SW8000202_HISTORICAL FILE_20000525

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 000102.
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2000 0 5 25
YYYYMMDD

States of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
"I James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
May 25, 2000
Mr. Mark Maynard, President
Biltmark Builders, Inc.
PO Box 5605
Wilmington, NC 29201
Dear Mr. Maynard:
Subject: Permit No. SW8 000202
Windsor Place
High Density Stormwater Project
Onslow County
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Windsor
Place on April 24, 2000. 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. SW$ 000202 dated May 25, 2000, for the construction of Windsor Place.
This permit shall be effective from the date of issuance until May 25, 2010, 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 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 Scott Vinson, or
me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/sav: S:\WQS\STORMWAT\PERMIT\000202.MAY
cc: Fred Cone, P.E.
Corann Harper, Onslow County Inspections
Scott Vinson
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50 % recycled/10% post -consumer paper

State Stormwater Management Systems
Permit No. SW8 000202
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
Biltmark Builders, Inc.
Windsor Place
Onslow County
FOR THE
corisuuctiun, operation and maintenance of two wet detention ponds 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 May 25, 2010 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 controls have been designed to handle the runoff
from 483,936 square feet of impervious area.
Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per
approved plans.

State Stormwater Management Systems
Permit No. SW8 00020')
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
If Class SA, chloride sampling results:
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Drainage Area, acres:
Total Impervious Surfaces, ftz:
Buildings, ftz:
Parking, ftz:
Sidewalks, ftz:
Streets, ftz:
Outparcels, ftz
Future, ftz
Offsite Area entering Pond, ftz:
Required Surface Area, ftz:
Provided Surface Area, ftz:
Required Storage Volume, ft':
Provided Storage Volume, ft':
Temporary Storage Elevation, FMSL:
Windsor Place
SW8 000202
Onslow County
Mr. Mark Maynard, President
Biltmark Builders, Inc.
PO Box 5605
Wilmington, NC 29201
April 24, 2000
Pond #1 Pond 92
Half Moon Creek/WOKO2 19-6 Mill Creek / 19-9
"C NSW" "SC NSW"
n/a n/a
6.0 6.0
39.00 37.00
8.08 12.65
231,316
252,620
27,050
92,720
64,790
122,800
7,520
37,100
5,400
n/a
#1@80,616 ftz; #2@45,940 ftz
n/a
n/a
n/a
none, per Engineer none, per Engineer
12,973 13,504
13,500 14,000
18,815 21,243
22,313 . 26,633
40.50 38.71
Controlling Orifice:
2.00" � pipe 2.00" 4) pipe
e
3

State Stormwater Management Systems
Permit No. S W8 000201
H. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's entirety, vegetated and operational for its
intended use prior to the construction of any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
All connections into the stormwater system from future areas or outparcels shall be made such that short-
circuiting of the system does not occur.
4. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited
to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
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.
6. Decorative spray fountains will not be allowed in the stormwater treatment system.
The facilities shall be constructed as shown on the approved plans. This permit shall become voidable unless
the facilities are constructed in accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
8. 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.
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.
10. Prior to the sale of any portion of the property, an access/maintenance easement to the stormwater facilities
shall be granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale
of any portion of the property.
11. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.

