SW8050513_Historical File_20050601

WATF9QG Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality
June 1; 2005
Mr. Mike Wyatt, Division President
Centex Real Estate Corporation
Myrtle Beach Division
2050 Corporate Centre Drive, Suite 200
Myrtle Beach, SC 29577
Subject: Stormwater Permit No. SW8 050513
Beacon Townes at Carolina Shores
High Density Project
Brunswick County
Dear Mr. Wyatt:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Beacon Townes at Carolina Shores on May 23, 2005. Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW8 050513 dated June 1, 2005, for the construction of the subject project.
This permit shall be effective from the date of issuance until June 1, 2015, and shall be subject
to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right torequest an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Paul Bartlett, or me. at [phone].
Sincer ,
E ward Beck
Regional Supervisor
Surface Water Protection Section
ENB/ptb: S:IWQSISTORMWATERIPERMIT1050513
cc: McKim & Creed PA
Delaney Aycock, Brunswick County Building Inspections
Divisign of Coastal Management
Paul Ti. Bartlett, P.E.
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.na.us OnrthCarolina
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper Aahma!!rf

State Stormwater Management Systems
Permit No. SW8 050513
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STAT E 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
Mike Wyatt and Centrex Real Estate Corporation
Beacon Townes at Carolina Shores
Brunswick County
FOR THE
construction, 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 June 1, 2015, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 412,000 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. This permit does not include built -upon area
for future development.
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.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 050513
6. The following design criteria have been provided in the wet detention ponds and
must be maintained at design conditions:
Design Criteria
Pond #1
Pond #2
�a. Drainage Area, acres:
Onsite, 1,t2
Offsite, ft2
17.8
294,000
None
9.3
118,000
None
b. Total Impervious Surfaces, ft
294,000
118,000
c. Design Storm, inches
1.0
1.0
d. Pond Depth, feet
5.0
4.0
e. TSS removal efficiency
90
90
f. Permanent Pool Elevation, FMSL
36.0
37.0
g. Permanent Pool Surface Area, ft2
66,700
13,700
h. Permitted Storage Volume, ft
25,400
10,800
i. Temporary Storage Elevation, FMSL
36.4
37.72
'. Controlling Orifice
3.0
1.5
k. Permitted Forebay Volume, ft
43,550
6,310
I. Receiving Stream/River Basin
Persimmon Swam / Lumber
m. Stream Index Number
15-23-2-1
n. Classification of Water Body
C
o. Max. horsepower for a fountain
3/4
1/8
II. SCHEDULE OF COMPLIANCE
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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 050513
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
C. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in these ponds is 3/4 and 1/8
horsepower for Ponds #1 and #2, respectively.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior iio 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. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
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, lease 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.
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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 050513
13. 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.
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) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property 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.
8. 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 1 st day of June 2005.
NORTH -CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, ., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 050513
Beacon Townes at Carolina Shores
Stormwater Permit No. SW8 050513
Brunswick County
Designer's Certification
a
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 050513
Certification Requirements:
.1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Page 7 of 7

a •
51 '45/v) ['117— Fcc c' r 19/ /—`r
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):
Centex Real Estate Corporation, Myrtle Beach Division
2. Print Owners/Signing Official's name and title (the person legally responsible for facility and compliance):
Mike Wyatt, Division President
3. Mailing Address for person listed in item 2 above:
2050 Corporate Centre Drive, Suite 200
City: Myrtle Beach State: SC Zip: 29577
Telephone Number: 843-839-2200
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Beacon Townes at Carolina Shores
5. Location of Project (street address):
US Hwy 17
City: Carolina Shores County: Brunswick
6. Directions to project (from nearest major intersection):
The project site is located +/- 650' northeast from the intersection of Ocean Hwy (US 17) and Thomasboro
Road (SR 1168) in Carolina Shores
7. Latitude: 33°55'15"
Longitude: 78°34' 15"
8. Contact person who can answer questions about the project:
Name: Tim Clinkscales PE
H. PERMIT INFORMATION:
1. Specify whether project is (check one)
X New
Telephone Number: [phone]
of project
Renewal Modification
Form: SWU-101 Version 3.99 Page 1 of 4
51 '45/v) ['117— Fcc c' r 19/ /—`r
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):
Centex Real Estate Corporation, Myrtle Beach Division
2. Print Owners/Signing Official's name and title (the person legally responsible for facility and compliance):
Mike Wyatt, Division President
3. Mailing Address for person listed in item 2 above:
2050 Corporate Centre Drive, Suite 200
City: Myrtle Beach State: SC Zip: 29577
Telephone Number: 843-839-2200
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Beacon Townes at Carolina Shores
5. Location of Project (street address):
US Hwy 17
City: Carolina Shores County: Brunswick
6. Directions to project (from nearest major intersection):
The project site is located +/- 650' northeast from the intersection of Ocean Hwy (US 17) and Thomasboro
Road (SR 1168) in Carolina Shores
7. Latitude: 33°55'15"
Longitude: 78°34' 15"
8. Contact person who can answer questions about the project:
Name: Tim Clinkscales PE
H. PERMIT INFORMATION:
1. Specify whether project is (check one)
X New
Telephone Number: [phone]
of project
Renewal Modification
Form: SWU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
the existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop — General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sediment/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.
The stormwater will be treated with the through the use of storm drainage pipes and 2 wet detention ponds
2. Stormwater runoff from this project drains to the
3. Total Project Area: 32.71 Acres
.5. How many drainage areas does the project have?
Lumber River basin.
4. Project Built Upon Area: 35 %
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.
Basin Information
Drainage Area Total
Drama -.e Area 1
Dramr. v Area 2
Receiving Stream Name
Persimmon Swamp
Persimmon Swamp
Persimmon Swamp
Receiving Stream Class
C
C
C
Drainage Area
27.1
17.80
9.3
Existing hn ervious* Area
0
0
0
Proposed Impervious* Area
9.46
6.75
2.71
% Impervious* Area (total)
35%
38%
29%
Irr► ervlous* Surface Area
Drainage Basin
Ilrainarye Ba.sur
Dramage Basin
On -site Buildings
247,700 SF
184,100 SF
63,600 SF
On -site Asphalt
97,400 SF
60,000 SF
37,400 SF
On -site Parking
66,900 SF
49,900 SF
17,000 SF
On -site Sidewalks
0 SF
0 SF
0 SF
Other on-site(pool)
0 SF
0 SF
0 SF
Off site
0 SF
0 SF
0 SF
Total:
412,000 SF
294,000 SF
118,000 SF
Impervious area is defined as the built upon area including, but not limited to, buildings, roads,
parking areas, sidewalks, gravel areas, etc.
Form: SWU-101 Version 3.99 Page 2 of 4

