resources
Enclosures
GDS/arl: G:1WQ1Shared0ormwaterlPermits & Projects11992192100312015 02 addinfo 921003
cc: Joan Allgood, Sr. VP, Developers Diversified Realty Corp.
Onslow County Building Inspections
Wilmington Regional Office Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] / Fax: [phone]

Pat McCrory
Governor
January 9, 2015
A
��
NCDEW
North Carolina Department of Environment and Natural Resources
..
Richard Dailey, Director of Environmental, Health, and Safety
Walmart Stores Inc.
508 SW 8" Street
Bentonville, AR 72716-0505
Subject: PROJECT RETURN
Stormwater Project No. SW8 921003
Walmart Supercenter - Jacksonville
Onslow County
Dear Mr. Dailey:
H'o'la f-
A review of the Stormwater Management Permit Application Renewal for the subject project
above, indicates that as of this date, information requested on May 3, 2013 and August 27,
2014 (see enclosures), has not been received in this Office within the stipulated timeframe.
Per the requirements of Section .1009 (c) of the Stormwater Management Rules, this Office is
hereby returning the subject application as incomplete. The $505.00 application fee has been
forfeited and a new fee will be required upon resubmittal of the permit renewal or new permit
application.
The subject property is now operating without an active stormwater permit. An inspection of
the property will be conducted in approximately 90 days. If the stormwater permit has not
been renewed by that time the permit will be found in violation of North Carolina
General Statute 143-215.6A and may be subject to a civil penalty assessment of up to
25,000 per day per violation.
By copy of this letter to the local Building Inspector, this Office is requesting that they consider
withholding the building permits and Certificates of Occupancy for this project pending
issuance of a Stormwater Management Permit.
If you have any questions concerning this matter, please contact me at [phone].
Sincerely,
zft Tracy Davis, P.E., Director
vision of Energy, Mineral and Land Resources
Enclosures
GDS/csb: S:IWQSIStormwater\Permits & Projects11992192100312015 01 return -project 921003
cc: Onslow County Inspections
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension. Wilmincton, North Carolina 28405 - (910) 796-72151 Fax: [phone]

A� AA �
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
August 27, 2014
Richard Dailey, Director of Environmental, Health, and Safety
Walmart§ores Inc.
508 SW 8 h Street
Bentonville, AR 72716-0505
Subject: State Stormwater Permit/Ownership Change
Stormwater Project No. SW8 921003
Walmart Supercenter - Jacksonville
Onslow County
Dear Mr. Dailey:
Per our conversation August 27, 2014, our office requires a transfer of ownership for the above
referenced state stormwater permit. I am currently in possession of a permit renewal form filled out
and properly executed by Walmart Stores, Inc. but cannot renew the state stormwater permit given
that the permit is currently in the name of Developers Diversified Realty Corporation. The permit
must first be transferred to Walmart Stores, Inc. then renew to the new permit owner (Walmart
Stores, Inc.).
Enclosed you will find a copy of the Request rorAaajrionai rnTormaUUn ICUU1 i brWIL LU YVU1 CILLONILIVIR
May 3, 2014, a copy or the State Stormwater Permit Name/Ownership Change Form, and a copy
of the current State Stormwater permit which showing Developers Diversified Realty Corporation to
be the permit owner. See their contact information our office currently has on record below -
Joan Allgood, Vice President
Developers Diversified Realty Corporation
34555 Chagrin Boulevard
Chaggrin Falls, OH 44022
440/247-9867
Developers Diversified Realty Corporation is required to fill out Section IV of the Ownership
Change Form. If however their Corporation has been dissolved or otherwise cannot be located
simply write dissolved or cannot be located in the signature line of Section IV. Please provide a
copy of the deed showing ownership of the property by Walmart Stores, Inc. and any available
documents of acquisition.
If you need additional time to submit the required 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.
Please reference the State assigned project number on all correspondence. All original documents
must be originals, copies are not acceptable. If you have any questions concerning this matter
please feel tree to call me at [phone] or email me at [e-mail].
Sincerely,
Chris Baker
Environmental Engineer II
GDS/csb: G:1WQS1StormwaWPermits & Projects11992\921003 HD12014 08 transfer Itr 921003
"/Vi00�0
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmincton, North Carolina 28405 - [phone] / Fax: [phone]

A74*h
iwt1
LAEN'
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild; P. E.
Governor Director
May 3, 2013
Richard Dailey, Director of Environmental, Health, and Safety
Walmart Mores Inc.
508 SW 8 Street
Bentonville, AR 72716-0505
Subject: Request for Additional Information
Stormwater Project No. SW8 921003
Walmart Supercenter - Jacksonville
Onslow County
Dear Mr. Dailey:
John Skvarla
Secretary
The Wilmington Regional Office received a Stormwater Management Permit Renewal Application for
Walmart Supercenter - Jacksonville on April 12, 2013. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue the
stormwater review:
Developers Diversified and Realty, Corp. is shown to be the permit owner in the NCDENR
database and supporting documentation. The permit must be transferred to the current owner
(Walmart Stores Inc.) prior to or concurrent with the permit renewal. Enclosed please find a
copy of the permit transfer form for your convenience.
The requested information should be received by this Office prior to June 3, 2013, or the application
will be returned as incomplete. The return of a project will necessitate resubmittal of all required
items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request
must indicate the date by which you expect to submit the required information. The Division is
allowed 90 days from the receipt of a completed application to issue the permit.
Please reference the State assigned project number on all correspondence. Any original documents
that need to be revised have been sent to the engineer or agent. All original documents must be
returned or new originals must be provided. Copies are not acceptable. If you have any questions
concerning this matter please feel free to call me at [phone] or email me at
[e-mail].
Sincerely,
Chris Baker
Environmental Engineer If
GDS/csb: S:IWQS1StormwaterlPermits & Projects11992\921003 HD12013 05 addinfo 921003
cc: Mary C. Murray, Apex Companies, LLC
Wilmington Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwaterQualily.ora
NorthCarolina
Natma!!rk
An Equal Opportunity 1 Affirmafive Action Employer