SW8000530_Historical File_20021011

State Stormwater Management Systems
Permit No. SW8 000530
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
PERNUSSION IS HEREBY GRANTED TO
Fogleman Saffo Turner Inc.
Kirkwood @ Arrondale
New Hanover County
FOR THE
construction, operation and maintenance of a wet 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 October 11, 2012 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet. The maximum built -upon area
is 2,312,299 ft2. The subdivision is permitted for 325 lots, each allowed 3,500 ftz of built -
upon area.
3. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
4. Offsite areas have been accounted for in this stormwater management system. They
include Arrondale Subdivision and Pilots Ridge.
The future development is limited to a maximum of 167,134 JW for the Kirkwood
Townhomes.
Pa

State Stormwater Management Systems
Permit No. SW8 000530
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Name of Receiving Stream / Index #:
Classification of Water Body -
Design Storm:
Pond Depth, feet:
Total Drainage Area, acres:
Onsite:
Offsite:
Total Impervious Surfaces, ftz:
325 lots at 3,500 ftz:
Roads/Parking, ftz
Kirkwood Townhomes, ftz:
Offsite, ftz:
Pilots Ridge Streets, ftz:
98 Arrondale Lots @4,300 ftz:
Arrondale Streets, ftz:
Permanent Pool Elevation, FMSL:
Required Surface Area, ftz:
Provided Surface Area, ftz:
Required Storage Volume, ft3:
Provided Storage Volume, ft3:
Temporary Storage Elevation, FMSL
Controlling Orifice:
Draw Down Time:
Kirkwood @ Arrondale
SW8 000530
New Hanover County
Mr. Mickey Fogleman, President
Fogleman Saffo Turner Inc.
109 Hinton Avenue, #7
Wilmington, NC 28403
October 3, 2002
Cape Fear / Cape Fear River / 18-71
"SC"
1.0 inch
0
148.64
96.64
52 (Pilots Ridge and Arrondale)
2,312,299
1,137,500
420,529
167,134
587,136
12,400
414,706
160,030
22
122,090
275,774
262,066
1,044,601
25.45
6" cp pipe
2.5 days
3

State Stormwater Management Systems
Permit No. SW8 000530
II. SCHEDULE OF COMPLIANCE
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such
as swales) shown on the approved plans as part of the stormwater management system
without submitting a revision to the permit and receiving approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for the entire
lot, including driveways, patios and sidewalks, does not exceed the allowable built -upon
area. Once the lot transfer is complete, the built -upon area may not be revised without
approval from the Division of Water Quality, and responsibility for meeting the built -
upon area limit is transferred to the individual property owner.
C. The permittee is responsible for verifying that all runoff from all permitted built -upon
area is directed into the approved stormwater management facility.
4. If an.Architectural Review Committee (ARC) is required to review plans for compliance
with the BUA limit, the plans reviewed must include sidewalks and driveways. Any
approvals given by the ARC do not relieve the homeowner of the responsibility to
maintain compliance with the permitted BUA limit.
5. 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, 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.
6. The Director may determine that other revisions to the project should require a
modification to the permit.
7. 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 w.—Aing to the Director that the changes have been made.
8. 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.
9. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
10. 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.
1.1. _ Decorative spray fountains will not be allowed in the stormwater treatment system.
4

State Stormwater Management Systems
Permit No. SW8 000530
12. Prior to the sale of any lot, deed restrictions must be recorded which limit the built -upon
area per lot to the amount as shown on the Project Data Sheet, per Section I, Part 2. The
recorded statements must follow the form:
a. "The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 000530, as issued by the Division
of Water Quality under NCAC 2H.1000, on October 11, 2002."
b. "The maximum allowable built -upon area per single family lot is 3,500 ft2. This
allotted amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line and the
edge of the pavement. Built upon area includes, but is not limited to, structures,
asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools."
C. "The State of North Carolina is made a beneficiary of these covenants and
restrictions to the extent necessary to maintain compliance with the Stormwater
Management Permit."
d. "The covenants pertaining to stormwater regulations may not be altered or
rescinded without concurrence of the State of North Carolina."
e. "Alteration of the drainage as shown on the approved plan may not take place
without the concurrence of the State of North Carolina."
f. "All runoff from the built -upon areas on the lot must drain into the permitted
system. This may be accomplished through providing roof drain gutters which
drain to the street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that naturally drain into the
system are not required to provide these measures."
13. 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.
14. 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.
15. Prior to transfer of the permit, the pond must be inspected by DWQ personnel, and
determined to be in compliance with all permit conditions. Any items not in compliance
must be repaired or replaced to design condition prior to the transfer. Records of
maintenance activities performed to date will be required.
16. 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 su acture, orifice device and catch basins
and piping.
g. Access to the outlet structure must be available at all times.
�1