State Stormwater Management Systems
Permit No. SW8 000202
12. 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.
13. Deed restrictions must be recorded prior to the sale of any outparcel or future area shown on the approved
plans to ensure that future owners are made aware of the built -upon area limitations. The following
statements must be recorded:
a. "To ensure continued compliance with the NC Division of Water Quality Stormwater Management
Permit Regulations, 15A NCAC 2H.1000, the maximum built -upon area for Outparcel 41 is 80,616
square feet and Qutparcel #2 is limited to 45,940 square feet as shown on the approved plans. This
allotted amount includes 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."
b. "The runoff from all built -upon area on the outparcel or future area must be directed into the
permitted stormwater control system."
C. 'Built -upon area in excess of the permitted amount will require a permit modification."
d. "The connection into the stormwater control shall be made such that short-circuiting of the system
does not occur."
14. A copy of the recorded deed restrictions with all statements as listed above, must be submitted to the DWQ
within 30 days of the date of the recording. The recorded copy must be signed by the permittee, dated,
stamped with the deed book number and page, and bear the stamp/seal of the Register of Deeds.
15. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of the project area. The project area is defined as all property
owned by the permittee, for which Sedimentation and Erosion Control Plan approval and/or a
CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
16. The Director may determine that other revisions to the project should require a modification to the permit
17. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements ofthe permit. Within the time frame specified in the notice, the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made.
18. 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

State Stormwater Management Systems
Permit No. SW8 000202
I1I. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a formal permit request must be submitted to the Division of Water
Quality accompanied by an application fee, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be considered on its merits and may or
may not be approved. I
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.
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions,
the Permittee shall take immediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property for the purpose of inspecting all
components of the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
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.
8. The permittee shall notify the Division of any mailing address changes within 30 days.
Individual Off -Site Stormwater Permits must be received from this Division for the Outparcels #1 and #2
before construction of any built upon area.
Permit issued this the 25th day of May, 2000.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
L1 ti (.,l � 1 i1 ( —r
ti Kerr T. Stevens, Director
L Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000202

State Stormwater Management Systems
Permit No. SW8 000202
Windsor Place Page 1 of 2
Stormwater Permit No. SW8 000202
Onslow County
Designer's Certification
1> as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the 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.
I have checked the items listed on Page 2 of this form as a part of this Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date

State Stormwater Management Systems
Permit No. SW8 000202
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. 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.
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/dr volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
__12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Corann Harper, Onslow County Building Inspector

Date Received
Fee Paid
Permit Number
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. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Wi n�ser—Place— 11,E k R,41143_ T-1c
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Mark Maynard - President - Biltmark Builders Inc.
3. Mailing Address for person listed in item 2 above:
City: Wilmington State: NC Zip: 28403
Telephone Number: ( g i o ) 251-5030
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Windsor Place
5. Location of Project (street address):
located on NCSR 1470 (Western Boulevard)
City: Jacksonville County: Onslow
ti
6. Directions to project (from nearest major intersection):
approximately 1 mile Northeast of intPrsPrtion of NESP 147n flip + rn Blvd - )
& NCSR 1308 (Gum Branch Road)
7. Latitude: 77°25' 58" Longitude: 77°25' 34" of project
8. Contact person who can answer questions about the project:
Name: John L. Pierce f; F.ss.ociaCes P.A. Telephone Number: ( 910 ) 346-9800
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X X New. Renewal Modification
Form SWU-101 Version 3.99 Pne I of 4

I
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number 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 U_Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer ctCe6terat V
1-877-623-6748.
APR 4
PROJECT INFORMATION
E
DWQ
1. In the space provided below, summarize how stormwater will be treated. Also attach � —
(one to two pages) describing stormwater management for the project.
Stormwater will be treated via use of two wet detention ponds designed for 90% T.S.S.
removal
2. Stormwater runoff from this project drains to the
White
River basin.
3. Total Project Area: 20.73 acres
4. Project Built Upon Area:
54
5. How many drainage areas does the project have? 2
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.
BasinIrifo_rmation"
' ' Drainage Area 1 '
,;Drainage Area 2 ;
Receiving Stream Name
Half Moon Creek
Mill Creek
Receiving Stream Class
BC N 5 W
SC "SW
Drainage Area
351,840 s . f .
551,160 s.f
Existing Impervious* Area
-0-
10,500 s.f.**
Proposed Im ervious"Area
231,316 s.f.
252,620 s.f.
% impervious* Area (total)
66%
46%
rvious Surface Area a
Drainage Area:1'
DrainageaArea 2,
On -site Buildings
27,050 s.f.
On -site Streets Emergency Of
5,400 s.f.
On -site Parking
64,790 s.f.
122,800 s.f.
On -site Sidewalks
7,520 s.f.
37,100 s.f.
Other on -site %ti e 0
+PA 126,556 s.f.
Off -site
Total:
Total:
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
. 2
D
**EXISTING IMPERVIOUS ACCESS ROAD (OFF -SITE) TO BE RE -GRADED AND TREATED VIA ROADSIDE SWALE�
Foam SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived?
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. The following covenants are intended 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.
**FOR FUTUR5 LNT
2. No more than 126,956 square feet o�any lot s I be covered by structures or impervious materials.
Imperious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from 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 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement E C 8 d
Form SWU-106 Off -Site System Supplement D
Form SWU-107 Underground Infiltration Trench Supplement APR 1. 4 2000
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
PROD # DWQ
Form SWU-101 Version 3.99 Page 3 of 4

