SW8030120_HISTORICAL FILE_20040204

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 030120
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
200L4020y
YYYYMMDD

Michael F. Easley, Governor
i
William G. Ross Jr., Secretary
Y
North Carolina Department of Environment and Natural Resources
r
—f
Alan W. Klimek, P.E.,Director
T
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
February 4, 2004
Mr. Bert Exum, President
WDV, LLC
PO Box 1967
Wilmington, NC 28402
Subject: Permit No. SW8 030120 Modification
Waterford Way
High Density Stormwater Project
Brunswick County
Dear Mr. Exum:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Waterford Way on February 4, 2004. 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 030120
Modification dated February 4, 2004, for the construction of Waterford Way.
This permit shall be effective from the date of issuance until February 4, 2014, 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, onlimitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Laurie Munn, or me at [phone].
Sincerely,
��`�'"
�R Rick Shiver
C� Water Quality Regional Supervisor
RSS/Ism: S:\WQS\STORMWAT\PERMIT\031020MOD.feb04
cc: Davis Fennell, P.E., Cape Fear Engineering
Delaney Aycock, Brunswick County Building Inspections
Laurie Munn
Wilmington Regional Office
Central Files
�m
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] ORA

State Stormwater Management Systems
Permit No. SW8 030120 Modification
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
Bert Exton, WDV, LLC
Waterford Way
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 February 4, 2014, 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 stormwater control has
been designed to handle the runoff from 162,476 square feet of impervious area.
The tract will be limited to the amount of built -upon area indicated on page 3 of this
permit, and per approved plans.
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.
The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system. A permit modification must be
submitted and approved prior to the construction of additional built -upon area from
outside of the approved drainage area.

State Stormwater Management Systems
Permit No. SW8 030120 Modification
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
Drainage Area, acres:
Onsite, sq. ft.:
Offsite, sq. ft.:
Total Impervious Surfaces, sq. ft.
Pond Depth, feet:
TSS removal efficiency:
Permanent Pool Elevation, FMSL:
Permitted Surface Area, sq. ft.:
Permitted Storage Volume, cubic ft.:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
Permitted Forebay Volume, cubic ft.
Waterford Way
SW8 030120 Modification
Brunswick County
Mr. Bert Exum
WDV, LLC
PO Box 1967
Wilmington, NC 28402
February 4, 2004
Jackey's Creek / Cape Fear
CPF17 18-77-3
"C Sw"
5.06
5.06
0
162,476
6.00
90% (no filter is required)
22.00
11, 13 7@Permanent Pool
13,356
23.10
1.5" 0 pipe (drawdown in 2-5 days)
6,093
3

State Stormwater Management Systems
Permit No. SW8 030120 Modification
II. SCHEDULE OF COMPLIANCE
1. 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.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. 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 slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
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 be allowed in the stormwater treatment system, subject to
the following criteria:
a. The fountain draws 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.
The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications
must be noted on the Certification. A modification may be required for those deviations.
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. At least 30 days prior to the sale or lease of any portion of the property, the permittee
shall notify DWQ and provide the name, mailing address and phone number of the
purchaser or leasee. 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 or lease of any portion of the property.

State Stormwater Management Systems
Permit No. SW8 030120 Modification
10. 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 any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the drainage
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.
11. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction. If the proposed BUA exceeds
the amount permitted under this permit, a modification to the permit must be submitted
and approved prior to construction.
12. 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.
13. The permittee must maintain compliance with the proposed built -upon area and ensure
that the runoff from all the built -upon is directed into the permitted system.
14. 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.
15. The permittee must maintain the current permitted drainage area. No additional runoff
from outside of the permitted drainage area boundary may enter the permitted stormwater
facilities without first applying for and receiving a permit modification.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director. In the
event of a change of ownership, or a name change, the permittee must submit a formal
permit transfer request to the Division of Water Quality, accompanied by a completed
name/ownership change form, 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. The permittee is responsible
for compliance with all permit conditions until such time as the Division approves the
transfer request.
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.