7, How'was the off -site impervious area listed derived?
N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for. all
subdivisions, out parcels and future development prior to 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 management permit
number as issued by the Division of Water Quality. These
covenants my 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 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.
S. All permitted runoff from out parcels 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 item 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 SW-104
Low Density Supplement
Form SW-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SW-107
Underground Infiltration Trench Supplement
Form SW-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form: SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality
(DWQ). A complete package includes all of the items listed below. The complete application
package should be submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each i`enn .
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One conv of the annlicable Sunnlement Form(s) for each RMP
• Permit annlication nrocessina fee of $420 (navable to NCDF,NR) "f�G
• Detailed narrative descrintion of stormwater treatment/management: lit
• Two conies ofnlans and snecifications. including: 7oC-
- 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)
VI. 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): McKim & Creed PA
Mailing Address: 243 North Front Street
City: Wilmington State: NC
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
Zip: 28401
I, (print or type name of person listed in General Information, item 2) Mike Wyatt
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 reporded., that the proposed project complies with the requirements of
15A NCAC 211.1000.
Signature: Ja?Date: /� 2
Form: SWU-101 Version 3.99 Page 4 of 4

DESIGN NARRATIVE
AND
STORMWATER NARRATIVE
for
BEACON TOWNES AT CAROLINA SHORES
CAROLINA SHORES, NC
Brunswick County, North Carolina
Project #4079-0001
Prepared for:
April 2005
Project #4079-0001
Prepared by:
<<�t�9rolerreed;��
M, CEIM& Ess/pti��l,�`'
243 North Front Street = �l
Wilmington, North Carolina 28401
[phone]�� tv
°j�aenna�e»oo�
L

BEACON TOWNES AT CAROLINA SHORES
CAROLINA SHORES, NC
Brunswick County, North Carolina
Project #4079-0001
Design Narrative
Centex Homes - Myrtle Beach Division is proposing the construction of multi -family units on a
32.72 acre tract in the town of Carolina Shores. The project will consist of the construction of
152 units along with the roadway infrastructure. -The impervious area will be approximately
19.66 acres.. The property is currently is grassland and is fairly wooded. It is'bordered by US
17 to the west, a ditch within the Carolina Shores neighborhood to the east, an existing
shopping center to the south and a wooded lot to the north. The site is located +/- 600' from
the intersection of Calabash Road and US 17 in Carolina Shores.
The project is within the drainage basin that drains to the Lumber River. Based on this, the
.design storm for treatment is the first 1" of runoff, this will treated through the construction of 2-
wet detention ponds. The flow will directed into the ponds through a combination of swales and
catch basin structure 'system. In addition to the first inch of runoff, they will designed to handle
the pre/post requirements from the Town of. Carolina Shores. The wetlands on the site are
shown on the survey.
The erosion of the site will controlled with a combination of sediment traps, diversion ditches
and silt fence.
S:\4079\0001\20-Tech\Stormwater NARRATIVE.doc Page 1

PROPOSED IMPROVEMENTS / STORMWATER
The stormwater will be treated through the use of two wet detention ponds. They will be
conveyed to the ponds through a storm sewer system. The design took into account both
treatment of the first inch of runoff and the Town of Carolina Shores stormwater requirements.
For treatment calculations the procedure in the NCDENR stormwater best management
practices manual was used to determine the pond volume and depth. The pond's designed
length to width ratio is approximately 3:1, and includes a fore -bay of at least 20% of the basin's
overall volume. Pond side slopes are 3H to 1 V, with 6H to 1 V 'planted littoral shelf. The
permanent pool depth is 6 feet. Storm water in excess of the design storm will overflow the
pond and discharge to the outfall waterway.
The ponds are sized to detain the 1" rainfall volume. For pond A, the permanent pool elevation
was determined to be at elevation 36. At this elevation, a 3" orifice will down the pond in 2.9
days. The 1" runoff elevation is 36.4. For pond B, the permanent pool elevation was
determined to be at elevation 37. At this elevation, a 1.5" orifice will down the pond in 3.4 days.
The 1" runoff elevation is 37.72.
For both detention ponds the additional volume and the design of the riser structure are based
on the Town of Carolina Shores 25 pre/post requirement.
All supporting drainage calculations, drainage basin and pond information are provided within
the following pages of this report.
Maintenance
Contractors shall be responsible for periodic inspection and maintenance of all indicated
erosion control devices. In addition, inspection and any necessary maintenance will be required
immediately following any significant storm event. Any measure that fails to. function as
intended shall be repaired immediately. Upon completion of construction and the establishment
of stabilizing ground cover, the property owner shall. be responsible for site maintenance.
Page 2

WET DETENTION POND #1
Beacon Townews at Carolina Shores Wet Detention Pond Calculations
NC DENR Retention Requirements
Oh.,iective: design a wet detention basin with the following characteristics: a permanent water pool depth between 3- and
7-feet, a surface area that meets TSS removal requirements (values set by NC DENR and included here), a forebay that
is approximately 20% of the total pond volume, a temporary water pool sized to detain the initial 1 inch of rainfall runoff, an
outlet device that drains the temporary water pool within 2-5 days, and a length -to -width ratio of approximately 3:1
Step 1: Determine the surface area required for 90% TSS removal
Post -Development Conditions
Total Drainage Area 17.8 ACRE Value from CAD
Impervious Drainage Area 6.8 ACRE Value from CAD
Impervious Cover 37 9% Impervious Cover --(Impervious Drainage
Area)/(Total Drainage Area) 100%
Elevation of Permanent Pool Surface
36.0
FT
Value selected by designer
Depth of Permanent Pool
5.0
FT
Value selected by designer
Elevation of Wet Detention Pond Bottom
31.0
FT
(Bottom Elevation)=(Permanent Pool Surface
Elevation) -(Depth of Permanent Pool)
Approximate Pond Length
300
FT
Value from CAD
Approximate Pond Width
115
FT
Value from CAD
Length:Width Ratio
3:1
Ratio=,(Len th / Wdth):1
Required SAIDA Ratio for 85% TSS Removal 2.100 Value from chart. Reference: "90% TSS
Removal
Required Permanent Pool Surface Area 16,283 SF Required Surface Area=(Required SAIDA
Ratio)*(Total Drainage Area)
Provided Permanent Pool Surface Area 62,000 SF Interpolated value from stage -storage
calculations
SteD 2: Determine the 1-inch runoff elevation within the wet detention pond.
Runoff Coefficient, Rv 0.391 . MIN Rv=0.05+0.009*(% Impervious)
Required 1" Runoff Volume (Volume of Temporary 25,271 CF 1 "Runoff Volume=l inch*Rv*1 foot/12
Pool) inch*(Total Drainage Area)
Value from stage -storage calculations
Volume Below Permanent Pool 296,458 CF (cumulative pond volume at permanent pool
elevation)
'I'Mm! Vnl Imo +n ha 1'^n+rr%1!ed A91 729 rc Total Volume to be Controlled=(Volume Below
_.... _._..._ __ __.... _..__ -- -- — Permanent Pool) +(1 " Runoff Volume)
Storage Elevation at Required Volume. 36.36 FT Value is interpolation based upon stage -storage
values. See stage -storage calculations
Wet Detention Pond A -As