.Vf. 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 5420 (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
- 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 areasl delineated
- Vegetated buffers (where required)
VIL 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.
Designated agent (individual or firm): John L. Pierce & Associates P.A.
Mailing Address: P.O. Box 1685'
City: Jacksonville State: NC Zip: 28540
Phone: L 910 ) .346-9800 Fax.( 910 ) 346-1210
VIII. APPLICANT'S CERTIFICATION
I,(print ortype name ofperson listed inGewalInformation, item 2) Mark Maynard President Biltmark Builders,In,
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.
Date: / /o,' d
Form SWU-101 Version 3.99 Page 4 of 4

State Stormwater Management Systems
Permit No. SW8 000202
Windsor Place
Stormwater Permit No. SW8 000202
Onslow County
Designer's Certification
Frederick Cone
as a duly registered Engineer
Page I of 2
in
the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of
the project,
Windsor Place Permit No. SW8 000202
ect)
for B i l tma rk Builders Inc. (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.
I have checked the items listed on Page 2 of this form as a part of this Certification.
Noted deviations from approved plans and specification:
Signature
Date
SEAL
7

State Stormwater Management Systems
Permit No. SW8 000202
Certification Requirements: Page 2 of 2
I . The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff drains to the system.
i
L4. The outlet/bypass structure elevations are per the approved plan.
pL5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
1-7. All slopes are grassed with permanent vegetation.
1_8. Vegetated slopes are no steeper than 3:1.
�i 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.
I L Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
1li. All required parts of the system are provided, such as a vegetated shelf, and a forebay.
14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Corann Harper, Onslow County Building Inspector

JOHN L. PIERCE - SURVEYING
Land Surveying - Land Planning - Mapping
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, N.C. 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
TO Scott Vinson
N.C. Department of Environment
and Natural Resources
127 Wgrth Cardi.AAt Drive
Wilmington, NC 28405
W �.7mi.Y:1`►1�1L`[e1Y�1111
❑ Drawings
❑ Copy of Letter
❑ Attached
❑ Prints
letter of transmittal
DATE 'On NO.
April 20, 2000
ATTENTION
Scott Vinson
RE Windsor Place
❑ Under separate cover via
❑ Plans ❑ Samples
❑ Change order ❑
the following items:
❑ Specifications
COPIES
DATE
NUMBER
DESCRIPTION
2
Copies of revised plan (Sheet 3 of 15)
2
Copies of revised sheet 2 of 4' 3 of 4 & revised sheet
2 of 4 for "Wet Detention Basin Operation and Maintenance
Agreement")
2
Sets of revised "Stormwater Detention Pond Calcuations"
A
E 9 V E
PROJ a ------
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due 19
❑ Prints returned after loan to us
REMARKS Should you need any additional
information, please advise.
SIGNED