State Stormwater Management Systems
Permit No. SW8 030120 Modification
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 during normal business
hours 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:
Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
Permit issued this the 4th day of February 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

State Stormwater Management Systems
Permit No. SW8 030120 Modification
Waterford Way
Stormwater Permit No. SW8 030120 Modification
Brunswick Countv
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
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 is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date

State Stormwater Management Systems
Permit No. SW8 030120 Modification
Certification Requirements:
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 required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections

OFFICE USE ONLY
Date Received
Fee Paid
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ilao 10qI
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10-n OfI
'501 z At
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION:
1. Applicant's name (specify the name of the corporation, individual, etc. who owns the project):
WDV, Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Bert Exum, President
3. Mailing Address for person listed in item 2 above:
P. O. Box 1
City: Wilmington State:
Telephone Number: [phone]
NC
Zip: 28402
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Waterford Way
5. Location of Project (street address):
NC Hwv 17
City: Leland
County: Brunswick
6. Directions to project (from nearest major intersection):
Located along the north right-of-way on Hwy 17 at the Poole Road intersection
7. Latitude: 34112'60"
Longitude: 78001'14"
8. Contact person who can answer questions about the project:
Name: Bert Exum
II. PERMIT INFORMATION:
Telephone Number: [phone]
of project
1. Specify whether project is (check one): New Renewal X Modification
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 030120 And its issue date (if known) June 10, 2003
Fonn: SWU-101 Version 3.99 Page 1 of

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 be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. 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.
Stormwater will be treated in a wet detention basin.
2. Stormwater runoff from this project drains to the
3. Total Project Area: 5.06 acres
5. How many drainage basins does the project have? 1
Fear
4. Project Built Upon Area:
River basin.
73.7 %
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 1
Drainage Area 2
Receiving Stream Name
Jacke s Creek
Receiving Stream Class
C Sw
Drainage Area
220,414 sf (5.06 ac.)
Existing Impervious* Area
N/A
Proposed Impervious* Area
162,476 sf (3.730 ac.)
% Impervious* Area (total)
73.7 %
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
17,334 sf (0.398 ac.)
On -site Streets
N/A
On -site Parking
83,219 sf (1.910 ac.)
On -site Sidewalks
5,491 sf (0.126 ac.)
Other on -site
56,397 sf(1.295 ac.)
F Lot#I (by others
Off site
N/A
Total: 162,476 sf (3.730 ac.)
Total:
* bnpervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc
7. How was the off -site impervious area listed above derived? N/A
Form: SWU-101 Version 3.99 Page 2 of

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.
1. Thefollowing covenants are attended to 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 ** square feet of any 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.Lot#I shall be limited to 56,397 sf of built upon area.
3. Swales shall not be fulled in, piped, or altered except as necessary to provide driveway crossings.
4. Bunt -upon area in excess area of the permitted amount requires a state stormwater management permit modification prior to
construction
5. All permuted runofffrom outpareels 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
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
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.
Fono: SWU-101 Version 3.99 Page 3 of 4

Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form zGC G
• One copy of the applicable Supplement Form(s) for each BMP -ea_ d
• Permit application processing fee of $420 (payable to NCDENR) gce. C
• Detailed narrative description of stormwater treatment /management 2 cL u
• Two copies of plans and specifications, including: QcLd
-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
-Details of roads, drainage features, collection systems, and stormwater control measures
-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 submittal authority to another individual or firm so that they may provide information on you
behalf, please complete this section:
Designated agent (individual or firm): Cape Fear Engineering, Inc.
Mailing Address: 151 Poole Road, Suite 100
City:
Belville
State: NC
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
Zip
28451
1, (print or type name ofperson listed in General Information, item 2) Bert Exum
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 will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Signature:
.n
Date: I hLz 16 C/
Form: SWU-101 Version3.99 Page 4of4

