SW8000635_HISTORICAL FILE_20091203

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT N0. I SW
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE-
YYWMMDD

AF-9;W
NCDENR
North Carolina Department of Environment and Natural Resources.
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
December 3, 2009
Mr. T. J. Heile, President
T. J. Associates, Limited Partnership
1021 Hargett Street
Jacksonville, NC 28540
Subject: Session Law 2009-406 — Permit Extension
Stormwater Permit #SW8 000635
High Density — The Commerce Center @ Riverside
Onslow County
Dear Mr. Heile:
Dee Freeman
Secretary
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any
development approval issued by the Division of Water Quality under Article 21 of
Chapter 1.43 of the General Statutes, which is current and valid at any point between
January 1, 2008, and December 31, 2010. The law extends the effective period of any
stormwater permit that is set to expire during this time frame to 3 years from its current
expiration date.
Accordingly, Stormwater Permit # SW8 000635, which was set to expire on
October 27, 2010, is now in effect until October 27, 2013. Please resubmit the renewal
application and fee at least 180 days prior to October 27, 2013, which would be
April 27, 2013, A copy of the Renewal Application can be obtained from the following
website: http://h2o.enr.state.nc.us/su/bmp forms.htm.
If you have any questions, please contact the Division of Water Quality in the
Wilmington Regional Office at 910-796-7215.
Sincerely,
Georgette Scott
Stormwater Supervisor
Division of Water Quality
S:\WQS\STORMWATER\RENEWAL\SL2009-406\000635.decO9
cc: Wilmington Regional Office
Central Files
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 26405 One
Phone: [phone] FAX: [phone] Customer Service: 1-877.623-6746 N orth C arol i n a
Internet: www.ncwaterquality.org �► �j�` l�`r��`/�
An Equal Opportunily 1 Affirmative Action Employer ; V/

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State Stormwater Management Systems
Permit No. SW8 000635
STATE OF NORTH CAROLINA
DEPARTMENTOF 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
T J Associates, Limited Partnership
The Commerce Center @Riverside
Onslow County
FOR THE
CollStruCtkon, operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
21-1 .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.
"]'his permit shall be effective from the date of issuance until October 27, 2010 and shall be subject to the following
specified conditions and limitations:
1. 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 on page
3 of this permit, the Project Data Shect. The stormwater control has been designed to handle the runoff from
127,142 square feet of impervious area. This pond must be operated with a vegetated filter.
3. 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.
5. The runoff front all onsite and offsite built -upon area permitted with this project must be directed into the
permitted stormwater control system.
2

i
State Stormwater Management Systems
Perm it No. SW8 000635
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
The Commerce Center @ Riverside
SW8 000635
Onslow County
Mr. T.J. Heile, President
Application Date:
Name of Receiving Stream/Index 4:
Classification of Water Body:
If Class SA, chloride sampling results:
Pond Depth, feet:
Permanent Pool Elevation, I,MSL:
Drainage Area, acres:
Total Impervious Surfaces, ftz:
Offsite Area entering Pond, ft2:
Required Surface Area, ft2:
Provided Surface Area, ft2:
Required Storage Volume, ft}:
Provided Storage Volume, IP:
"Temporary Storage Elevation, I'MSL:
Controlling Orifice:
T.J. Associates, Limited Partnership
1021 Hargett Street
Jacksonville, NC 28540
October 10, 2000
New River / (WHO 19-10.5)
"SB HQW NSW"
n/a
6
3
4.87
127,142
22,406, per Engineer
5,509
5,540
10,420
10,430
4.6
1.5"(� pipe
3

State Stormwater Management Systems
Permit No. SW8 000635
II. SCHEDULE OF COMPLIANCi:
l . 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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
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. The vegetated filter will be kept grassed with no erosion. The spreader mechanism will be kept free
of sediment and trash, and must distribute the runoff evenly over the width of the filter.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel
of DWQ. The records will indicate the date, activity, name of person performing the work and what actions
were taken.
Decorative spray fountains will not be allowed in the stormwater treatment system.
6. 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 of this 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 permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification.
Hie stormwater system was used as an Erosion Control device, it must be restored to design condition prior
to operation as a stormwater treatment device, and prior to occupancy of the facility.
9. A modification must be permitted prior to any construction. 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.
C. Further subdivision, acquisition, or sale of the project area. The project area is defined as all property
owned by the permittee, for which Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
10. The Director may determine that other revisions to the project should require a modification to the permit.
4

