SW8000529_HISTORICAL FILE_20160401

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW QG�a�I
DOC TYPE ❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE-
YYYYMMDD

STATE OF NORTH CAROLINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wihningtan, North Carolina 28405
[phone]
FILE ACCESS RECORD
SECTION011
�!r,,
TRWATE
NAME --
REPRESENTING /7C`.•--
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FACILITY NA JE COUNTY
117
3.
4.
.A ►�+�� ��. 1 q Jan,
Signature and Name of PirnVBusiness Date
Piense attach a busb2wy card to this form
COPSES MADE PAID
S:Admin-file access
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Time In
NVOICE
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Time Out

Am
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
November 19, 2009
Mr. Buddy Jackson, President
Jackson Investments, Inc.
P. 0. Box 10940
Wilmington, NC 28404-0940
Division of Water Quality
Coleen H. Sullins
Director
Subject: Session Law 2009-406 -- Permit Extension
Stormwater Permit #SW8 000529
High Density — Ponds Edge Office Park
New Hanover County
Dear Mr. Jackson:
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 143 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 000529, which was set to expire on August
25, 2010, is now in effect until August 25, 2013. Please resubmit the renewal
application and fee at least 180 days prior to August 25, 2013, which would be
February 25, 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:IWQSISTORMWATERIRENEWAL1SL2009-4061000529.nov09
cc: Wilmington Regional Office
Central Files
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Ralegh, North Carolina 27604 One
Phone: [phone] FAX: [phone]Customer Service 1-877-623-6748 NorthCarolina
Internet: www.ncwalerquality.org '}�'aturall
An Equal Opportunity 1 Atfirmalive Action Employer �/bi !✓�

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
June 27, 2000
Mr. Buddy Jackson, President
Jackson Investments, Inc.
PO Box 10940
Wilmington, NC 28404
r w i4
'�� "�: ��-�,• :*;:ter �� x
Subject: ACKNOWLEDGMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 000529
Ponds Edge Office Park
New Hanover County
Dear Mr. Jackson:
The Wilmington Regional Office received a Stormwater Management Permit Application for Ponds
Edge Office Park on May 15, 2000. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
V1. Delineate all wetlands on site, disturbed or undisturbed, or note on the plans that none exist.
V When was the existing development done? Please note that phased development is ,try c
prohibited, and will subject the existing development to the stormwater rules.
The Recional Sol] Scientist disagrees with the 60" per hour infiltration rate, and requests that
a constant ]lead test be performed.. The 60" per hour rate is reserved for course beach sartd,
not sand with underlying black silty sands . Similar infiltration basins permitted in the area
have used a rate of about 2"-3" per hour.
4. The rules require infiltration systems to be offline systems, ie., they must bypass the excess
runoff prior to entering the system. Please provide a suitable bypass structure to accomplish
this and detail on the plans.
S. Please provide the parking lot, driveway and sidewalk dimensions.
✓ 6. Please provide a more detailed vicinity map. Include the approximate distance to the project
from Alexander Road, and the direction to Wihlnington.
7. I am unable to duplicate the 1,837 ft3 of volume provided. Please provide sufficient surface
areas in the basin to justify this amount. Based on a 5:1 side slope, and using the radii
provided, I calculate a surface area of 1,194 ft2 at elevation 34.25, for a volume of 1,403 W.
8. By using Schueler's volume calculation method, the minimum required volume is reduced to
1,481 ft3, which may help resolve item 97 above. As proposed. the basin volume is deficient.
127 Cardinal Dr. Ext., wilmin-ton, north Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50` . recycled/10% post -consumer paper

Mr. Jackson
June 27. 2000
Stormxvater Project No. SW8 000529
--------------------------------------------
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 27, 2000. or the application krill be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, includin�c
the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
exrension 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 frorn the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation ofNCGS 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
R,SS!a l: S:1'VJQSISTOR,1v1WAT\ADDINF'01000529.JUN
cc: Linda Lewis
Phil Tripp, P.E.
127 Cardinal Dr. Ext., WiLnington, North Carolina 2840.5 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Emplover 50% recvclecl/t01/ post -consumer paper