WET DETENTION POND #1
Step 3: Calculate the required forebay volume (18-22% of total pond volume) and compare to the forebav volume provided.
Total Pond Volume 232,108 CF Value from stage -storage calculations
Required Forebay Volume 46,422 CIF Forebay Volume=(Total Pond Volume)*20yo
Provided Forebay Volume 43,550 CIF Value from sta a stora a calculations
Provided Forebay Volume. -Total Pond Volume i9% (Provided Forebay Volume)/(Total Pond
Volume) *100%
Step 4: Verify that time required to drawdown the 1-inch runoff volume is within 2 to 5 days
Diameter of Proposed Low -flow Orifice
3.0
IN
Value chosen by designer
Weir Elevation of Outlet Structure
36.0
FT
Value chosen by designer
(Total Elevation Head Above Orifice)=(Weir
Total Elevation Head Above Orifice
0.36
FT
Elevation) -(Elevation of Permanent Pool
Surface)
(Average Elevation Head Above
Orifice)=((Storage Elevation at Required
Average Elevation Head Above Orifice
0.2
FT
Volume)+(Elevation of Permanent Pool
Surface)1/2-(Storage Elevation at Required
Volume)
Cd, Coefficient of Discharge
0.6
Value chosen by designer
Q, Flowrate Through Low -flow Orifice
0.10
CFS
Q=Cd*(Pi)*((Diameter of Orifice)*(9 ft/12
(Drawdown Time)=(1"Runoff Volume)/Q*(1
Drawdown Time for 1-inch Runoff 2.9 DAYS
Wet Detention Pond A.xls

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WET DETENTION POND #2
I
Beacon Townews at Carolina Shores Wet Detention Pond Calculations
NC DENR Retention Requirements
Objective: design a wet detention basin with the following characteristics., a permanent water pool depth between 8- and
7-feet, a surface area that meets TSS removal requirements (values set by NC DENR and included here), a forebay that
is approximately 20% of the total pond volume, a temporary water pool sized to detain the initial 1 inch of rainfall runoff, an
outlet device that drains the temporary water pool within 2-5 days, and a length -to -width ratio of approximately 3:1.
Step 1: Determine the surface area required for 90% TSS removal
Post -Development Conditions
Total Drainage Area 9.3 ACRE Value from CAD
Impervious Drainage Area 2.7 ACRE Value from CAD
Impervious Cover
Elevation of Permanent Pool Surface
Depth of Permanent Pool
Elevation of Wet Detention Pond Bottom
Approximate Pond Length
Approximate Pond Width
Required SAIDA Ratio for 85% TSS Removal
29.1 % Impervious Cover —(Impervious Drainage
Area)/(Total Drainage Area)*100%
37.0
FT
Value selected by designer
5.0
FT
Value selected by designer
32.0
FT
(Bottom Elevation)=(Permanent Pool Surface
Elevation) -(Depth of Permanent Pool)
160
FT
Value from CAD
46
FT
Value from CAD
1.600 Value from chart. Reference: "90% TSS
Removal
Required Permanent Pool Surface Area 6,482 SF Required Surface Area=(Required SAIDA
' Ratio)*(Total Drainage Area)
Provided Permanent Pool Surface Area 13,600 SF Interpolated value from stage -storage
calculations
Step 2: Determine the 1-inch runoff elevation within the wet detention pond.
Runoff Coefficient, Rv 0.312 MIN Rv=0.05+0.009*(% impervious)
Required 1" Runoff Volume (Volume of Temporary 10,529 CF 1"Runoff Volume=1 inch*Rv*1 foot/12
Pool) inch*(Total Drainage Area)
Value from stage -storage calculations
Volume Below Permanent Pool 46,233 CF (cumulative pond volume at permanent pool
elevation)
Total Volume to be Controlled= Volume Below
Total Volume to be Controlled 5s_7s2 Cl= (
Permanent Pool)+(1 " Runoff Volume)
Storage Elevation at Required Volume 37.72 FT . Value is interpolation based upon stage -storage
values. See stage -storage calculations
Wet Detention Pond B.As

WET DETENTION POND #2
Step 3: Calculate the required forebay volume (18-22% of total pond volume) and compare to the forebav volume provided.
Total Pond Volume 31,683 CF . Value from stage -storage calculations
Required Forebay Volume 6,337 CIF Forebay Volume=(Total Pond Volume)*20
Provided Forebay Volume 6,310 CIF Value from stage -storage calculations
Provided Forebay Volume:Total Pond_Volume 20% (Provided Forebay Volume)/(Total Pond
volume) *100%
Step 4: Verify that time required to drawdown the 1-inch runoff volume is within 2 to 5 days
Diameter of Proposed Low -flow Orifice
1.5
IN
'Value chosen by designer
Weir Elevation of Outlet Structure
37.0
FT
Value chosen by designer
(Total Elevation Head Above Orifice)=(Weir
Total Elevation Head Above Orifice
0.72
FT
Elevation) -(Elevation of Permanent Pool
Surface)
(Average Elevation Head Above
Orifice)=((Storage Elevation at Required
Average. Elevation Head Above Orifice
0.4
FT
Volume)+(Elevation of Permanent Pool
Surface)X-(Storage Elevation at Required
Volume)
Cd, Coefficient of Discharge
0.6
Value chosen by designer
'Q, Flowrate Through Low -flow Orifice
0.04
CFS
Q=Cd*(Pi)*((Diameter of Orifice)*(1 11/12
IDaawdown Time for 1-inch Runoff 3.4 DAYS (Drawdown Time)=(1"RunoffVolume)/Q*(1
LWet Detention Pond B.xls

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Aur.27, 2005 4:47PM C)505 1 3No.1918 P. 2
F�
-,Sk*A&
I106MR-
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 2NO [phone] FAX [phone]
Request for Express Permit Review
RLL4N all Information below and CHECK required Perml4s).
FAX or emaf to Camerae. [5/eaveORcmag net along wida a narrative and zilch m of the prof ect locaflon.
Projects must be submitted by 9.-00 A.M. of the review date, unless prior arrangements are made
APPLICANT Name Mike WPresident
Company Syntex Homes — Myrtle Beach Division
Address 2050 Corporate Centre Dn, Suite 200 City/State Myrtle Beach gC_Zip Z&Z County HQrry
Phone a43&39-ZZ00 F 9- Email
PROJECT Name Beacon Townes at Carolina Shores
PROJECT LOCATED IN arrunswlck County - LUMBER
ENGINEER/CONSULTANT Tim G. Clinkscales
Company McKim & Creed
Address 243 North Front Street CltylState Abl2ton NC Zin_28401
Phone [phone] Fax 251-8Z82 Email grikscales0mckimcreed.com
County NH
❑ STREMN! ORIGINATION CERTIFICATION; Sbwm Name QW&M River (SA HO V1
® STORMWATER ❑Low Density ® High Density -Detention Pond ❑ High Density -Other
❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Infomtatlon
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® LAND QUALITY ® Erosion and Sedimentation Control Plan with 20 acres to be disturbed. �....
❑ WETLANDS (401) ❑ No Wetlands on Site (letter from COE) []Wetlands Delineated/No JD
Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has beers done
Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the Insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LQS $
401 $
Total Fee Amount $ 5,000.00