State Stormwater Management Systems
Permit No. SW8 000635
11. 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.
12. 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.
13. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
14. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements ofthe permit. Within the time frame specified in the notice, the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made.
15. The permittee shall notify the Division of any name, ownership or mailing address changes within 30 days.
Ill. GENERAL CONDITIONS
This permit is not transferable. In the event there 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 may be 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.
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)
which have jurisdiction.
4. 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.
The permittee grants D17-NR 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,
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.
Permit issued this the 27th day of October, 2000.
NORTH CAROLINA ENVIRONMENTAL. MANAGEMENT COMMISSION
_LA_A_
r` Kerr 'I . Ste ens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000635
5

P. 1
* * * COMMUNICATION RESULT REPORT ( SEP.20.2000 11:08AM )
FILE MODE OPTION
157 MEMORY TX
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS -(GROUP)
9-el5o593
RESULT
--OK
NCDENR WIRO
PAGE
-------P-"1i1
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
James B.Hunt, Governor Bill Holman, Secretary
FAX COVER SHEET
Date: September 20, 2000 0. of Pages; 1
To: Jimmy Fentress, P.E. From: Linda Lewis
Company: Stroud Engineering er Quali ti6n - Stormwater
FAX #: [phone] FAX #: 91M50-2004
Phone #: [phone]
DWQ Stormwater Project #SW8 000635
Project Name: The Commerce Center @RRiverside
MESSAGE:
Section III part 7 of the application is really requesting you to tell the Division how you determined
how much offsite area is contributing runoff to the pond. This determination would have to mAde
using topo maps or other survey information fiom the area,
The plans indicate a rather large offsite area including an entrance road and the adjacent tract, Please
either show sufficient contours and existing elevations to prove that this is the drainage area or
provide a copy of the topographic h4onnation you used to draw the lines that delineate the offshe
drainage.

I't
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
,lames 13. Hunt, Governor
Date: September 20, 2000
To: Jimmy Fentress, P.E.
Company: Stroud Engineering
FAX #: [phone]
Bill Holman, Secretary
FAX COVER SHEET
No. of Pages: 1 AO-1
From: Linda Lewis
Water Quality Section - Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project #SW8 000635
Project Name: The Commerce Center a Riverside
M ESSAG E:
Section ill part 7 of the application is really requesting you to tell the Division how you determined
how much offsite area is contributing runoff to the pond. This determination would have to made
using topo maps or other survey information from the area.
The plans indicate a rather large offsite area including an entrance road and the adjacent tract. Please
either show sufficient contours and existing elevations to prove that this is the drainage area or
provide a copy of the topographic information you used to draw the lines that delineate the offsite
drainage.
S:IWQSIS'I.ORMWA'1'IADDINF01000635.SEP
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
3961-A MARKET STREET
WILMINGTON, NC 28403
[phone]
August 21, 2000
NCDENR
Attn. Linda Lewis
127 Cardinal Drive Ext.
Wilmington, NC 28405
Re: The Commerce Center at Riverside
Stormwater Project No. SW8 000635
Dear Linda,
RECEIVED
AUG 2 2 2000
DWQ ('035
PROJ #
Pursuant your July 26, 2000 Acknowledgment of Receipt and Request for Additional
Information, I would like to briefly summarize our response to the issues of concern or inadequacy.
Our resolutions are listed in the same order that they were cited in the aforementioned letter.
1, The adjoining offsite area is not owned by T.J, Associates. The majority of the 0,65 acres is a part
of the State's right-of-way. The remaining portion is proposed to improve a parking problem at the
Marina to the East. As -we discussed on the phone this past Friday, 1 would like to proceed with the
approval of this plan given the understanding that the privately owned offsite area will have to be
permitted prior to construction of any offsite facilities. I will initiate the application process for this
privately owned offsite area immediately.
2. The plan now indicates the dimensions for typical building, parking, and sidewalk improvements.
3. The vegetated filter detail has been redrawn to more closely resemble the drawing provided.
4. The plan now indicates proposed spot grades for the offsite area. Drainage from this area is now
specified on the plan at note number 7, to be routed to the detention pond.
5, The pond's drainage area is now.accurately delineated and annotated. The offsite area is also
shown.
6. The property lines are now labeled as such.
7. The outlet structure detail now specifies a four inch spacing on the trash pack.
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 3961-A MARKET ST. 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