7127i00 Ponds Edge Office Park 00015
CDC 10-year Storm
WATERSHED DATA
Total DrainageArea
. ft. Iacres
16,553
1 0.38
Impervious Area
Land Use
sq. ft.
acres
buildings
3,000
0.07
parkinglasphatt
9,240
0.21
concrete
0
0.00
Total
12,240
0,28
INFILTRATION SYSTEM:
% impervious = 0.739
= 73.9%
say 74.0%
CPRE = 0.25
CPOST = (% Imp.)(.95)+(1-% imp.)(.25)
0.77
12 = 5.06 inlhr
110 = 6,30 inlhr
l25 = 7.13 Whr
Volume of firstinch of runoff = (impervious area)1.5/12 +(total area - impervious area) 9.502 x .25
V- 1,664.78 cu-ft
Required basin storage:
Vr= 1,664.78 cu-ft
Volume provided:
Vp= 2.178,00 cu-ft bottom elev: 22,75 1,176 sf
top elev: 24.25 1,728 sf
DRAWDOWN RATE:
RATE OF INFILTRATION 3 INIHR (60 inlhr FROM SOILS REPORT)
DEPTH OF BASIN: 18 IN
DRAW DOWN RATE: 18 IN IJZINIHR
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RECIEUVIED
SEAL
17374 =
Jul 27 2000
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State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
July !3, 2000
Mr. Buddy Jackson, President
Jackson Investments
7+ 1fn n
P? U''ox xtll
Wilmington; NC 28404
Subject: Phased Development at
Pond's Edge Office Park
Stormwater Project No. SW8 000529
New Hanover County
Dear Mr. Jackson:
- The State Stormwater group of the Division of Water Quality considered the phased development question
for this site at its recent meeting. Ms. Beth Easley, with New Hanover County's Sedimentation Erosion Control
program; informed us that the adjacent property was recently purchased by you, therefore, the second phase of
development could not reasonably have been foreseen. As a result; the Division will require a stormwater permit
for the second phase of the development only. Runoff from the first phase will not be required to be treated,
however, if it will flow into the proposed infiltration area for the second phase, it must be accounted for in the
system des]"Pn.
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,, I
L.'Wis _
reviit>t1�1it;D.ttlf l•,c�;,l-per
RSSlarl: S:1WQSISTORMWATILETTERS1000529.JUL
cc: Linda Lewis
Beth Easley
Phil Tripp, P.E.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Gyual opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State Stormwater Management Systems
Permit No. SW8 000529
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
Jackson Investments, Inc.
Ponds Edge Office Park
7735 Market Street, New Hanover County
FOR THE
construction, operation and maintenance of an infiltration basin 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 August 25, 2010 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 runoff from
12,240 square feet of impervious area.
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.
2

State Stormwater Management Systems
Permit No. SW8 000529
Project Name:
u Permit Number:
Location:
Applicant
Mailing Address:
Application Date:
Name of Receiving Stream/Index #:
Classification of Water Body:
[fs .
If Class SA, chloride sampling results:
Pond Depth, feet:
Bottom Elevation, FMSL:
Drainage Area, acres:
Total Impervious Surfaces, ft2:
Offsite Area entering Pond, ft2:
Surface Area @Bottom, ft2:
Surface Area @Storage, ft2:
'i
4¢ Required Storage Volume, ft':
Provided Storage Volume, W:
Temporary Storage Elevation, SFMSL:
P Y g
}' Controlling Orifice:
Type of Soil:
Expected Infiltration Rate:
k r; Seasonal High Water Table Elevation:
1a3V Drawdown Time:
,IVISION OF WATER QUALITY
110JECT DESIGN DATA SHEET
Ponds Edge Office Park
SW8 000529
New Hanover County
Mr. Buddy Jackson, President
Jackson Investments, Inc.
PO Box 10940
Wilmington, NC 28404-0940
August 25, 2000
Pages Creek / (CFR 18-87-22)
"SA"
n/a
1.5
32.75
16,563 ft2
12,240
None, per Engineer
1,176
1,728
1,481
2,178
34.25
8" bypass pipe to DOT ditch
Leon
3" per hour
29 FMSL
6 hours
3

State Stormwater Management Systems
Permit No. SW8 000529
11. SCHEDULE OF COMPLIANCE
I . 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.
e. 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.
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.
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.
7. Upon completion of construction, prior to issuance of 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.
8. 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.
9. 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.
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.
4

State Stormwater Management Systems
Permit No. SW8 000529
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 runoff from all built -upon area on the project must be directed into the permitted stormwater control
system.
15, 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.
16. The permittee shall notify the Division of any mailing address changes within 30 days.
III. GENERAL CONDITIONS
1. 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.
3. 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.
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.
7. 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 25th day of August, 2000.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r
Kerr T. Stevens, Director
Y , 6 Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000529
5

State Stormwater Management Systems
'y Permit No. SW8 000529
Ponds Edge Office Park
Stormwater Permit No. SW8 000529
New Hanover County
Designer's Certification
IA 1, 1, , as a duly registered in
the State of North Carolina having been authorized to observe (periodicallylweeklylfull time) the construction of
the project,
ect)
Y•�• 1
for (Proj ect Owner) hereby state that, to the best of my abilities, due care
s• 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.
r; Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date
!I
:,.
6