Apr-21. 2005 4:47PM
No•7918 P. 3
5:4407910001184-5umeyleurvey 5-10-M.dwy, 4127=0511:42:06 AM, Oyer
I--"
(jq
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Apr-27 2005 4:48PM
No-7918 P- 4
DESIGN NARRATIVE
AND
STORMWATER NARRATIVE
for
BEACON TOWNES AT CAROLINA SHORES
CAROLINA SHORES, NC
Brunswick County, North Carolina
Project #4079-0001
Prepared for:
April 2005
Project #4079-0001
Prepared by:
243 North Front Street
Wilmington, North Carolina 28401
[phone]

Apr-21- 2005 4:48PM No•7918 P. 5
BEACON TOWNES AT CAROLINA SHORES
CAROLINA SHORES, NC
Brunswick County, North Carolina
Project 04079.0001
Design Narrative
Centex Homes is proposing the construction of multi -family units on a 32.72 acre tract In the
town of Carolina Shores, The project will consist of the construction of 152 units along with the
roadway infrastructure. The Impervious area will be approximately 19.66 acres.. The property
is currently is grassland and Is fairly wooded. It Is bordered by US 17 to the west, a ditch within
the Carolina Shores neighborhood to the east, an existing shopping center to the south and a
wooded lot to the north. The site Is located +/- 600' from the intersection of Calabash Road and
US 17 in Carolina Shores.
The project Is within the drainage basin that drains to the Lumber River. Based on this, the
design storm for treatmentis the first 1" of runoff, this will treated through the construction of 2-
wet detention ponds. The flow will directed Into the ponds through a combination of swales and
catch basin structure system. In addition to the first inch of runoff, they will designed to handle
the pro/post requirements from the Town of Carolina Shores. The wetlands on the site are
shown on the survey.
The erosion of the site will controlled with a combination of sediment traps, diversion ditches
and silt fence.
S.W07910001%2o-Tech18t0nn w81W NARRATIVE.doc Page 1

Page 1 of 1
North Carolina
Elaine i�fi TM � TOP' Tt IE
Secretary ECRETARY oF, L
Corporations
a)Corporations Home
'DImportant Notice
eCorporate Forms/Fees
6Corporations FAQ
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*)Non -Profit Reports
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Search
-�DBy Corporate Name
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Contact Us
OCorporations Division
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Print
}Printable Page
PO Box 29622 Raieigh, NC 2782"622 (919)8 r7-2000
Date: 5/16/2005
Click here to:
View Document Filings I
To- Print apre-populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
HC CENTEX REAL ESTATE Legal
CORPORATION
NC VISTA PROPERTIES, Prev Legal
INC.
Business Corporation Information
SOSID:
0400142
FID:
752121697
Status:
Current -Active
Date Formed:
6/27/1996
Citizenship:
Foreign
State of Inc.:
NV
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
Corporation Service Company
327 Hillsborough St
Raleigh NC 27601
327 Hillsborough St.
Raleigh NC 27603
2728 North Harwood Street
Dallas TX 75219
No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
hq://www.secretary.state.nc.us/Corporations/Corp.aspx?PitemTd=4598700 5/16/2005

CO-479 Business Corporation Use this for
-19-0 North Carolina Annual Report Annua Repc
Liability Par
Name of Corporation: CENTEX REAL ESTATE CORPORATION
State of Inoorporadon: NV
SOSID: 0400142
Date Filed: 2/21/200510:59:00 AM
Elaine F. Marshall
North Carolina Secretary of State
2005 052 00605
Fiscal Year Ending: 03 31 04
Month/i]sy/year
Secretary of State Corp. ID Number: 0400142 Federal Employer ID Number: 7 5 21216 9 7
.I
If this Is the Initial annual report filing, you must complete the entire form. If your business corporation's
Infbrilne tan has not changed since the previous report, check the box and complete Une 7 only. -►
1. Registered agent & registered ofrlce street address: (Must be a North Carolina Address)
Name: CORPORATION SERVICE COMPA
Street Address: 327 HILLBOROUGH ST
City, state, zip code: RALEIGH NC 27603 County. WAKE
2. Mafiing address N different from street address:
Melling Address:
City, State, Zip Code:
3. If registered agent changed, signature of new agent
(signature constitutes consent to the appointment)
4. Enter prindpal office address and telephone number here:
Street Address: 2728 N HARWOOD S T
— City. State, zip Code: DALLAS TX 75201 Telephone: 214 - 9 81- 5 00 0
5. Briefly describe the nature of business-. INTEREST IN HOMEBUILDING PARTNERSHIP
6. Enter name, title, and business address of prindpal officers here:
Nam: SEE ATTACHED STATEMENT
Address:
City:
State.
Title:
Zip:
-d.
Name: Tom:
Address:
city. State: Zip:
Name: Title:
Address:
City: State: Zip:
7. Certification of annual report (Must be completed by all corporations)
SIGNATURE (Form must be signed by officer of corporation)
DEBORAH L. GODLEY
Type or Print Name
A 'f /c�c
Date
ASST VICE PRESIDENT
Title
200306itk iToucheTaxTechnologiesLLC