8. Both the pond and the vegetative filter details now specify the types of permanent vegetation to
be used.
9. The 100.42' dimension was incorrect as you had suggested. This has been corrected on the
resubmitted plan.
10. Section Ill, Part 7 of the application now correctly identifies the method used to derive the of isite
area. The revised sheet of the application is included for your approval.
11. The bottom elevations on both the supplement and pond section detail are now corrected to
accurately depict finish elevations below sea level. The revised sheet of the application is included
for your approval.
hope that these revisions and additions adequately address your concerns and that a permit
is forthcoming. If there are any additional questions or concerns, please call me at [phone].
Thank You,
Jame H. Fentress, Jr. PE
J H.F/rk
file: Flmasterlpw2401WPD\LEWIS.wpd

STROUD ENGINEERING P. `__.1w,,; t;'-- [1944mn W 4 n H11�5WD44QF�
3961-A Market Street ---
WILMINGTON, NC 28403 ll(7FT.VF
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WE ARE SENDING YOU ❑ Attach ❑ Under separate cover via the fallowing items:
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❑ Shop drawings Prints ❑ Plans ❑ Samples ❑ Specifications
Eegy�ef letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
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THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ A requested
For review and comment
❑ FOR BIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED: V� _
11 enclosures are not as noted, kindly notify us at once.

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State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
Names B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
July 26, 2000
Mr. T.J. Hiehle, President
T.J. Associates Limited Partnership
1021 Hargett Street
Jacksonville, NC 28540
Subject: ACKNOWLEDGMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 000635
The Commerce Center @Riverside
Onslow County
Dear Mr. Hiehle:
The Wilmington Regional Office received a Stormwater Management Permit Application for The
Commerce Center @Riverside on June 23, 2000. A preliminarS, review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater review:
1. Is the adjoining 0.65 acre tract also owned by T.J. Associates? If not, the owner of that
development will need to apply for an offsite permit. If T.J. Associates does not own the
adjoining tract, the owners of the tract cannot construct until they have secured their own permit.
2. Please provide the dimensions for the buildings, parking, sidewalks, etc.
3. The vegetated filter detail is not sufficiently detailed. Please provide a detail similar to the one
enclosed.
4. Please provide dimensions and proposed elevations for the 0.65 acre development. Demonstrate
how runoff will be collected from the building and parking and sent into the collection system
for the detention pond.
5. Please clearly delineate the entire drainage area to the pond. Please label the offsite drainage
area.
6. Please clearly delineate and label the property lines.
7. Please reduce the trash rack spacing to 4" or less.
8. Please specify the type of vegetation to be planted in the filter, on the pond slopes and on the
vegetated shelf. Weeping Love Grass is not acceptable as a permanent cover.
9. Please check the 100.42 dimension shown on the staking detail. On the plans, it scales much
closer to 126'. Using the 100.42' dimension results in a deficient surface area.
10. Section III, Part 6 of the application indicates that there is 22,406 ft2 of offsite area, but in Part
7, where you are asked to indicate how the offsite area was derived, it is marked NIA. Please
revise the application to accurately reflect the proposed project.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX 9I0-350-2004
An Equal Opportunity Affirmative Action Employer 50% recycled1101/ch post -consumer paper

Mr. Hiehle
July 26, 2000
Storrnwater Project No. SW8 000635
11. You have shown the bottom elevations on both the supplement and pond section detail without
the minus signs in front. One could conclude that the bottom and permanent pool elevations are
the same. Please revise the plans; I have added the minus signs to the supplement.
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 August 26, 2000, 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 or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must indicate
the date by which you expect to submit the required information. The Division is allowed 90 days from
the receipt of a completed. application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control PIan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that
need to be revised have been sent to the engineer or agent. All original documents must be returned or new
originals must be provided. Copies are not acceptable. If you have any questions concerning this matter please
feel free to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATIA.DDINF01000635.JUL
cc: Linda Lewis
Jimmy Fentress, P.E.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