State Stormwater Management Systems
Permit No. SW8 000529
IN
Certification Requirements:
I . 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. 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
Tony Roberts, New Hanover County Building Inspector
7

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s'5 . T
TRIPP ENGYNEERTNG, P.C.
419 Chestnut Street Wilmington, North Carolina 23401
910/763-5100 Fax [phone]
L.E rER OF T kNSMITTAL.
Job No.
To: NC Q(V�I Date: -- C)8 2q- _-Q0
Attention: 3V Subject: �rTr�IZS ��C�G�.�1C�tG �fC
FAX TRANSMITTAL: NUMBER OF PAGES INCLUDES COVER
I am sending you: ( ) ATTACHED ( ) UNDER SEPERATE COVER
( nnts ( ) Tracings ( ) Copy of letter ( ) Specifications ( ) Other
These are transmitted as checked below:
( ) For Approval O For Your Use ( ) Sign & Return O Review
Remarks: - � 15 42tt IP(E)P—
,_
Zf --(D CD
cc:
Signe /

P. 1
FILE 1,10DE
Y295- ME1,1CiRY TX
a
COMMUNICATION RESULT REPORT ( AUG.23.2000 4:59PM )
TTI NCDENR WIRO
RESULT PAGE
OPTION ADDRESS (GROUP) - -----------------
--------- OK P. 1/1
------_--9-7&D 631
REASON FOP. -ERROR E-2) BUSY
E--1) HANG UP OR LINE FAIL E-4) NO FACSIMILE CONNECTION
E-3) 110 ANSWER
State ofNortli Carolina
Departrrent of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
James B.14tuit, Governor
FAX COVER SHEET
Bill Holman, Secretary
Date: August 23, 2000 No. of Pages: 1
To: Charles Cazier From: Linda Lewis
Company: Tripp Engineering Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project #SR'S 000529
Project Name: Ponds Edge Office Park
MESSAGE:
Dear Charlie:
Please label the curb inlet and manhole combination as the bypass structure on sheet C 1.
Please relabel the "Typical Curb Inlet Detail" as the "Bypass Structure Detail"�,,, Ale + CYZ)

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
,e
James B'.1-lunt, Governor
Date: August 23, 2000
To: Charles Cazier
Company: Tripp Engineering
FAX 9: 763-5631
Bill Holman, Secretary
FAX COVER SHEET
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project #SW8 000529
Project Name: Ponds Edge Office Park
MESSAGE:
Dear Charlie:
Please label the curb inlet and manhole combination as the bypass structure on sheet C 1.
Please relabel the "Typical Curb Inlet Detail" as the "Bypass Structure Detail"(,, cz)
S:1WQSISTORMWATILETTERS1000529.AUG
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
-An Equal Opportunity Affirmative Action Employer

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] - FAX: O Q126.
July 26, 2000
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Ponds Edge Office Park
SW8 000529
New Hanover County, NC
TE 00015
Dear Linda:
JUL 2 7 zaoo
1
In response to your correspondence dated June 27, 2000, we offer the following:
1. Note stating no wetlands exist on site has been added.
2. This statement was cleared upon your last correspondence.
3. We have revised our calculations to use the 3" per hour infiltration rate.
4. An offline bypass has been added.
5. Dimensions have been added.
6. The distance from the center line of Alexander Road shown on the survey
boundary has been added to the vicinity map.
7. The slope has been revised to 3:1. New calculations, dimensions and
volumes have been provided.
8. Revised calculations meeting the requirements are provided.
Please review for approval and contact us with any questions or comments.
Thank you.
Sincerely,
Tripp Engineering, P.C.
Charles D. Cazier, E.I.
CDC:dcb
Enc.

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401 REc84
Phone: [phone] • FAX: [phone]
MAY 1 5 2000
May 11, 2000
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Ponds Edge Office Park
New Hanover County, NC
TE 00015
Dear Linda:
BY
NF6
Enclosed please find two (2) sets of plans, one (1) signed original and one (1)
copy of the application form with narrative, one (1) infiltration basin supplement, two (2)
sets of signed sealed calculations and one check for the application fee.
Please review for approval and contact us with any questions or comments.
Thank you.
Sincerely,
Tripp Engineering, P.C.
Charles D. Cazier, E.I.
CDC:dcb
Enc.

May 11, 2000
Stormwater Narrative
PONDS EDGE OFFICE PARK
New Hanover County, NC
TE 00015
Ponds Edge Office Park is a 0.99 acre site existing on Market street which is currently
treated by sheet flow and an adjacent existing ditch. The owner of this property has
recently purchased an adjacent tract of 0.49 acre, making the total tract area 1.48 acres.
Drainage for the existing site will remain as is, and the proposed site will provide an open
infiltration basin to accommodate the 1.5" of runoff.