SW8941203_HISTORICAL FILE_20050805

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 P4 /2 O 3
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
rAl HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
200 S O S O S
YYYYMMDD

�OFWATF9Q Michael F. Easley, Governor
�O G William G. Ross, Jr., Secretary
�2 North Carolina Department of Environment and Natural Resources
Q Alan W. Klimek, P.E. Director
Division of Water Quality
August 5, 2005
Robert B. McHenry, President
Harbour Development Corporation
Post Office Box 433
Oak Island, NC 28465
Subject: Stormwater Permit No. SW8 941203 Modification
St. James By The Sea Subdivision and Beach Club
High Density Subdivision Project
Brunswick County
Dear Mr. McHenry:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for St. James By The Sea Subdivision and Beach Club on July 15, 2005 . Staff
review of the 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 941203 Modification, dated August 5, 2005, for the construction of
the project, St. James By The Sea Subdivision and Beach Club.
This permit shall be effective from the date of issuance until August 5, 2015, 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 150E 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 Rhonda Hall, or me at [phone].
Sinc�lY,
Ed Beck
Regional Supervisor
Surface Water Protection Section
ENB/rbh: S:\WQS\STORMWAT\PERMIT\941203 Mod.aug05
cc: Phil Norris, P.E., Andrew &Kuske Consulting Engineers, Inc.
Brunswick County Inspections
Rhonda Hall
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Ddve Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.encstate.nc.us One
NorthCaro/l/ina
An Equal Opportunity/Affrmalive Action Employer — 50% Recycled110% Post Consumer Paper I%a[�Fl(1'(t[l //

State Stormwater Management Systems
Permit No. SW8 941203 Modification
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
Robert B. McHenry, Harbour Development Corporation
St. James By The Sea Subdivision and Beach Club
Brunswick 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 August 5, 2015 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.
This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.5 on page 3 of this permit. The subdivision is
permitted for 20 lots, each allowed 4,000 square feet of built -upon area.
Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans. 1
Page 2 of 9

State Stonnwater Management Systems
Permit No. SW8 941203 Modification
5. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a. Drainage Area, acres:
5.5
Onsite, ft2:
239,580
Offsite, ft2:
None
b. Total Impervious Surfaces, ft2:
143,748
Lots at 4,000 ft2:
80,000
Roads/Parking, ft2:
22,320
Other, ft2:
41,428
Offsite, ft2:
None
C.
d.
e.
f.
Pond Depth, feet:
4.5
TSS removal efficiency:
90%
Design Storm:
1"
Permanent Pool Elevation, FMSL:
5.5
Permitted Surface Area @PP, ft2:
13,450
Permitted Storage Volume, ft3:
14,578
Storage Elevation, FMSL:
6.5
Controlling Orifice:
Permanent Pool Volume, ft3
Forebay Volume, ft3:
Maximum Fountain Horsepower:
Receiving Stream / River Basin:
Stream Index Number:
Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
1.75" 0 pipe
32,022
NA
1/8
Davis Canal/Cape Fear
18-50-5-2
"C„
1. 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 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.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 941203 Modification
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area. Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to 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 all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. 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.
7. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
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.
10. 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.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 941203 Modification
12. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 941203 Modification,
as issued by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
The maximum built -upon area per lot is 4,000 square feet. 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.
g. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
All runoff 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 will naturally
drain into the system are not required to provide these measures.
Built -upon area in excess of the permitted amount will require a permit
modification.
13. 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 contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
14. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
c. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 1/8 horsepower.
Page 5 of.9

State Stormwater Management Systems
Permit No. SW8 941203 Modification
15. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must 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 that all components of the permitted stormwater system
function 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 structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
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. 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.
19. 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 to any person or entity except after notice to and
approval by the Director. In the event there is either 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.
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. 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 responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
Page 6 of 9

State Storrnwater Management Systems
Permit No. SW8 941203 Modification
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The 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. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
9. 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.
Permit issued this the 51" day of August, 2005.
NORTH AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
(3vtl, _
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 941203 Modification
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 941203 Modification
St. James By The Sea Subdivision and Beach Club Page 1 of 2
Stormwater Permit No. SW8 941203 Modification
Brunswick County
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 941203 Modification
Certification Requirements:
Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 9 of 9