APRIL 2, 2000
STORMWATER DETENTION POND CALCULATIONS
WINDSOR PLACE
WESTERN BLVD
JACKSONVILLE, NC
DESCRIPTION: PROPOSED CONSTRUCTION INCLUDES DEVELOPMENT OF A
SITE FOR A NEW APARTMENT COMPLEX. CONSTRUCTION WILL INCLUDE A
BUILDINGS, PAVING, PARKING ROADS AND LANDSCAPING IN SUPPORT OF
THE SITE. THE FACILITY WILL BE BUILT ON AN UNDEVELOPED SITE ON
WESTERN BOULEVARD IN JACKSONVILLE. STORMWATER CONTROL WILL
BE BY USE OF TWO NEW WET DETENTION PONDS. THE NEW PONDS ARE
DESIGNED FOR 90% TSS REMOVAL. A DRAINAGE BREAK LINE
DESIGNATING THE DRAINAGE TO EACH POND IS SHOWN ON PLANS. A
SUMMATION OF THE CALCULATED STORMWATER RUNOFF IMPACT IS
PROVIDED AS FOLLOWS:
POND NUMBER 1
SITE DRAINAGE TO POND 1 (351,840 SF)�
PAVED/IMPERVIOUS AREA (TO NEW POND)* 231,316 SF
GRASSED AREA (CONTRIBUTING TO POND) 99,728
POND: SURFACE AREA 13,500
3:1 SIDE SLOPES 7,296
TOTAL 351,840 SF
C •i • • i • • •
C
PAVING/CONCRETE
64,790 SF
BUILDING (APT'S & CLUBHOUSE)
27,050
SIDEWALKS
7,520
EMERGENCY DRIVE
5,400
FUTURE
126,556
TOTAL
C E I V E
APR 2 4 2000 .. a
231,316SF PROD DWp

231,316
% IMPERVIOUS =----------- = 66%
351,840
2 DETERMINE POND SURFACE AREA FOR 90% TSS REMOVAL:
DRAINAGE AREA = 351,840 SF
PERMANENT POND DEPTH = 6.0'
%IMPERVIOUS = 66%
SA/DA = 3.7%
SA = (351,840) (.037)
= 13,018 SF SAY 13,500 SF
IMP.DRAINAGE AREA = 231,316 SF
GRASSED AREA (CONT.) = 99,728 SF (C = 0.2)
POND SIDE SLOPES = 7,296 SF (C = 0.2)
RUNOFF COEFF. _
231,316 (1.0) -i (107,024)(0.2)
.75
331,340
VOLUME = 338,340 X .75 X 1/12
= 21,146 CF

4. DETERMINE THE DEPTH OF STORAGE REOUTRED
SA = 13,500 SF
SIDE SLOPES = 3:1
LENGTH OF SHORE = 608 FT
VOLUME = 21,146 CF
V = 1/2 (3X) (X) (608) + 13,500X = 21,146 CF
X = DEPTH OF STORAGE = 1.5 FT VOL. = 22,302 CF
SURFACE AREA @ PERMANENT POND ELEVATION (39.0') = 13,500 SF
SURFACE AREA @ i " DESIGN ELEVATION (40.5') = SF
VOLUME = 22302 CF
2 DAYS = 172,000 SEC
5 DAYS = 432,000 SEC
22,302
Q2 =----------- A297CFS
172,000
22,302
Q5 =-------- --- = 0516 CFS
432,000

1 /2
1297
1 /2
.0263 (1.75/2)
1 /2
.0516
D5=------------------------
1/ 2 = 1.451N
1/
.0263 (1.75/2)
USE 2.0" ORIFICE
FOREBAY CALCULATIONS (20% OF VOLUME) ARE PROVIDED ON THE PLANS.
SITE DRAINAGE TO POND 1 (551,160 SF);
PAVED/IMPERVIOUS AREA (TO NEW POND)* 252,620 SF
GRASSED AREA (CONTRIBUTING TO POND) 278,690
POND: SURFACE AREA 14,000
3:1 SIDE SLOPES 5,850
TOTAL 551,160 SF