'CENTEX REAL ESTATE CORPORATION
Directors / Officers Report
Mailing Address: P.O. Box 199000
Dallas, TX 75219-1516
Daniel L. Star
President (IL -Illinois Division)
Kris L. Anderson
Controller (IL -Illinois Division) and Assistant Secretary
Timothy K. McMahon
President (IN -Indianapolis Division)
J. Michael McClure
Controller (IN -Indianapolis Division) and Assistant Secretary
William T. Stapleton
President (MI -Detroit Division)
Michael J. VanPamel
Controller (MI -Detroit Division) and Assistant Secretary
Scott J. Richter
President (MN -Minnesota Division)
Mary Jane Weber
Controller (MN -Minnesota Division) and Assistant Secretary
Mikell A. McElroy
President (NC -Charlotte Division)
Greg A. Salinas
Controller (NC-Charotte Division) and Assistant Secretary
W. Hampton Pitts
President (NC-Ralelgh/Durham Division)
W. J. McShea Jr.
Controller (NC-Raleigh/Durham Division) and Assistant Secretary
Joseph T. Jenkins
President (NC -Triad Division)
Patricia M. Bennett
Controller (NC -Triad Division) and Assistant Secretary
Virgil L. Polk
President (NM -New Mexico Division)
John J. Pollock
Controller (NM -New Mexico Division) and Assistant Secretary
Bradley F. Burns
President (NV -Las Vegas Division)
Scott Lee
Controller (NV -Las Vegas Division) and Assistant Secretary
Robart J_ Roma
President (NV -Reno Division)
Scott D. Travis
Controller (NV -Reno Division) and Assistant Secretary
Wayne C. Zill
President (OH -Columbus Division)
Trelia L. Scholl
Controller (OH -Columbus Division) and Assistant Secretary
Steven L. Puls
President (OR -Portland Division)
Christopher A. Purves
Controller (OR -Portland Division) and Assistant Secretary
Paul J. Stashick
President (Pacific Division)
Andy C. Alvillar
Controller (Pacific Division) and Assistant Secretary
William M. Satterfield
President (SC -Central South Carolina Division)
Kookie L. McGuire
Controller (SC -Central South Carolina Division) and Assistant Secretary
Bryon K. Reed
President (SC -Charleston Division)
Frank L. Husted
Controller (SC -Charleston Division) and Assistant Secretary
Craig A. Lovette
Manager (SC -Charleston [Hilton Head Satellite] Division)
Michael P. Wyatt
President (SC -Myrtle Beach Division)
Susan H. Overly
Controller (SC -Myrtle Beach Division) and Assistant Secretary
John P. Lenihan
President (Southeast Division)
Christina D. Alvarez
Controller (Southeast Division) and Assistant Secretary
Wesley K. Patterson
President (TN -Nashville Division)
Kenneth A. Thompson
Controller (TN -Nashville Division) and Assistant Secretary
Bryan K. Swindell
President (TX -Central Texas Division)
Donald R. Hayter
Controller (TX -Central Texas Division) and Assistant Secretary
Thomas Harper
Manager (TX -Central Texas [Killeen Satellite] Division)
Todd V. Erickson
Chief Financial Officer (TX -Dallas/Fort Worth Metro Division) and Assistant
Secretary
Gregory S. Martin
Controller (TX -Dallas/Fort Worth Metro [Centex Homes/CityHomes] Division)
and Assistant Secretary
Louie Ocana
Manager (TX -Dallas/Fort Worth Metro [Centex Homes/CityHomes] Division)
W. Lee Thompson
President (TX -Dallas/Fort Worth Metro [Centex Homes/Fox & Jacobs
Homes] Division)
Karen M. Clary
Controller (TX -Dallas/Fort Worth Metro [Centex Homes/Fox & Jacobs
Homes] Division)
Thomas E. Lynch
President (TX -Dallas/Fort Worth Metro Division)
.
Page 4 of 5

CENTEX REAL ESTATE CORPORATION
and
CENTEX HOMES
CERTIFIED CORPORATE RESOLUTION
I, the undersigned, Rebecca L. Arredondo, Assistant Secretary of Centex Real Estate Corporation,
a corporation duly organized and existing under the laws of the State of Nevada (the "Corporation") and
the sole Managing General Partner of Centex Homes, a Nevada general partnership (the "Partnership"),
do hereby certify that I have access to the records and minutes of the proceedings of the Board of
Directors of the Corporation and of the management of the Partnership; that the resolutions set forth in the
Exhibit A attached hereto, and hereby made a part hereof, were duly adopted by the Unanimous Written
Consent of the Board of Directors of the Corporation as of July 17, 2003; that the resolutions and the
adoption thereof are consistent with the laws of the State of Nevada, and with the Articles of
Incorporation and the By-laws of the Corporation; and that such resolutions have not been revoked or
amended and are now in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal of the
Corporation this 13th day of December 2004.
U SEALS:
: 1986
HF V AD toO
28091v1
CENTEX REAL ESTATE CORPORATION
Sole Managing General Partner of Centex Homes,
a Nevada general partnership
Z xarc.&t . �2. J_ 4
Rebecca L. Arredondo
Assistant Secretary

EXHIBIT A
These amended and restated General Power, Division Specific Power and Project Specific Power
resolutions are effective as of July 17, 2003.
A.
As used in this resolution, "General Power" means the authority to act relating to the ordinary
course of business of Centex Real Estate Corporation (the "Corporation") generally, without restriction
to a particular Division or project, both in the Corporation's own capacity and as managing general
partner of Centex Homes,. a Nevada general partnership (the "Partnership").
As used in this resolution, "Division Specific Power" means the authority to act relating only to
the ordinary course of business of a Division over which the officer or manager, in question has
management responsibility, both in the Corporation's own capacity and as managing general partner of
the Partnership; provided, however, that when used with respect to any Regional Division of the
Partnership operating in the on -your -lot market segment, "Division Specific Power" means the authority
to act relating only to the ordinary course of business of such Regional Division, or any Division within
such Regional Division, over which the officer or manager in question has management responsibility,
both in the Corporation's own capacity and as managing general partner of the Partnership.
As used in this resolution, "Project Specific Power" means the authority to act relating only to
the ordinary course of business for specific projects within a Division over which the officer or manager
in question has management responsibility, both in the Corporation's own capacity and as managing
general partner of the Partnership.
B. RESOLUTIONS.
RESOLVED, that the following officers and managers of the Corporation shall have the General
Power, the Division Specific. Power or the Project Specific Power, as indicated in the charts below, and
authority to execute and deliver on behalf of the Corporation, both in the Corporation's own capacity and
as managing general partner of the Partnership, with or without a corporate seal, the following:
I. Other than the documentation relating to storm water management,described 'in Section
DC, below, applications, tentative and final subdivision plats and maps, development
agreements and all other documents that are relevant or incident to the development of
real property in which the Corporation or the Partnership has any interest:
General Power
Dtphlon Specific Power
Project Sped Power
Chairman of the Board
Division President
Development Manager
President
Division Manager
Land Development Manager
Executive Vice President
Division Vice President
Project Manager
Senior Vice President
Division Controller or
Division Chief Financial
Officer
Area Manager
Vice President
Regional Chief Financial
Officer or Regional Controller*
Land Acquisition Manager
28091v1

* Regional Financial Officer and Regional Controller have the same power as the Division
Controller and Division Chief Financial Officer in each Division within the Region.
II. Contracts for the sale of homes to consumers:
general Power
Division Spec& Power Project Specific Power
Chairman of the Board
Division President Project Manager
President
Division Manager Area Manager
Executive Vice President
Division Vice President
Senior Vice President
Division Controller or
Division Chief Financial
Officer
Vice President
Division Assistant Controller
Person designated in writing by
the Division President
Regional Chief Financial
Officer or Regional Controller*
* Regional Financial Officer and Regional Controller have the same power as the Division
Controller and Division Chief Financial Officer in each Division within the Region.
III. Deeds of conveyance and all other documents that are relevant or incident to the We and
closing of homes to consumers:
General Power
Division Specific Power
Project Spec jtc Power
Chairman of the Board
Division President
President
Division Manager
Division Vice President
Executive Vice President
Senior Vice President
Division Controller or
Division Chief Financial
Officer
Vice President
Division Assistant Controller
Assistant Secretary Person designated in writing by
i.the Division President
Regional Chief Financial
Officer or Regional Controller*
* Regional Chief Financial Officer and Regional Controller have the same power as the Division
Controller and Division Chief Financial Officer in each Division within the Region.
28091v1