TABLE "A"
Allowable Impervious Area
St. James By The Sea
Lots 3 — 22
4,000 SF / Lot
St. James Beach Club & Streets 63,748 SF

W ATFR
0
rll�
Mr. Robert B. McHenry, Agent
Harbour Development Corporation
Post Office Box 433
Oak Island, NC 28465
Dear Mr. McHenry:
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
October 20, 2004
Subject: Request for Additional Information
Stormwater Project No. SW8 941203 Mod
St. James By The Sea Subdivision and Beach Club
Brunswick County
The Wilmington Regional Office received a Stormwater Management Permit Application for St. James By The Sea
Subdivision and Beach Club on May 13, 2004 with additional information being received on October 18, 2004. 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. Please provide a copy of the recorded deed restrictions for St. James by the Sea Subdivision and Beach
Club. If order for the restrictions to apply to all current and future owners, the deed restrictions must
have been recorded prior to the sale of the lot(s) or the signature of each current lot owner must be
obtained on the amended document.
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 November 10, 2004, 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 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,
Rhonda Hall
Environmental Engineer
RSS/rbh: S:\WQS\STORMWAT\ADDINF02004\941203.oct04
cc: Phil Norris, P.E.
Qthonda--HaIP
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Services-877.623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o,enr.state.nc.us NOne
orthCarolina
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper Xaturall//

WET DETENTION POND ANALYSIS
FILE NAME: G:\DATA\WPDATA\WQS\POND\941203 Mod.WK1
PROJECT #: SW8 941203 Mod REVIEWER: R. Hall
PROJECT NAME: St: James By7he Sea & Clubhouse DATE: 20-Oct-04
r
Receiving Stream: Davis Cahal Class: C f1��
Drainage Basin: Cape Fear Index No. 18 50-5-2
Site Area 624acres
rr nm+yn»»
Drainage Area 23958000 square feet Area in Acres
IMPERVIOUS AREAS Rational C
Buildings'.: 102320.00 ,: square feet
Streets 16,000.00'!square feet
Parking 25428.00 square feet
square feet
square feet
square feet
TOTAL 143748.00;' square feet Rational Cc I' ,',%, f3,Lt,s
SURFACE AREA CALCULATION
% IMPERVIOUS
Des. Depth
TSS:
�;v ni s i
�� s s, s iat'� ��5�4•.
SA/DA Ratio I' 'h 4il'l4
Req. SA € J15fbsf
Prov. SA i Rs 13450 sf
VOLUME CALCULATION " place a "1" in the box if Rational is used
Rational ?'
Des. Storm
Rv=
Bottom
Perm. Pool
Design Pool
Storage met @
Req. Volume
Vol. Prov. at DF
ORIFICE CALCULATION
Avg. Head =
Flow Q2, cfs
Flow Q5, cfs
No. of Orifices
Diameter, inches
Drawdown =
inches
msl
msl
msl
msl
cf
cf
Perm. Pool Volume=
Req. Forebay Volume=
Provided Volume=
Percent=
Elevation Area
5.50 13450.00
6.50
Inc. Vol. Acc. Vol.
14578.00 14578.00
ft
Q2Area € t ,2s9$sq.inches
cfs
05 Area 1O j sq. inches
cfs
Orifice Area ' ,?sq. inches
_ ,,w,9
Q= 0.055 cfs
weir H x W
0 in x in
days
Surface Area @DP = f 5{3<sq. ft.
Falling Head Drawdown = 4 (days
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines.

AC J. Phillip Norris, P.E.
NORRIS, KUSKE &TUNSTALL Johne,III,P.E.
JohnnSS.. Tunstall, P.E.
CONSULTING ENGINEERS, INC. J.A.Kuske,RE. ofCounsel
October 15. 2004
Msr­Rhonda Hall,InvironmentaI Engineer
NC-DENRYDiAl'on of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: St. James By the Sea
SW8 941203 Mod.
Brunswick County
Review Comments
NKT Project No. 03173
Dear Ms. Hall:
We are responding to your comments of August 9, 2004 as follows:
1. Mr. Robert B. McHenry is the President of Harbour Development Corp. We will change the
application to reflect that.
2. A certification is enclosed
3. The total project acreage has been changed to 6.24 acres.
4. The project built upon area has been added.
5. Original signatures are now on the application.
6. The drainage area has been changed to 5.5 acres.
7. Two (2) complete sets of drawings are enclosed. We recommend that the original drawings with
details of the outlet structure and catch basin be retained in your set.
We are enclosing revised applications and plans for your continued review and approval. Please contact
us if you have any further questions or comments. Thank you for your assistance on this project.
Sincerely,
NORRIS, KUSKE, & TUNSTALL
CONSULTJN"NGINEERS, INC.J
)JPN/asn
Philp orris, P.E / r OCT 18 2004 J
0317310-15-04-s-swresponse-Ilr
BY: J
cc: Robert McHenry
Bryant Spencer / St. James Plantation, LLC
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