PAVING/CONCRETE
122,000 SF
BUILDING (APT'S)
87,720
SIDEWALKS
36,000
EMERGENCY DRIVE
6,900
TOTAL, 252,620 SF
252,620
%IMPERVIOUS =---------- = 46%
551,160
• • • •.. u!
DRAINAGE AREA = 551,160 SF
PERMANENT POND DEPTH = 6.0'
%IM,PERVIOUS = 46%
SA/DA = 2.46%
SA = (551,160) (.0246)
= 13,559 SF SAY 14,000 SF
[�•1�11(t�13�1►[��[•IllII7llI : • ' • u 1 • ; ► s
IMP.DRAINAGE AREA = 252,620 SF
GRASSED AREA (CONT.) = 278,690 SF (C = 0.2)
POND SIDE SLOPES = 5,850 SF (C = 0.2)

252,620 (1.0) + (284,540)(0.2)
RUNOFF COEFF. _---------------------------------
537,160
.58
VOLUME = 537,160 X .58 X 1/12
= 25,963 CF
SA = 14,000 SF
SIDE SLOPES = 3:I
LENGTH OF SHORE = 488 FT
VOLUME = 25,963 CF
V = 1/2 (3X) (X) (488) { 14,000X = 25,963 CF
X = DEPTH OF STORAGE = 1.71 FT VOL. = 26,080 CF
SURFACE AREA @ PERMANENT POND ELEVATION (37.0') = 14.000 SF
SURFACE AREA @ 1 " DESIGN ELEVATION (38.7l') = SF
5. DETERMINE ORIFICE SIZE FOR 2 TO 5 DAY DRAWDOWN TIME:
VOLUME = 26,080 CF
2 DAYS = 172,000 SEC
5 DAYS = 432,000 SEC

26,080
Q2 =----------- _ .1516 CFS
172,000
26,080
Q5 =-------- -- _ .0604 CFS
432,000
1/2
1516
1/2
.0263 (1.75/2)
1/2
0604 _
_ 1.5 IN
-
1 /2
.0263 (1.75/2)
USE 2.0" ORIFICE
FOREBAY CALCULATIONS (20% OF VOLUME) ARE PROVIDED ON THE PLANS.

JOHN L. PIERCE - SURVEYING
Land Surveying,- Land Planning - Mapping
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, N.C. 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
TO Mr. Scott Vinson
N.C. Department of Environment
anO Naturals u es
127 North Cardinal Drive
Wilmington, NC 28405
❑ Drawings
❑ Copy of Letter
❑ Attached
❑ Prints
letter of transmittal
DATE JOB NO.
March 13, 2000
ATTENTION
Scott Vinson
RE
Windsor Place - Stormwater Project
No. SW8 000202
❑ Under separate cover via
❑ Plans ❑ Samples
❑ Change order ❑
the following items:
❑ Specifications
COPIES
DATE
NUMBER
DESCRIPTION
2
Sets of revised plans
1
List of revisions
I
D
t„2 4 "n0
DWQ
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due 19
❑ Prints returned after loan to us
REMARKS Should you need any additional
information, please advise.
SIGNED