IV. Contracts, deeds and all other documents that are relevant or incident to the lease,
purchase or sale of real property (other than the sale and closing of homes to consumers):
General Power
Chairman of the Board
President
Executive Vice
Senior Vice
Vice Preside
Dlvislon Specy7c Power
Division President
Manager
Person designated in writing by
the Division President
Project Speculc Power
V. Loan agreements, security agreements, promissory notes, deeds of trust and all other
documents (but specifically excluding guaranties) that are relevant or incident to the
financing of the purchase and/or development of real property:
General Power Diviclon-Spec fc Power Project SpecW Power
Chairman of the Board Division President
President
Executive Vice Presid
Senior Vice President
VI. Documents necessary to obtain Department of Real Estate Public Reports or similar
documents in California and other states (such as, without limitation, Arizona and
Nevada):
General Power
Dlvislon,Specic Power
Project Sped Power
Chairman of the Board
Division President
Development Manager
President
Division Manager
Land Development Manager
Executive Vice President
Division Vice President
Project Manager
Senior Vice President
Division Controller or
Division Chief Financial
Officer
Area Manager
Vice President
Division Assistant Controller
Land Acquisition Manager
Regional Chief Financial
Officer or Regional Controller*
* Regional Chief Financial Officer and Regional Controller have the same power as the Division
Controller and Division Chief Financial Officer in each Division within the Region.
28091v1

VH. Contracts for purchasing or leasing goods and services, including, but not limited to,
construction agreements and land development agreements:
General Power
Division -Sped Power
project Speciyk Power
Chairman of the Board
Division President
Land Development Manager
President
Division Manager
Development Manager
Executive Vice President
Division Vice President
Project Manager
Senior Vice President
Division Controller or
Area Manager
Division Chief Financial
Officer
Vice President
Division Assistant Controller
Land Acquisition Manager
Division Purchasing Manager
Division Purchasing and
Estimating Manager
Division Construction Services
Manager
Regional Chief Financial
Officer or Regional Controller*
* Regional Chief Financial Officer and Regional Controller have the same power as the Division
Controller and Division Chief Financial Officer in each Division within the Region.
VIII. Guaranties of indebtedness:
28o91v1

IX. Notices of Intent, Notices of Termination, storm water pollution prevention plans,
reports, certifications or other documentation that is relevant. or incident to storm water
management in the development of real property and/or construction of homes in which
the Corporation or t;e Partnership has any interest, and which will be submitted to a
governmental authority:
Genera! Power
Dlvislon Speck Power
Project Specs, jic Power
Chairman of the Board
Division President
Land Development Manager
President
Division Manager
Project Manager
Executive Vice President
Division Vice President
Area Manager
Senior Vice President
Division Controller or
Division Chief Financial
Officer
Vice President
Regional Chief Financial
Officer or Regional Controller*
* Regional Financial Officer and Regional Controller have the same power as the Division
Controller and Division Chief Financial Officer in each Division within the Region.
; and further
. RESOLVED, that all lawful acts specifically described in the immediately preceding resolution,
undertaken prior to the adoption of such resolution by any Assistant Secretary of the Corporation, either
in the Corporation's own capacity or as managing general partner of the Partnership, are hereby ratified,
confirmed and adopted by the Corporation.
28091vi

CENTEX REAL ESTATE CORPORATION
CERTIFICATE OF INCUMBENCY
The undersigned, Rebecca L. Arredondo, hereby certifies that she is duly elected and presently
serving as Assistant Secretary of Centex Real Estate Corporation, a Nevada corporation (the "Corporation")
and the sole Managing General Partner of Centex Homes, a Nevada general partnership, and that on this date
the following individual is currently serving as an acting officer of the Corporation, such individual
holding the office set forth opposite such individual's name:
Name Office
Michael P. Wyatt President (SC - Myrtle Beach Division)
IN WITNESS WHEREOF, I have hereunto affixed my signature and the corporate seal of the
Corporation this 13th day of December, 2004.
CENTEX REAL ESTATE CORPORATION,
Sole Managing general partner of Centex Homes,
�gTATEAy �,%��+/w a Nevada general partnership
.� Pp 0 gti•. O 1.-
?0 SEAL
1986 0 z
��'"-... �,..•� Rebecca L. Arredondo
NEV A��:•''� Assistant Secretary
#31766v1<,ep1> -Certificate of Incuobeacy (20041213) CENTEX REAL E

TO: NCDENR
I ATTENTION: Paul Bartlett, PE -
LETTER OF TRANSMITTAL
DATE: May 23, 2005
PROJECT NO: 04079-0001
TASK NO:
RE:: Beacon Townes at Carolina Shores
PROPOSALNO: TRANSMIT
PAGE 1 OF 1
WE ARE SENDING: ❑ Originals X Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ❑ Calculations ❑ Other -
Quantity
Drawing No.
Rev.
Description
Status
1
Request for Additional Information Letter
1
Response Letter
1
Original Stormwater Permit Application and Storm Drainage Table
1
Drainage Area map
1
Revised Pond Detail Sheet
F-T
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend & Resubmit 5. Rejected - See Remarks
REMARKS
243 N. FRONT ST, WILMINGTON, NC 28401 9101343-1048 FAX [phone]
cc: File w/encs McKIM & CREED, PA
�FIVFD Signed
Tim Clinkscales, PE
MA 2 3 ?��
S-W 0 J
BY:
sA601Dev1013105 carolinashores trans.doc

44�MCxm4&cREED
May 23, 2005
Faaeal T. Bartlett, PE
NCDENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Beacon Townes at Carolina Shores
Project Number: SW8 050513
Brunswick County
Dear Mr. Bartlett:
M&C 4079-0001 (10)
In response to your May 17, 2005, letter requesting additional information, we offer the
following
1. Please enter the receiving stream and class and provide a signed original of page 4 of
the application
a. These items are being added to the submittal package.
2. Please dimension the permanent pool for each pond on a separate detail and have
consistent labels for the ponds
a. These dimensions have been added to C-10.
3. Provide dimensions for the buildings, roadways, parking areas, etc.
a. These dimensions have been added, for the buildings a dimension for the
different type of buildings has been added and typical roadway width and
parking areas.
4. Add drainage plan to the submittal set.
a. A highlighted drainage map for the storm drainage system has been added to the
resubmitted set. The storm drainage schedule is being resubmitted.
If you have any questions or require clarification, please do not hesitate to contact me.
Sincerely,
McKIM & CREED, P.A.
Tim Clinkscales, PE
/bhc
L4'
243 NORTH FRONT STREET, WILMINGTON, NORTH CAROLINA 28401
TEL [phone] FAX [phone] www.mckimcreed.com
AA0002667