NKT #03173
Permit Nov1019
State of North Carolina (to be provided by DWQ)
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
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
1. PROJECT INFORMATION
Project Name: St. James By The Sea Subdivisiion and Beach Club
Contact Person: Phil Norris, P.E. Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to: 1
elevations
Basin Bottom Elevation 1.0 ft. (floor of the basin)
Permanent Pool Elevation 5.5 ft. (elevation of the orifices)
Temporary Pool Elevation 6.5 ft. (elevation of the discharge structure over,/low)
areas
Permanent Pool Surface Area 13,450 sq. ft. (water surface area at the orifice elevation)
Drainage Area 5.50 ac. (on -site and off -site drainage to the basin)
Impervious Area 3.30 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 32,022 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 14,578 cu. ft. (volume detained above the permanent pool)
Forebay Volume NIA cu. ft. (approximately 20% of total volume)
Other parameters
SA/DA' 0.048 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 1.75 in. (2 to 5 day temporary pool draw -down required)
Design Rainfall 1.0 in.
Design TSS Removal Z 90 % (minimum 85% required)
Form SWU-102 Version 3.99 Page 1 of 4

Footnotes:
I. When using the Division SAMA tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2. In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
900/6TSS removal. The NCDENR BMP manual provides design tables for both 85%TSS removal and 90%TSS removal.
H. 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, February 1999) and Administrative Code
Section: 15 A NCAC 21-1 .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.
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20°/r of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations.
f. The basin length to width ratio is greater than 3: I.
g. The basin side slopes above the permanent pool are no steeper than 3: I.
h. A submerged and vegetated perimeter shelf with it slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
j. A trash nick or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
I. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
�— m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) ❑ does
This system (check one) ❑ does
Form SWU-102 Version 3.99
® does not incorporate a vegetated filter at the outlet.
® does not incorporate pretreatment other than a forebay.
Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of temporary pool occurs
within 2 to 5 days as designed.
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 (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.)
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3.37 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3.37 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 5.5
Sediment Re ioval El. 2.13 75°
---------------t
Sediment Removal Elevation 2.13 Qottom EI vation 1_0 5% --------------------------1750/4
-----
FOREBAY
Bottom Elevation 1.0
MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
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.
Form SWU-102 Version 3.99 Page 3 of 4

All components of the wet detention basin system shall be maintained in good working order.
1 acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Robert B. McHenry
Title: President
Address: P.O. Box 433 Oak Island. NC 28465
Phone:
Signature.
Date: /O -
Note: 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.
I, a Notary Public for the State of I�O ( Q r I in a-
nI
County of I V e�c_� an ny� do hereby certify that Q,
Personally appeared before me this 6'1�6 day of ��„ �Q l and acknowledge the due
Execution of the foregoing wet detention basin maintenance requirements. Witness my hand and official seal.
,�,OTAgI-
aa•
"raininu" �•. SEAL
Signature
My commission expires 06 - U 1p - 09
Form SWU-102 Version 3.99 Page 4 of 4