DESIGN NARRATIVE
L GENERAL:
The project site is located off of Hwy 17 at Poole Road in the Waterford Development within the
city limits of Leland in Brunswick County, North Carolina. The project area for the commercial
site is approximately 5 acres. Drainage considerations are to be in accordance with DEM storm
water requirements.
2. EXISTING SITE:
Site topography in the area is relatively flat with slopes typically less than one (1) percent. The
vegetation consists primarily of grasses and minor ground cover within the area of the
improvements. Subsurface soils are typically a mixture of sands, silty sands and organics.
3. PROPOSED IMPROVEMENTS:
Improvements proposed include the construction of three commercial buildings with required
parking. The site will be graded to divert all storm water runoff into curb inlets and drop inlets to
the proposed storm water treatment pond. The pond will be roughed in first and will be utilized
to collect and contain any sediment during construction from leaving the site.
4. DRAINAGE CALCULATION CONSIDERATIONS:
Attached to this design narrative are the drainage calculations detennining the amount of storm
water to be contained and treated prior to entering any downstream surface waters. The proposed
design for this project is to be a storm water treatment pond designed to the NCDENR
requiremments for 90% TSS removal.
5. EROSION CONTROL CONSIDERATIONS:
The proposed storm water pond will be used as a trapping device during construction and has
sufficient storage for the calculated amount of disturbance. Also, the North, West and South
perimeter will be enclosed in silt fence as added protection for the existing ditch along the
property lines. The area of disturbance is limited to within the 5 acre project area. Maximum
graded slope is not to exceed three (3) to one (1) with vegetative establishment a priority.
6. MAINTENANCE CONSIDERATIONS:
During construction, the Contractor shall be required to inspect and repair as needed all erosion
control devices after any significant rain event. Any measure found not performing its intended
function, shall be repaired immediately. Upon completion of construction the establishment of
permanent ground cover will be a priority.

Waterford Way
SW 030120.Mod
Permit Written: February 4, 2004
Iligh Density Detention Pond
Location: 11wy 17 & Poole Road intersection
Storm Pond:
Design Storm:
1.10"
Pond Depth:
6'
TSS Removal:
90%
Perm F.lv:
22'
Temp Elv:
23.10'
Controlling Orifice:
1.5"
Permitter: Bert Exam
WDV,LLC
PO Boa 1967
Wilmington, NC 28402
Inspection Comments:

[Fwd: Comments for Waterford Way]
Subject: [Fwd: Comments for Waterford Way]
Date: Mon, 02 Feb 2004 14:38:00 -0500
From: Laurie Munn <[e-mail]>
Organization: DWQ Wilmington Regional Office
To: Davis Fennell <davis. fennel )@capefearengineering.com>
Davis,
I got your voice message. I am currently reviewing the offsite permit,
so they will be issued at the same time. If Mr. Saieed is authorized to
sign the application, we will need a letter from the owner stating so.
Otherwise, the financially responsible party will need to sign. I will
let you know if there are any other comments.
As for Waterford Way, please add to the plans:
Legend.
Property line bearings and dimensions (include bearings and dimensions
for Lot 1).
Note that there are no wetlands on the site.
Note that all roof drainage is directed to the pond.
Parking and driveway dimensions.
Revised deed restrictions.
I think this will finish things up for Waterford Way.
Call me with questions. I will get you the off -site comments asap and
then we can set up a meeting.
Laurie
Subject: Comments for Waterford Way
Date: Mon, 02 Feb 2004 13:31:22 -0500
From: Laurie Munn <Lauri e.Munn@ncmai 1. net>
Organization: DWQ Wilmington Regional Office
To: Davis Fennell <davis. fennel )@capefearengineering.com>
Davis,
There is some information that is on sheets 1 & 2 (Site and Grading
Plans) of the previous submittal that must be resubmitted for the
modification. We throw out the entire old plan set. So, can you please
send over a new Site Plan and a new Grading Plan (2 copies) showing the
revised lot layout. Also, make sure to dimension the property lines for
lot 1. If you want to schedule a meeting, I can look at all of it when
you bring it in and give you a definite date as to when the permit will
be issued. Also, you can red -line any information that needs revising
(if any) in the meeting. Also, a few covenants have been left off. I
will fax over what needs to be included.
Let me know if you are planning to come by. I would like to return the
other checks.
Call me with any questions.
Laurie
l of2 2/4/2004 7-56 AM