State Stormwater Management Systems
Permit No. SW8 000530
17. 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.
18. A copy of the recorded deed restrictions must be submitted to the Division within 30 days
of the date of recording the plat, and prior to selling lots. The recorded copy must bear the
signature of the Permittee, the deed book number and page, and stamp/signature of the
Register of Deeds.
19. 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.
20. 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.
21. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina and parking areas, but does not include raised, open wood decking,
or the water surface of swimming pools.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. In the
event there is a desire for the facilities to change ownership, or there is a name change of
the Permittee, a "Name/Ownership Change Form" must be submitted to the Division of
Water Quality accompanied by appropriate documentation from the parties involved,
such as a copy of the deed of trust. Other supporting materials, such as a signed Operation
and Maintenance plan in the case of engineered systems, will also be required. The
project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved. The permittee is required to
maintain compliance with all permit terms and conditions until such time as the permit
transfer is 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 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.
6. Permittee grants permission to staff of the DWQ to access the property for the purposes
of inspecting the stormwater facilities during normal business hours.
7. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
0

State Stormwater Management Systems
Permit No. SW8 000530
Permit issued this the 11th day of October, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Z Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000530
7

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
October 3, 2002
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Kirkwood Subdivision Modification
SW8 000530
New Hanover County, NC
TE 00012
Dear Linda:
OCT 0 3 2002
BY: �.
In response to your correspondence, dated September 16, 2002, for the above
referenced project, we offer the following:
1. A revised page no. 1 has been provided.
2. New calculations with the flood pool at 25.45 have been provided.
3. Calculations have been revised.
4. Calculations for each drainage area are provided.
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Charles D. Cazier, E.I.
CDC:dcb
Enc.

* * * COMMUNICATION RESULT REPORT ( SEP.16.2002 12:54PM )
FILE MODE OPTION
31e MEMORY T?;
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
C
B
ADDRESS (GROUP)
9-7635631
TI
R ULT
P. 1
NCDENR WIRO
PAGE
------- -P. 2-2
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Dare: September 16, 2002
To: Charles COXier
Company: 'Tripp Engineering
FAX #: [phone]
Alan W. Klimek p.E., Director
Division of 1Nater Quality
Wilmington Regional Office
FAX COVER SHEET
Noe of riagas. %
�'
r ,
From: Linda Lewis
Water Quality Sectiou - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater f roject Number: SW$ 000530 Modification
Project Name: lUrkwood Subdivision
MESSAGE*.
Dear Charlie:
please s�xl�rnit a revise4 base 1 of the wet pond supplement with the proposed ohanges to the flood
pool elevation (now 25.45), Permanent pool volume (now 1,291,2S7 fig), temporary pool volume
(now 1,044,500 fig), forebay volume (now 282,$88 f$g) and orif o diameter (now 611).
The calculations submitted on July 26, 2002, still show 23.2 as the flood pool elevation and 342,023

©� W AT
r
D �
Date: September 16, 2002
To: Charles Cazier
Company: Tripp Engineering
FAX #: [phone]
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
FAX COVER SHEET
No. of Pages: 2
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SWS 000530 Modification
Project Name: Kirkwood Subdivision
MESSAGE:
Dear Charlie:
Please submit a revised page 1 of the wet pond supplement with the proposed changes to the flood
pool elevation (now 25.45), per~nanent pool volume (now 1,291,257 ft3), temporary pool volume
(now 1,044,500 ft3), forebay volume (now 282,888 ft3) and orifice diameter (now 6").
The calculations submitted on July 26, 2002, still show 23.2 as the flood pool elevation and 342,023
as the temporary pool volume provided.
The average head for determining the orifice size is approximately (25.45 - 22)/2 = 1.725'. The
calculations use 0.6'. Luckily, a 6" orifice is still OK, but please revise the calculations.
I had previously requested that you submit sufficient calculations to demonstrate that each pond is
not receiving too much runoff from it's individual drainage area. A drainage area map was submitted,
but no calculations.
S:\WQS\STORMWAT\ADDINFO\2002\000530.SEP
?KW,
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

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TRIPP ENGMERMG, P.C.
41 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
July 26, 2002
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Kirkwood Subdivision Modification
SW8 000530
New Hanover County, NC
TE 00012
Dear Linda:
RECEIVED
JUL 2 6 2002
DWQ
PROD # -�'w S OCR Sad
In response to your correspondence dated June 12, 2002, we offer the following:
1. Page three has been corrected to state 3,500 sf.
2. Deed restrictions will be sent under separate cover.
3. Outlet structures have been removed for ponds #2 and #3 as per your written
request and discussion on July 23, 2002.
4. We have revised the application to show this area as future.
5. An extra C-1 sheet has been highlighted to show drainage areas to each pond.
6. The calculation and supplement have been revised to show a 6" orifice.
7. Additional forebay volume has been provided.
8. Two (2) full sets of plans have been provided.
4. Supplements, calculations and details all propose the outlet structure to be
constructed with the normal pool at 22.0 and the flood pool at 25.45.
Please review for approval and contact us with any questions, comments or if you need
additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Charles D. Cazier, E.I.
CDC:dcb
Enc.