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NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
August 18, 2004
Ms. Rhonda Hall
NC DENR
Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Stormwater Project No. SW8 941203 Modification
St. James By the Sea Subdivision and Beach Club
Brunswick County
NKT Project No. 03173
Dear Ms. Hall:
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
In response to your comment letter of August 9, 2004, we do not feel that the 1-week
response time is reasonable for this project. We need more time to gather the
information you have requested. We will respond and submit the requested information
to you as soon as it is gathered.
Please contact us if you have any questions or comments. Thank you for your
assistance on this project.
Sincerely,
NORRIS, KUSKE, & TUN TALL
CONSULTIMG ENGINEERS. INC.
J.
03173 08-18-04-s-sw response-time-Itr
cc: Bryant Spencer / St. James Plantation, LLC
"G 1 9 2004
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
= -
August 9, 2004
Mr. Robert B. McHenry, Agent
Harbour Development Corporation
Post Office Box 433
Oak Island, NC 28465
Alan W. Klimek, P.E. Director
Division of Water Quality
Subject: Request for Additional Information
Stormwater Project No. SW8 941203 Mod
St. James By The Sea Subdivision and Beach Club
Brunswick County
Dear Mr. McHenry:
The Wilmington Regional Office received a Stormwater Management Permit Application
for St. James By The Sea Subdivision and Beach Club on May 13, 2004. 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. If you are signing as an agent for Harbour Development Corporation, I will need a
document from the owner of Harbour Development Corporation authorizing you
to sign on his behalf.
2. Please provide a certification from an appropriate designer for the stormwater
management system installed certifying that the permitted facility has been
installed in accordance with the permit, the approved plans and specifications, and
other supporting documentation. Any deviations form the approved plans and
specifications must be noted on the Certification.
3. Please verify the total project area on page 2 of 4 the application. The original
permit was permitted for a total project area of 6.24 acres.
4. Please provide the project built upon area on page 2 of 4 of the application.
5. Please provide the original signature of the owner/signing official on page 4 of 4
of the application and page 4 of 4 of the wet detention basin supplement.
6. Please verify the drainage area on page I of 4 of the wet detention basin
supplement. The hydraulic calculations show the drainage area as being 5.5 acres
versus 2.93 acres.
7. Please provide a complete set of drawings or provide written documentation as to
what drawings are to be incorporated from the previous application. The
drawings provided did not show the outlet structure details or the catch basin
details.
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 16, 2004,
or the application will be returned as incomplete. The return of a project will necessitate
resubmittal of all required items, including the application fee.
North Carolina Division of Water Quality 127 Cardinal Drive Extention Phone [phone] Customer
Service 1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405 FAX [phone] Internet
h2o.enrstate,nc.us
An Equal Opportunity/Affirmative Action Employer - 50% Recycledll 0% Post consumer Paper
ra
ucn

Mr. McHenry
• 08/09/04
Stormwater Application No. S W8 941203 Mod
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 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 correspondenceAny 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,
Rhonda Hall
Environmental Engineer
RSS/rbh: . S:\WQS\STORMWAT\ADDWO\2004\941203.aug04
cc: Phil Norris, P.E.
Rhonda Hall

41
STORMWATER SYSTEM NARRATIVE
ST. JAMES BY THE SEA SUBDIVISION AND BEACH CLUB
Oak Island, North Carolina
For
Harbour Development Corporation
P.O. Box 433
Oak Island, NC 28465
[phone]
�Aj
May 2004
Prepared by:
NORRIS, KUSKE, & TUNSTALL CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] — (Fax)
E-mail: [e-mail]
NKT Project No. 03173

A
i
NARRATIVE
STORMWATER MANAGEMENT MEASURES:
The project site is located at Oak Island in Brunswick County, North Carolina.
This project was originally approved as a 22-lot subdivision with a commercial (beach
club) area. The developer wished to use 2 of the lots for additional parking for the
beach club. Survey data indicates that the as -built size of the existing retention ponds
are adequate to accommodate the additional impervious area. The stormwater runoff
from the 2=acre, development will be directed to an existing stormwater detention
' pond syst . The stormwater detention pond was designed to accommodate this site
at 60% impervious area lot coverage and provide 90% TSS removal without a
vegetated filter.
CONSTRUCTION SEQUENCE:
The Contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed
when and if conditions warrant during construction. The detention pond/silt basins will
be constructed immediately after that portion of the site is cleared, and outlet structure
with protection will be installed. Disturbed areas will be landscaped or seeded upon
completion. The detention pond will be cleaned out to remove any sediment that
accumulates during construction.