[Fwd: Comments for Waterford Way]
Laurie Munn <Laurie.Munn a_,ncmail.net>
Environmental Engineer
North Carolina Dept of Environmental and Natural Resources
NCDWQ Wilmington Regional Office
Laurie Munn <Laurie.Munn(o)ncmail.net>
Environmental Engineer
North Carolina Dept of Environmental and Natural Resources
NCDWQ Wilmington Regional Office
2 of 2 2/4/2004 7:56 AM

P. 1
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COMMUNICATION RESULT REPORT ( FEB. 2.2004 2:33PM ) * * *
TI NCDENR WIRO
OPTION ADDRESS (GROUP) SU T PAGE
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9-3831045
P. 212
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REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F, Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date: No. Of Pages: 9-,
To: 1S From: W U AZ /1A u-n
CO: CO: DWQ - ac arrytLgLt q
FAX #: — 10 FAX#: [phone]
REMARKS: r-a ck nv.e
127 Cardinal Drive Extension, Wilmington, N.C. 29405-3945 Tolephone [phone] FAX [phone]
An Equal Opportunity Afrirmative Action Employer

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
To:
CO: C
FAX #:
REMARKS: ra-Lc
FAX COVER SHEET
No. Of Pages: d-�
From: LO IAVLe /Vt c r)
CO: Dw Q - Pvf ss Rer mt t*A,6�
FAX#: [phone]
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer

1'
VII. For High Density Residential Subdivisions: (In addition to L1 -1.5 and all others that apply)
The maximum allowable built -upon area per lot is 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.
If the BUA per lot varies, please record as follows and provide a complete lot listing with proposed BUA:
The maximum allowable built -upon area per lot is as follows:
Lot # BUA Lot # BUA
Lot # BUA
These allotted amounts include 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.
All runofffron 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 to collect lot runoff and directing them into the stormwater system or into the street.
Lots that will naturally drain into the system are not required to provide these additional measures.
VIII For Shopping Centers with Outpareels or a Future Development allotment: (1n addition to 1-1 through 1-5
and all others that apply)
1. The maximum built -upon area for outparcel(s) and future areas shown on the approved plans is as follows:
Outparcel # BUA Future Development
These allotted amounts include any built -upon area constricted within the property boundaries, and that portion
of the right-of-way between the lot lines 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.
The runofffrom all built -upon area on the outparcel or future area must be directed into the permitted
stormwater control system.
Built -upon area in excess of the permitted amount will require a permit modification.
The connection fron the outparcel's collection system into the stormwater control shall be made such that short-
circuiting of the system does not occur.
05 Each outparcel or future development tract whose ownership is not retained by the pernnittee, shall submit a
separate offsite stormwater permit application to the Division of Water Quality and receive a permit prior to
construction.

Re: Waterford Express Permitting
Subject: Re: Waterford Express Permitting
From: "Davis Fennell" <davis.fennel]@capefearengineering.com>
Date: Thu, 29 Jan 2004 09:40:18 -0500
To: "Laurie Munn" <[e-mail]>
Thank you for looking into this already - I am corresponding with the powers
that be and I think that I will have the checks by Monday at the latest.
Looking forward to working with.you on this one.
Davis
----- Original Message -----
From: Laurie Munn <Laurie.Munn®ncmail.net>
To: <davis.fennell6capefeareng.com>
Cc: Cameron Weaver <[e-mail]>
Sent: Wednesday, January 28, 2004 1:01 PM
Subject: Waterford Express Permitting
Davis,
I will be out of the office on Monday, but you can fax your narrative to
Cameron Weaver, Express Permitting Coordinator. You actually can go
ahead and send the narrative over. I have looked at the plans, and the
project is suitable for Express Stormwater Permitting. As I mentioned
in our phone conversation, the fee for the high -density development is
$4000, and the fee for the off -site is $2000. As soon as the checks are
dropped off, I will start the review. If the owner decides not to go
this option, then I will check it into the normal stormwater program. I
will give Cameron the checks submitted for normal stormwater fees, and
he can return them to you when you bring the new ones in. If you get
the okay for Express on Monday, I will plan to do the review on Tuesday
morning. Please call me if you have any questions.
Thanks,
Laurie
1 of 1 7/12/2004 12:26 PM