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
February 24, 2000
Mr. Mark Maynard, President
Biltmark Builders, Inc.
PO Box 5605
Wilmington, NC 28403
Subject: ACKNOWLEDGMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 000202
Windsor Place
Onslow County
Dear Mr. Maynard:
The Wilmington Regional Office received a Stormwater Management Permit Application for Windsor
Place on February 2, 2000. A preliminary review of that information has determined that the application is not
complete. The following information is needed to continue the stormwater review:
1. The detail for Pond #2 should give a 2.0" hole for the orifice not 1.5" as given. Please correct.
2. Note or show on plans that all roof drains will be directed to the pond for treatment. In
particular are the buildings on the fringe of the projects, i.e. 1, 2, 10, 11, 12, 29, 30, 31, & 32.
3. Please include a detail of the main entrance road.
4. Please include a detail of the secondary access road.
For high density projects all impervious cover is to be collected and treated in an engineered
system. Please collect and treat the runoff from the secondary access road. Make all necessary
corrections to the application, supplement form, and plans to show that this requirement is being
fulfilled.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Maynard
February 24, 2000
Stormwater Project No. S W8 000202
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 March 24, 2000, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including the
application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must indicate
the date by which you expect to submit the required information. The Division is allowed 90 days from
the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that
need to be revised have been sent to the engineer or agent. All original documents must be returned or new
originals must be provided. Copies are not acceptable. If you have any questions concerning this matter please
feel free to call me at [phone].
Sincerely,
Scott Vinson
Environmental Engineer
RSS/sav: S:\WQS\STORMWAT\ADDINFO\000202.FEB
cc: Wilmington Regional Office
John Pierce, PLS

City of Jacksonville FES 0 7 2000
BY, -
Engineering
LETTER OF TRANSMITTAL
TO:
Division of Environmental Management
127 Cardinal Drive Extension
Wilmington._N.C. 28405
Phone # [phone]
,*SON VILLE
Caring
Community
Attn: Ms. Linda Lewis
ReL Erosion: Sedimentation
iWE ARE SENDING YOU XX ATTACHED UNDER SEPARATE COVER
- PRINTS XX PLANS SPECIFICATIONS
- COPY OF LETTER XX OTHER Financial Responsibility form
DESCRIPTION:
THESE ARE TRANSMTITED AS CHECKED BELOW:
_ FOR APPROVAL _ AS REQUESTED
_ FOR REVIEW AND COMMENT X( FOR YOUR USE
COPIES TO: File
Tom Anderson, Engineering Specialist
Post Office Box 128 • Jacksonville, North Carolina 28541 • [phone] • TDD# [phone] • FAX [phone]

FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more contiguous acres as
covered by the Act before this form and an acceptable erosion and sedimentation control
plan have been completed and approved by the Land Quality Section, N.C. Department of
Environment, Health, and Natural Resources. (Please type or print and, if question is not
applicable, please N/A in the blank.)
Part A.
I. Project Name Windsor Place
2. Location of land -disturbing activity: County On 1 ow City
or Township Jacksonville and Highway/Street NCSR 147n
3. Approximate date land -disturbing activity will be commenced: 02/01 /00
4. Purpose of development (residential, commercial,industrial,etc.): RPs i dPnt i a 1
5. Total acreage disturbed or uncovered(including off -site borrow &waste areas) 23 acres
6. Amount of fee enclosed $ 1200.00
7. Has an erosion and sedimentation control plan been filed? Yes XX No
8. Person to contact should sediment control issues arise during land -disturbing activity.
John L. Pierce & Associates FF&ephone [phone]
9. Landowner(s) of Record (Use blank page to list additional owners):
Western Boulevard Associates LLC
Name(s)
P.O. Box 5601
Current Mailing Address Current Street Address
Wilmington, NC 28403
City State Zip City
State Zip
IO.Recorded in Deed Book No. 1600 Page No. 823 & 826
Part B.
1. Person(s)or firm(s)who are financially responsible for this land -disturbing activity(Use
the blank page to list additional persons or firms):
Name of Person(s)or Firm(s)
Mailing Address Street Address
City State Zip City State Zip
Telephone Telephone