OF WA�4 Michael F. Easley, Governor
O� QG William G. Ross, Jr., Secretary
COT North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 17, 2005
Mr. Mike Wyatt
Division President
Centex Real Estate Corporation
2050 Corporate Center Drive, Suite 200
Myrtle Beach, SC 29577
Subject: Request for Additional Information
Stormwater Project No. SW8 050513
Beacon Townes at Carolina Shores
Brunswick County
Dear Mr. Wyatt:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Beacon Townes at Carolina Shores on May 16, 2005. A preliminary review of that information
has determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. Please enter the receiving stream and class ("Persimmon Swamp", Class C) in
Section 111.6. of the application table and provide a signed original, not a copy, of
page 4 of the application.
2. Please dimension the permanent pool for each pond on a separate detail on
Drawing C10 and use consistent labels for each ("A" and "B" are used on
Drawing C10 and #1 and #2 are used on application forms and calculations).
3. Please dimension buildings including impervious decks/patios, parking areas,
and roadway widths on at least one plan drawing and at a scale that is readable.
4. Please provide a readable drainage plan drawing that includes: (a) a schedule of
catch basins and inlet/outlet structures with invert elevations in a table; and (b)
clearlydelineated and labeled drainage areas for each pond. I suggest making
Drawing C3 into two drawings, one for each pond drainage area and changing
scale in order to make pipe runs and other details legible.
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 May 24, 2005, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
NorthCarohna
Natua!!ry

Mr. Mike Wyatt
May 17, 2005
Stormwater Application No. SW8 050513
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 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].
Since ely,
[ r
-
R
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:1WQSISTORMWATERIADDINFO120051050513
cc: McKim & Creed PA
Paul Bartlett
Page 2 of 2

P. 1
FILE MODE
------------
188 MEMORY TX
COMMUNICATION RESULT REPORT ( MAY.17.2005 11:06AM )
TTI NCDENR WIRO
OPTION ADDRESS (GROUP) RESULT PAGE
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
92518282
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
FAX COVER SHEET
P. 3/3
William G. Ross, Jr., Secretary
Date: 6/17106 No, of Pages: 3 (Incl. Cover)
To: Tim Clinkscales From: Paul Bartlett
Company: McKim & Creed Water Quality Section - Stormwater
FAX R'x 910-251-8282 FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050513
Project Name: Beacon Townes at Carolina Shores
MESSAGE:
Tim,
A Request lbr Additional Information is attached for the referenced project. The original
will be mailed to*Mr. Wyatt, and a copy will be mailed to you.
i ;
a.- - r n

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: 5/17/05 No. of Pages: 3 (Incl. Cover)
To: Tim Clinkscales From: Paul Bartlett
Company: McKim & Creed Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stonmwater Project Number: SW8 050513
Project Name: Beacon Townes at Carolina Shores
MESSAGE:
Tim,
A Request for Additional Information is attached for the referenced project. The original
will be mailed to'Mr. Wyatt, and a copy will be mailed to you.
ENB1ptb: S:IWQSISTORMWATERIADDINF0120051050513
127 Cardinal Drive extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
'' An Equal Opportunity Affirmative Action Employer

�OF WA Michael F. Easley, Governor
�01 William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
r
'< Alan W. Klimek, P.E. Director
Division of Water Quality
May 17, 2005
Mr. Mike Wyatt
Division President
Centex Real Estate Corporation
2050 Corporate Center Drive, Suite 200
Myrtle Beach, SC 29577
Subject: Request for Additional Information
Stormwater Project No. SW8 050513
Beacon Townes at Carolina Shores
Brunswick County
Dear Mr. Wyatt:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Beacon Townes at Carolina Shores on May 16, 2005. A preliminary review of that information
has determined that the application is not complete. The following information is needed to
continue the stormwater review:
1.
Please enter the receiving stream and class ("Persimmon Swamp", Class C) in
Section 111.6. of the application table and provide a signed original, not a copy, of
Sl
page 4 of the application.
2.
cW;j `ox
Please dimension the permanent pool for each pond on a separate detail on
Drawing C10 and use consistent labels for each ("A" and "B" are used on
Drawing C10 and #1 and #2 are used on application forms and calculations).
Please dimension buildings including impervious decks/patios, parking areas,
,t,,f0i1
�
and roadway widths on at least one plan drawing and at a scale that is readable.
4.
Please provide a readable drainage plan drawing that includes: (a) a schedule of
catch basins and inlet/outlet structures with invert elevations in a table; and (b)
clearly., delineated and labeled drainage areas for each pond. I suggest making
Drawing C3 into two drawings, one for each pond drainage area and changing
scale in order to make pipe runs and other details legible.
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 May 24, 2005, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer— 50% Recyded110% Post Consumer Paper
Nne
orthCarohna
Aatur AY

Mr. Mike Wyatt
May 17, 2005 .
Stormwater Application No. SW8 050513
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 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].
Since ely,
ef
Paul T. Bartlett, P.E.
Environmental Engineer
ENBlptb: S:1WQSISTORMWATERIADDINFO120051050513
cc: McKim & Creed PA
Paul Bartlett
Page 2 of 2

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: 5/17/05 No. of Pages: 3 (Incl. Cover)
To: Tim Clinkscales From: Paul Bartlett
Company: McKim & Creed Water Quality Section - Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050513
Project Name: Beacon Townes at Carolina Shores
MESSAGE:
Tim,
A Request for Additional Information is attached for the referenced project. The original
will be mailed to Mr. Wyatt, and a copy will be mailed to you.
ENB\ptb: S:\WQS\STORMWATER\ADDINFO\2005\050513
127 Cardinal Drive .Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

UWiM& i
I TO: NCDENR I
I ATTENTION: Paul Bartlett, PE I
LETTER OF TRANSMITTAL
DATE. May 16, 2005
PROJECT NO: M79-0001
TAW Na.
RE" Beacon Townes at Carolina Shores
PROPO No. TRANSMIT
PAGE 1 OF 1
WE ARE SENDING: ❑ Originals X Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ❑ Calculations ❑ Other -
Quantity
Drawing No.
Rev.
Description
Status
3
Plan Submittal to NCDENR for Stormwater
2
narratives
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend & Resubmit 5. Rejected - See Remarks
243 N. FRONT ST. WLMINGTO d, NC 284M 910M34M FAX [phone]-MM
cc: File w/encs McIKIM & CREED, PA
Signed-iL''�^ a^
Tim Clinkscales, PE

APr•27. 2005 4:48PM
No. 7918 P- 5
rf
BEACON TOWNES AT CAROLINA SHORES
CAROLINA SHORES, NC
Brunswick County, North Carolina
Project #4079-0001
Design Narrative
Centex Homes is proposing the construction of multi -family units on a 32.72 acre tract in the
town of Carolina Shores. The project will consist of the'construction of 152 units along with the
roadway Infrastructure. The Impervious area will be approximately 19.66 acres.. The property
is currently is grassland and is fairly wooded. It Is bordered by US 17 to the west, a ditch within
the Carolina Shores neighborhood to the east, an existing shopping center to the south and a
wooded lot to the north. The site Is located +/- 600' from the intersection of Calabash Road and
US 17 in Carolina Shores. P.erg!vw� S� J �.,.,, 6
n,�` 8-_
The project Is within the drainageVedriun
at drains to the Lumber Rlve seed on itti ,the wS
design storm for treatment .is the finoff, this will treated through the const►uction of 2-
wet detention ponds. The flow willto the ponds through a combination of swales and C
catch basin structure system. In addition to the first inch of runoff, they will designed to handle
the pro/post requirements from the Town of Carolina Shores. The wetlands on the site are
shown on the survey.
The erosion of the site will controlled with a combination of sediment traps, diversion ditches
and silt fence.
SM07910001120-TechlS =water NARRATIVE.doo Page 1