Y=irE �.. a a c•: z ,
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek P.E., Director
Division of Water Quality
Wilmington Regional Ofrice
June 12, 2002
Mr. Mickey Fogleman, President
Fogleman, Saffo & Turner, Inc.
109 Hinton Avenue, No. 7
Wilmington, NC 28403
Subject: REQUESTFORADDITIONALINFORMATION
Stormwater Project No. SW8 000530 Modification
Kirkwood
New Hanover County
Dear Mr. Fogleman:
The Wilmington Regional Office received a Stormwater Management Permit Application
for Kirkwood on April 4, 2002. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
1. The built -upon area per lot limits on Page 3 of the application must show the
previously permitted 3,500 ft2 per lot for the single family lots. Unless the
Townhomes will be sold individually with all of the lot, like a single family home,
the built -upon area for each townhome lot need not be limited. A modification simply
means that all previously permitted elements of the plan that are not being modified
must be shown and included with the modified elements.
2. Please send in a copy of the recorded deed restrictions.
3. The narrative indicates that the three ponds are all interconnected and will act as one,
but Pond 3 has an outlet structure. Please modify or remove this 'outlet structure"
and replace it with a pipe so that the pond will rise and fall with the other two ponds
and provide a separate detail for this outlet, if it will remain.
4. To facilitate permitting in the future, the townhomes will be permitted as future
development rather than offsite, as long as the:corporation owns that property. If
Fogleman., Saffo & Turner, Inc, retain ownership, a plan (not a permit) wilf need to
be submitted and approved prior to development. If the ownership changes, the new
owners must apply for and receive a separate offsite permit prior to development.
5. Please delineate the individual drainage areas for each of the three sections of the one
large pond and provide design calculations. I must be able to determine that no one
section of the pond is receiving too much runoff, and that Pond 1 will be able to treat
the direct runoff it receives as well as the runoff from the other ponds. You need not
6. The supplement and calculations use an 8.25" q), but the outlet structure detail shows
a 6" 9. Please revise the detail to show an 8.25" orifice.
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 (91Q) 395-3900 Fax [phone] Customer service
800-623-7748

Mr. Fogleman
June 11, 2002
Stormwater Project Igo. SW8 000530 Modification
---------------------------------------------------
7. The forebay volume is below the minimum acceptable range of 18%-22%. Please
provide additional forebay volume.
8. Please provide two copies of sheet C-13.
9. The outlet structure detail does not provide an outlet at the temporary pool elevation
of 23.2. The top of the structure is set at 25.45. If it is: your intent to store runoff up
to 25.45 without any other outlet except for the orifice, please revise the supplement
to show a temporary pool elevation at 25.45 and. a larger temporary pool volume.
Otherwise, please provide a weir cut at elevation 23.2.
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 11, 2002, 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 Plan, is a violation of NCGS 143-215.1 and is subject to
enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original documents
must be returned or new originals must be provided. Copies are not acceptable. If you have any
questions concerning this matter please feel free to call me at.(.910) 395-3900.
Sincerely,:.,
Linda Lewis
Environmental Engineer
RSSiari: S:1WQSISTORMWATIADDINFO120021000530 Modification.JUN
cc: Linda Lewis
Charles Cazier, Tripp Engineering

TTRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
April 4, 2002
NCDENR APR 0 4 2002
Division of Environmental Management
Water Quality Section ,
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Kirkwood Townhomes / Kirkwood Subdivision Modification
SW8 000530
New Hanover County, NC
TE 02010 / 00012
Dear Linda:
We are submitting for a modification to permit number SW8 000530 Kirkwood
Subdivision. The modification is for the off -site single-family Pilots Ridge lots. This area has
been redesigned as a townhome community. In addition to the off -site redesign, a third pond is
being constructed. As before, with two ponds, the new three ponds will rise and fall together
via a 48" connector pipe. Requirements for Sate and County stormwater permits have been
met with the new three pond design.
Enclosed please find two (2) sets of plans for each project, two (2) signed original and
two (2) copies of the application forms, one (1) wet detention basin supplement, one (1) off -
site system supplement, two (2) sets of calculations and two (2) checks for the application fees.
Please review for approval and contact us with any questions, comments or if you need
additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Charles D. Cazier, eE.L
CDC:dcb
Enc.