2. (a)If the Financially Responsible Party is a Corporation give name and street address of
the Registered Agent.
Mark Maynard President - Biltmark Builders
Name
P.O. Box 5601
Wilmington, NC 28403
City State Zip City
State Zip
[phone]
Telephone Telephone
(b)lf the Financially Responsible Party is a Partnership give the name and street address
of each General Partner(Use blank page to list additional partners):
Name
City State Zip City State Zip
Telephone Telephone
The above information is true and correct to the best of my knowledge and belief and
was provided by me under oath. (This form must be signed by the financially responsible
person if an individual or his attorney -in -fact or if not an individual by an officer, director,
partner, or registered agent with authority to execute instruments for the financially
responsible person). I agree to provide correct information should there be any change in
the information provided herein.
Mark Maynard
Type or print name
President
Title or Authority
Signature Date
a Notary Public of the County of GI' Or-J
State of North Carolina, hereby certify that C C / n, `G/
appeared personally before me this day and being duly sworn a nowledged that the
above form was executed by him. )i//�.l
Witness my hand and notarial seal, this�day of19xiLW
Notary
N0T4 :F
v °= My Commission expires
;Cq'•, AVOL1�
.......... �G�J

JOHN L. PIERCE - SURVEYING
Land Surveying - Land Planning - Mapping
P.O. Box 1685
409 Johnson Blvd.
Jacksonville, N.C. 28541
Office: [phone] Fax No.: [phone]
E-Mail: [e-mail]
TO Ms. Linda Lewis
N.C. Department of Environment
—and Natural Reseurees
127 North Cardinal Drive
Wilmington,
l`dl:1:7;7�ypI�b71`►(eflil�l
❑ Drawings
❑ Copy of Letter
RE EIVED
FEB 0 2 2000 11
N� ¢��,��
13Y: ter of transmittal
DATE JOB NO.
January 31, 2000
ATTENTION
Ms. Linda Lewis
RE
Windsor Place
❑ Attached ❑ Under separate cover via
❑ Prints ❑ Plans
❑ Change order ❑
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NUMBER
DESCRIPTION
1
TOTAL PACKAGE SENT ON 1/19/00
1
**ADDITIONAL Wet Detention Basin Supplement FOR POND #2
1
Copy of your transmittal dated 1 24 00
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
ElReturn corrected prints
❑ For review and comment
❑ For bids due 19
❑ Prints returned after loan to us
REMARKS Should you need any additional
information, please advise.
SIGNED 1"

State of North Carolina CORP ID
99 2 5 8 9 10 4 Department of the Secretary of State MED
Limited Liability Company g�0
ARTICLES OF ORGANIZATION s6 1 G A999
Effective
Pursuant to Section 57C-2-20 of the General Statutes of North Carolina, the undersigned does heggq F t i les
of Organization for the purpose of forming a limited liability company. NORTH CAROLINA
1. The name of the limited liability company is Western Boulevard Associates LLC
2. The latest date on which the limited liability company is to dissolve is: December 30, 2050
3. The name and address of each organizer executing these articles of organization is as follows:
Stephen T. Byrd 3605 Glenwood Avenue, Suite 500, Raleigh, NC 27612
Barry D. Mann 3605 Glenwood Avenue, Suite 500, Raleigh, NC 27612
4. The street address and county of the initial registered office of the limited liability company is:
Number and Street 428 Eastwood Road
City, State, Zip Code Wilmington, NC 28462 County New Hanover
5. The mailing address if different from the street address of the initial registered office is:
n/a
6. The name of the initial registered agent is: Mark L. Maynard
7. Check one of the following:
x (i) Member -managed LLC: all members by virtue of their status as members shall be managers of this limited
liability company.
(ii) Manager -managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a), the members of this limited
liability company shall not be managers by virtue of their status as members.
8. Any other provisions which the limited liability company elects to -include are attached.
9. These articles will be effective upon filing, unless a date and/or time is specified:
This is the 15ttday of September ,19 99
Signature Signature
Stephen T. Byrd, Organizer Barry D. Mann, Organizer
Type or Print Name and Title Type or Print Name and Title
NOTES:
I. Filing fce is S 125. This document and one exact or conformed copy of these articles must be filed with the Secretary of State.
CORPORATIONS DIVISION 300 N. SALISBURY STREET RALEIGH, NC 27603-5909