Re: Waterford Express Permitting
Subject: Re: Waterford Express Permitting
From: "Davis Fennell" <[e-mail]>
Date: Fri, 30 Jan 2004 08:58:30 -0500
To: "Laurie Munn" <[e-mail]>
Just got the call that the check is ready. I'll be over later this morning
to drop off the check and the express narrative to go with the previously
submitted applications. I'll look for your questions/comments sometime
Tuesday?
----- Original Message -----
From: Laurie Munn <[e-mail]>
To: Davis Fennell <davis.fennellOcapefearengineering.com>
Sent: Thursday, January 29, 2004 11:24 AM
Subject: Re: Waterford Express Permitting
That sounds great. If you drop it off on Monday, contact Cameron Weaver
(395-3900). I am giving him the checks to return to you and you can
give him the new ones. I'll be back on Tuesday.
Laurie
1 of 1 7/12/2004 12:26 PM

;gg���
CAPE FEAR
Engineering, Inc.
151 Poole Road Swte 100
9eM le, NC 28 51
TEL [phone]"
FAX (910) 383-IN5
wwwxapefeareng com
To:
NCDENR — Div. of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn:
Linda Lewis
❑ As Requested ❑ For Your Files
❑ Sent via Mail ❑ Sent via Courier
Transmittal
Date: 01 /23/04
File: 650-12
Subject: High Density -SW Application
Waterford Way
5 Acre Commercial Site
❑ For Distribution ® For your Review / Action / Approval
Quantity
Drawing No.
Description
2
Sets
Plans
2
Copies
Design Narrative with Supporting Calcs.
2
Original and One Copy of Application
2
Original and One Copy of Wet Detention Basin Supplement
2
Designers Certification — Wet Pond
2
Copies
Proposed deed restrictions
1
$420.00 Application Fee
REMARKS Attached please find the above described materials for your review and approval. The offsite permit
for Lot#1 is being submitted concurrently for review and approval and is attached to this submittal.
As always, please contact this office if you have any questions, comments, or require additional
information regarding this matter.
CC:
File
Cape FVrngine ing, Inc.
W
Signed
K. Davis Fenn , PE
Trans-NCDENR-22jan04.doc

SAMPLE STORMWATER DEED RESTRICTIONS
LOT#1 AT WATERFORD WAY
S. Stormwater Runoff Regulations: All Lots are subject to the State of North Carolina
rules and regulations concerning stormwater runoff as these rules and regulations are amended
from time to time. These regulations currently provide that the land area of lot 1 50 be restricted
to 56,397 SF of built upon area. Built upon area shall include impervious surfaces such as
foundation; structures; pavement; concrete; driveways, including that portion of the driveway
located within a street right-of-way, which runs from the property line to the road pavement; and
walkways or patios of brick, stone or slate, and gravel, marl or stone covered areas, not including
wood decking.
The r unoff from a 11 b uilt-upon a rea o n t he o utparcel o r future area m ust b e d irected i nto t he
permitted stormwater control system.
Built -upon areas in excess of the permitted amount will require a permit modification.
The connection from the outparcel's collection system into the stormwater control shall be made
such that short-circuiting of the system does not occur.
Each o utparcel o r future d evelopment t ract w hose o wnership i s n of r etained b y the p ermittee
shall submit a separate offsite stormwater permit application to the Division of Water Quality
and receive a permit prior to construction.
The DEVELOPER reserves the right to recalculate the maximum allowable built upon area in
accordance with the stormwater runoff rules and regulations of the State of North Carolina and
with the prior approval of the State of North Carolina. All drainage swales or drainage
patterns used to treat stormwater runoff as required by the State of North Carolina may not be
filled in, piped or changed without the consent of the DEVELOPER, its designee, the
Association, or the State of North Carolina and shall be maintained as set forth in Section V
below. The State of North Carolina is hereby made a beneficiary of these PROTECTIVE
COVENANTS to the extent necessary to enforce its stormwater runoff regulations as the same
may be amended from time to time. This paragraph cannot be changed or deleted without the
consent of the State of North Carolina. These covenants are to run with the land and be binding
on all persons and parties claiming under them.