NORRIS, KUSKE & TTUNSTALL
CONSULTING ENGINEERS, INC.
902 MARKET STREET • WILMINGTON, NC 28401
PHONE[phone] • FAX [phone]
May 12, 2004
Ms. Linda Lewis, Environmental Engineer
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Submittal
St. James By The Sea Subdivision and Beach Club
Oak Island, NC
NKT Project No. 03173
Dear Ms. Lewis:
J. PHILLIP NORRIS, P.E.
JOHN A. KUSKE, III, P.E.
JOHN S. TUNSTALL, P.E.
J.A. KUSKE, P.E. OF COUNSEL
MAY 13 2004
Enclosed are two (2) sets of plans for the subject project, one (1) set of
calculations, the original Division of Water Quality Stormwater Management
Permit application, the original SWU-102 supplement form, one (1) copy of the
stormwater narrative and a $420.00 check for the processing fee.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
NORRIS, KUSKE, & TUNSM
CONSULIW-G ENGINEERS,
JPN/asn
03173 05-12-04-s-sw-Itr
Enclosures
cc: Robert B. McHenry / Harbour Development Corporation

NKT #03173
Date Received
Fee Paid
Permit Number
a0,00 a-\
bW� �L-i,, \a o3 Mop
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORM WATER MANAGEMENT PERMIT APPLICATION FORM
This form may he photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Harbour Development Corporation
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Robert B. McHenrv. President
3. Mailing Address for person listed in item 2 above:
P.O. Box 433
City: Oak Island
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
St. James By The Sea Subdivision and Beach Club
5. Location of Project (street address):
72ntl Street
County: Brunswick
6. Directions to project (from nearest major intersection):
From the intersection of NC 211 & NC 133, take NC 133 to Oak Island. Turn right onto Oak
Island Drive. Site is on the left between 716 Street & 72n,Street.
7. Latitude: 330 54' 28" Longitude: 780 05' 55" of project
8. Contact person who can answer questions about the project:
Name: Phil Norris, P.E. Telephone Number: [phone]
11. PERMIT INFORMATION
I. Specify whether project is (check one): New Renewal X Modification
Form SWU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
Existing permit number SW8 941203 And its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control _ 404/401 Permit _ NPDES Stormwater
Information on required state permits can he obtained by contacting the Customer Service Center at
1-877-623-6748.
Ill. PROJECT INFORMATION
In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Retention Ponds
2. Stormwater runoff from this project drains to the Cape Fear
River Basin.
3. Total Project Area: 6.24 AC 4. Project Built Upon Area: 60 %
5. How many drainage areas does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area l
Drainage Area 2
Receiving Stream Name
Davis Canal
Receiving Stream Class
Se'
Drainage Area
239,580 SF / 5.5 AC
Existing Impervious * Area
118,320 SF / 2.716 AC
Proposed Impervious* Area
25,428 SF / 0.584 AC
% Impervious* Area total
60%
Impervious* Surface Area
Drainage Area 1
Draina a Area 2
On -site Buildings
102,320 SF ! 2.349 AC
On -site Streets
16,000 SF ! 0.367 AC
On -site Parking
25,428 SF 10.584 AC
On -site Sidewalks
0
Other on -site
0
Off -site
0
Total: 143,748 SF / 3.30 AC
Total:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

How was the off -site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
The following covenants are intended io ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than See Table "A" squarefeet ofany lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include
wood decking or the water surface ofswimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess ofthe permitted amount requires a state storm water management permit modification
prior to construction.
5. All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system .shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for
the status and availability of these forms.
Form SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable supplement form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment / management
• Two copies of plans and specifications, including:
- Development /Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property / project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished Floor elevations
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Phil Norris, P.E.
Designated agent (individual or firm): Norris, Kuske, & Tunstall Consulting Engineers, Inc.
Mailing Address:
902 Market Street
City:
Wilmington
State: NC
Zip: 28401
Phone:
(910)
343-9653
Fax: [phone]
Vill. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in General Information, item 2) Robert B. McHenry, President
Certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions and
protective covenants wd recorded, and that the proposed project complies with the requirements of I SA NCAC
2H.1000. _ „ _ � i/
Form SWU-101 Version 3.99 Page 4 of 4

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Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
William G. Ross Jr., Secretary
FAX COVER SHEET
Date: ,
No. Of P es: J.
To: From:
CO: CO:
FAX#: [phone]
REMARKS
127 Cardinal Drive Extension, Wilmington, N.C. 29495.3845 Telephone [phone] Fus [phone]
An Equal Opportunity Aftmalive Action Employer