STROUD ENGINEERING, P.A.
107 B Commerce Street
GREENVILLE, INC 27858 i
' N " 2000
[phone] '
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❑ Copy of letter ❑ Change order ❑
COPIES
DATE
NO.
DESCRIPTION
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-THESE ARE TRANSMITTED as checked below:
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�C,For approval
❑ Approved as submitted
❑ Resubmit
copies for approval
❑ For your use
❑ Approved as noted
❑ Submit
copies for distribution
❑ As requested
❑ Returned for corrections
❑ Return
corrected prints
If�kor review and comment
❑
❑ FORBIDS DUE
19
❑ PRINTS RETURNED
AFTER LOAN TO US
REMARKS
COPY TO
r RECYCLED PAPER:
CaCY Contents:40% Pre -Consumer - to% Post -Consumer SIGNED: +
If enclosures are not as noted, kindly notify us at one ,�� 5

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Corporation Information
http://corp.secstate.state.nc.us/cgi-bin/listbycorp.pi
EI �a rlvrEr�T o `THE" ECRETARY':C3E s$TATE
_.. � �: RPLOR 7TO
Data Current as of 02/01/00
Information for T. J. ASSOCIATES, INC.
Corporation Id: 0267103 Date of Corporation: Apr 9 1990
Corporation Status: ACTIVE
Duration: PERPETUAL Category: Business Corporation
State of Incorporation: NC
Country of Incorporation: UNITED STATES
Registered Agent Information
Registered Agent Name: CHRISTOPHER E HAYDEN
Address: 229 CENTER ST.
City: JACKSONVILLE State: NC Zip: 28540
Return to exact name search
Return to soundex search
Notice: Information presented on this Web site is collected, maintained, and provided for the convenience of the
reader. While every effort is made to keep such information accurate and up-to-date, the Secretary of State does not
certify the authenticity of information herein that originates from third parties. The Secretary of State shall under no
circumstances be liable for any actions taken or omissions made from reliance on any information contained herein
from whatever source or any other consequences from any such reliance.
1 of 1 07/26/2000 8:51 AM

.,
COASTAL REGULATIONS STORMWATER
DETENTION PLAN
FOR
THE COMMERCE CENTER AT
RIVERSIDE
JUKE 13, 2000
CLIENT: T.J. ASSOCIATES LIMITED PARTNERSHIP
1021 HARGETT STREET
JACKSONVILLE, NORTH CAROLINA 28540
STROUD ENGINEERING, P.A.
1.02 SUITE D CINEMA DRIVE
`VILMINGTON, NC 28403
RECEIVED
J U N 2 3 2000 FILET:BIAS•I'ERu'W-2051WPI)\IZOSI.COV.W1'D
PROD d# o 6935

The Commerce Center at Riverside
Coastal Stormwater Regulations
Detention Plan
OBJECTIVE: Design a grading plan in accordance with the North Carolina Department of
Environment and Natural Resources Regulations for development exceeding one acre in the
twenty coastal counties. The grading plan should include calculations for sizing a detention
pond to detain the first inch of rainfall from all impervious surfaces proposed. The outlet of
the detention pond will be designed to insure that the release rate from the pond will not
exceed that calculated to discharge the required storage entirely daring a period of between
two and five days. The plan shall be detailed enough to provide for construction of the
facilities to substantial conformance with the intent of the state's regulations as indicated on
the approved plan.
SITE SPLCIFICS: project consists of_a_4.22_acle_ piece of properry-adjaceilt aii7
\�aciclitiona10.65 acre poitibn-of the adjoi ping propoerty tlidt"are liotli proposed as a coriti iious�
S development.1 The -rho— fty-exists 'on tlie-banks'of the New River in Jlcksoiiville at close
proximity to the foot of the old US 17 bridge. Soils on the site are given by the Onslow
Cou11ty Soil Survey to be primarily Dorovan. Relief on the property ranges from elevation
thirteen at its road frontage to elevation one at the river. This grade differential relative to
a property depth of approximately five hundred feet yields an existing overland gradient of
two point six percent. The proposed development will be a commerce center for chamber
functions and reserved conventions. The property will be raised approximately five feet in
the rear adjacent the river in an effort to direct all drainage to the detention pond centrally
located in the parking lot behind the building. There are, as proposed, no wetland or CAMA
AEC encroachments.
DESIGN 1Tr1ERA RY: The required pond surface area will first be calculated based on the
design impervious cover and an appropriate depth at the proposed pond location. Hand auger
borings were performed at the pond site to determine an expected pennanent pool elevation.
The required storage volume will then be calculated and the temporary pool elevation of the
pond determined. The discharge rate will next be calculated to comply with the
aforementioned parameters. Lastly, all of the collection and discharge pipes will be sized
to handle the 10 year storm.
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