Storm Water / Erosion Control
Design Narrative and Calculations
Subject:
Waterford Way
5 acre Commercial Site
Brunswick County, North Carolina
Prepared for
WDV, Inc..
P.O. Box 1967
Wilmington, North Carolina 28402
[phone]
;71_lo.Ib9
SEAL
Date: January , 2004 - 024508
Prepared by
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, North Carolina 28451
[phone]

DESIGN NARRATIVE
L GENERAL:
The project site is located off of Hwy 17 at Poole Road in the Waterford Development within the
city limits of Leland in Brunswick County, North Carolina. The project area for the commercial
site is approximately 5 acres. Drainage considerations are to be in accordance with DEM storm
water requirements.
2. EXISTING SITE:
Site topography in the area is relatively flat with slopes typically less than one (1) percent. The
vegetation consists primarily of grasses and minor ground cover within the area of the
improvements. Subsurface soils are typically a mixture of sands, silty sands and organics. The
stormwater pond proposed for this site is now existing and stabilized. The designer's
certification for the pond is attached.
3. PROPOSED IMPROVEMENTS:
Improvements proposed include the construction of three commercial buildings with required
parking. The site will be graded to divert all stone water runoff into curb inlets and drop inlets to
the existing storm water treatment pond. The is one lot proposed for sale to be developed by
others that will also drain to the existing treatment pond.
4. DRAINAGE CALCULATION CONSIDERATIONS:
Attached to this design narrative are the drainage calculations determining the amount of storm
water to be contained and treated prior to entering any downstream surface waters. The proposed
design for this project is to be a stone water treatment pond designed to the NCDENR
requirements for 90% TSS removal.
5. EROSION CONTROL CONSIDERATIONS:
The proposed storm water pond will be used as a trapping device during construction and has
sufficient storage for the calculated amount of disturbance. Also, the North, West and South
perimeter will be enclosed in silt fence as added protection for the existing ditch along the
property lines. The area of disturbance is limited to within the 5 acre project area. Maximum
graded slope is not to exceed three (3) to one (1) with vegetative establishment a priority.
6. MAINTENANCE CONSIDERATIONS:
During construction, the Contractor shall be required to inspect and repair as needed all erosion
control devices after any significant rain event. Any measure found not performing its intended
function, shall be repaired immediately. Upon completion of construction the establishment of
permanent ground cover will be a priority.

WET POND DATA SHEET
WATERFORD WAY - 5 AC COMMERCIAL SITE
POND#I
DRAINAGE AREA (Ad) = 5.OG ACRES
IMPERVIOUS AREA (Ai):
BUILDINGS: 0.40 ACRES
PARKING: 1.91 ACRES
SIDEWALKS: 0. 13 ACRES
OTHER (LOT# 1): 1.30 ACRE5
TOTAL: 3.73 ACRES
PERCENT IMPERVIOUS (1):
I = Ad/Ai = 73.70%
POND# I SHALL BE G' DEEP AND DESIGNED TO REMOVE 90% T55.
SA/DA= 4.1590%
REQUIRED SURFACE AREA AT PERMANENT POOL:
SAREQ.= 0.2 10445 AC. = 9 1 G7 SF
SURFACE AREA PROVIDED AT PERMANENT POOL (EL. 2 1)= 8G98 5P
.........................................................................................................................
SA PROV'D= 1 1 137 > 91 G7 =5A REQ'D OK
ti.........................................................................................................................
MINIMUM REQUIRED VOLUME (SIMPLE METHOD BY TOM 5CHUELEK):
Rv=0.05+0.009'(I)
Rv= 0.7132G I
VOLUME= I "'RV'Ad = 0.3007G AC -PT
13101 I7^3
VOLUME PROVIDED AT TEMPORARY POOL:
INCREM.
TOTAL
FL.
. A ( P) VOL. (CF)
VOL (CF)
22
11137 0
0
23
12845 11991
11991
24
14459 13G52
25G43
POND#I DATA 5HEET
PAGE I OF 3
JANUARY, 2004

5ET TEMP. POOL ELEVATION:
REQ'D EL.= 23.08131 *-SAY 23. 10
VOL. PROV'D = 1335G.2 CF
...........................................................................................................................
VOL. PROV'D= 1335G.2 > 13101 =VOL. REQ'D OK
.........................................................................................................................:
FOREBAY 51ZING:
PERMANENT POOL VOLUME:
INCREM.
TOTAL
FL
5A (5F)
VOL, (CF)
VOL, (CP)
IG
2031
0
0
17
2834
2432.5
2432.5
18
3G95
32G4.5
5G97
19
4G 12
4153.5
9850.5
20
558G
5009
14949.5
21
GGIG
GI01
21050.5
21
884G
7731
28781.5
REQ'D VOLUME = 20% TOTAL =
575G
CF
CHECK POREBAY VOLUME:
INCREM.
TOTAL
EL,
5A (5F)
VOL, (CF)
VOL. (CP)
18
71G
0
0
19
1070
893
893
20
1481
1275.5
2 1 G8.5
21
1948
1714.5
3883
22
2472
2210
G093
PROV'D VOLUME =
CF (4' DEEP POREBAY)
...........................................................................................................................
VOL. PROV'D= G093 575G =VOL. REQ'D OK
.........................................................................................................................:
POND# I DATA SHEET
PAGE 2 OF 3
JANUARY. 2004

ORIFICE SIZING: REQ'D DRAWDOWN TIME = 2-5 DAYS
Q2= 0.07581 G CFS (FOR 2 DAY DRAWDOWN)
Q5= 0.03032G CFS (FOR 5 DAY DRAWDOWN)
SELECT A 1 .5" CIRCULAR ORIFICE, EL. 22' (PERM. POOL EL.)
Q PROV'D= Cd'A'(2gh)^ 1/2 WHERE: Cd= O.G
A= 0.0 1227 SF
g= 32.2 FPS/S
h= AVE. HEAD =(I . I'-0.7571 2)/2
0.5 1875
Q PROV'D= 0.042552
...................................................................
Q2> 0.042552 >Q5 OK
...................................................................
DRAWDOWN TIME:
TIME = VOLUME = 3.5G348 DAYS
Q PROV'D
POND# I DATA SHEET
PAGE 3 OF 3
JANUAPY, 2004

Permit No. %5(A12! 63r1 I ?AM.Z
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
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.
I. PROJECT INFORMATION
Project Name: Waterford Way
Contact Person: Bert Exum
Phone Number: [phone]
For project with multiple basins, specify which basin this worksheet applies to: N/A
elevations
Basin Bottom Elevation
16.0
ft.
(floor of the basin)
Permanent Pool Elevation
22.0
ft.
(elevation of the orifice)
Temporary Pool Elevation
23.1
ft.
(elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area
11137
sq.
ft.
(water surface area at the orifice elevation)
Drainage Area
5.06
ac.
(on -site and off -site drainage to the basin)
Impervious Area
3.73
ac.
(on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
28,781.5
cu.
ft.
(combined volume of main basin and forebay)
Temporary Pool Volume
13,356
cu.
ft.
(volume detained above the permanent pool)
Forebay Volume
6,093
cu.
ft.
(approximately 20% of total volume)
Other parameters
SAIDA'
4.159
(surface area to drainage area ratio from DWQ table)
Diameter of Orifice
1.5
in.
(2 to 5 clay temporary pool draw -down required)
Design Rainfall
I
in.
Design TSS Removal 2
90
%
(minimum 85% required)
Form: SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
When using the Division SA/DA 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
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
M.
704
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% 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 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
It. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
A trash rack 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.
1. 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.
14 in. A mechanism is specified which will drain the basin for maintenance or an emergency.
"fbe-rAzuE Put -A?
IIL 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) 0 does X does not
incorporate a vegetated filter at the outlet.
Form: SWU-102 Rev 3.99 Page 2 of 4

This system (check one) 0 does X does not incorporate pretreatment other than a forebay.
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 the 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 as such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 5.25 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 3 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
ill in the blanks)
Q Permanent Pool Elevation = 22 0
Sedi7entmov El.= 19.0 75%
Sediment Removal Elevation =17.50 75%
-------------------------------------
Bottom Elevation 18.0 25°/ /
Bottom Elevation = 16.0 25%
FOREBAY 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
Form: SWU-102 Rev 3.99 Page 3 of 4

the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that 1 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: Bert Exum
Title: President
Address: P. O. Box 1967 Wilmington, NC 28402
Phone: [phone]
Signature:
Date: l l
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.
), f f• SCO4 VeP)VI cj . -12 . a Notary Public for the State of 0&{t CaYv Li ri �.
County of Fiil 4&MoVeletdo hereby certify that 13e✓+ EX U wi
personally appeared before me this Z?.4 day of _jO,#j,A!M , _ Zoo Lk ,and acknowledge the due
execution of the foregoing wet detention basin maintenance requ)rements. Witness my hand and official seal,
SEAL
My commission expires /' Iq /oF Z00-7
Form: SWU-102 Rev 3.99 Page 4 of 4

I
i
I

State Stormwater Management Systems
Permit No. SW8 030120
Waterford Way
Stormwater Permit No. SW8 030120
Brunswick Countv
Designer's Certification
I, K. VA J6 FEt4t4 PLL- , as a duly registered &1:666tO14AL CW41 ` SEa2
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for "D\1 i I u G • (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 is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature 7 Qa-' 44� N
Registration Number Z4908 40%1W
Date ZZ.VI4 D4 - SEAL
024W8

� \. ` �
� •It'•
`l ♦ .

t
State Stormwater Management Systems
Permit No. SW8 030120
Certification Requirements:
i;
The drainage area to the system contains approximately the permitted
acreage.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
All the built -upon area associated with the project is graded such that the
runoff drains to the system.
The outlet/bypass structure elevations are per the approved plan.
The outlet structure is located per the approved plans.
Trash rack is provided on the outlet/bypass structure.
All slopes are grassed with permanent vegetation.
Vegetated slopes are no steeper than 3:1.
The inlets are located per the approved plans and do not cause short-
circuiting of the system.
The permitted amounts of surface area and/or volume have been
provided.
Required drawdown devices are correctly sized per the approved plans.
All required design depths are provided.
All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
L

CAPE FEAR
'j Engineering, Inc.
151 Poole Road, Surte 100
LOCTL:jj
rEL (8mph-Y04FAX(910)3b3-Nb4
www.capefeai
2 i 2003
0 i
------ -�..�
To:
NCDENR-DWQ
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Attn:
❑ As Requested
❑ Sent via Mail
❑ For Your Files
❑ Sent via Courier
Transmittal
Date: 10/23/03
File: 650-10
Subject: I Waterford Phase 3A
❑ For Distribution ❑ For your Review / Action / Approval
Quantity
Drawing No.
Description
1
Set
Construction Record Drawings
1
Engineer's Certification
Cameron -Moore, Town of Leland Cape ;FFar ngine ring, Inc.
Signed
K.I
avis Fen ell
trans-denr23oct03asbuilts.doc