APr-27. 2005 4:47PM
No•7918 P- 2
kv M- WA
ATA
i15ENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
RLL-IN all information below and CHECK required Pormit(s).
FAX or small to Cameron.WeaMO-ncmag.net along with a narrative and vici* map of the project location.
Projects must be submitted by 9.-00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name Mike WPresident
Company --Co tex Homes - Myrtle Beach Division
Address 2050 Corporate Centre Dr; Suite 200 City/State Myrtle Beach SC Zip ? County Hom
Phone 9-2200 Fax
84 9-2ZL Email
PROJECT Name Beacon Townes at Carolina
Shores —
PROJECT LOCATED IN Brunswick County - LUMBER RIVER BASIN-
ENGINEER/CONSULTANT Tim G. Clinkscales
Company McKim & Creed �.
Address 243 North Front Street CltylState Wilmington NC 7Jp_28401 County NH
Phone [phone] Fax &-Art%
® STORMWATER Density High Density -Osten High Density -Other
-� ❑Low Density -Curb & Gutter -, .._......-..�n train Q` 1dvl r��� ��- ) �
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information 0d?5'5 3,A
MANAGEMENT
❑ Upland Development ❑Marina Development ❑Urban Waterfront 1 '� �"'�'`•`'
® LAND QUALITY ® Erosion and Sedimentation Control Plan with 20 acres to be disturbed.
❑ WETLANDS (4011) ❑ No Wetlands on Site (letter from COE) ❑Wetlands Delineated/No JD
Greater than 0.1 AC Wetlands Impacted ❑Jurisdictional Determination has been done
Less than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to be charged for subsequent reviews due to the Insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LQS $
401 $
Total Fee Amount $ 5,000.00

Aur•27. 2005 4:47PM
S:1407910001%4-Sumylsurvey &10-05.4wg, 41UI200511;42;06 AM, KDyer
No-7918 P- 3

Avr-21. 2005 4:48PM
No-7918 P- 4
DESIGN NARRATIVE
AND
STORMWATER NARRATIVE
for
BEACON TOWNES AT CAROLINA SHORES
CAROLINA SHORES, NC
Brunswick County, North Carolina
Project #4079-0001
Prepared for.
April 2005
Project #4079-0001
Prepared by.
243 North Front Street
Wilmington, North Carolina 28401
[phone]

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t1 R F, d 7 It o n w MW
G
0 0.4 0.8 1.2 1.6 2 mi
Map center is 330 54' 04"N, 780 34' 50"W (WGS84/NAD83)
Calabash quadrangle M-_8.443
Projection is UTM Zone 17 NAD83 Datum G=1 35
http://www.topozone-com/print.asp?z=17&n=3753814.99968998&e=723714.000068527&s... 5/5/2005

'oo
&
60' 0 60' 120'
0 IN M M M
SCALE: 1"=60' (Horiz.)
.. . . ..... .. ... ...
TEMPORARY
CONSTRUCTION
.... . . .... .
. . . . ..... .
ENTRANCE
.
.
. . ........
.7:,
. .......... . .
... ........ . .. ...........
.... .. ... ....
. .......... . . ...
"Aw . ........
..
... ............
. . . . ..........
. .. . ......... .
CB 18
CB 40
o; FES
A. RIP RAP
RIP RAP
APRON #1
APRON .... .... . ...
. . ........... .... ....
W=
=1 0',
L= 10', 5f . .. ...... k L= 10, W=
�jt
.... .........
TST 6 (23' x 6
11\ 'k-OA0► f-CR 37
0 10A
STAGE 1 CONSTRUCTION SEQUENCE
1. ESTABLISH LIMITS OF CONSTRUCTION.
2. INSTALL SILT FENCE AS SHOWN ON PLANS.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES AS SHOWN ON
PLANS. CONTRACTOR SHALL MAINTAIN A SUFFICIENT GRAVEL
ENTRANCE UNTIL FINAL SUBGRADE IS ESTABLISHED. IF DIRT/MUD
ON THE ROAD BECOMES AND ISSUE, THEN A WASHRACK WILL NEED
TO BE INSTALLED.
4. BEGIN CLEARING AND GRUBBING WITHIN LIMITS.
5. INSTALL SEDIMENT TRAPS, PERMANENT OULET SWALES AND
TEMPORARY SEEDING.
6. STRIP 6" OF TOPSOIL.
7. INSTALL STORM DRAINAGE SYSTEM.
8. INSTAL SILT FENCE INLET PROTECTION.
........ . . . . - -----
CB 5
....... ... . . .. ..... ..... ..
40
jr
L CB 36AJ
rrrrr�,rrrrr;rrrrr;,rr
rrrrriirrrri�„rriirrr irr `
rrrr'�rrrrrirrrrr�rrrrrir 0s 10 Bow
- — — — — — — — — — — — — —
I
SEAL
b"
0 i 4,,
A,
V**�MF1Q1\4&CREED
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
wd
awl
pl,
CB 35
STAGE 2 CONSTRUCTION SEQUENCE
1. ONCE ROADWAYS ARE PAVED, REMOVE SILT FENCE INLET
PROTECTION AND INSTALL BLOCK & GRAVEL INLET PROTECTION.
2. INSTALL RIPRAP APRONS.
3. INSTALL PERMANENT SEEDING.
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
5
SILT FENCE
SILT FENCE
INLET PROTECTION
LIMITS OF CONSTRUCTION
CATCH BASIN
20.0
SPOT ELEVATION
TEMPORARY CONSTRUCTION
IF7.77777771
ENTRANCE
DIRECTION OF
FLOW ARROW
TEMPORARY SILT TRAP
TEMPORARY DIVERSION DITCH
—TDD— ­TDD
-.5nov
IJ COM'
G� WATER C
5
RECE - _1-�4D
4T MAY �, -3 s09
5-w
,9AfA1x4ASE AAFA.IT
OW140 / DEVELOPER
CENTEX HOMES, MYRTLE BEACH DMSION
2050 CORPORATE CENTRE DRIVE, SUITE 200
MYRTLE BEACH, SOUTH CAROLINA
[phone]
[phone] (fax)
BEACON TOWNES
AT
CAROLINA SHORES
GRADING, DRAINAGE
AND EROSION CONTROL
P,
DATE:
_N
28 MARCH 05
MCE PROJ. #
4079-0001
DRAWN
wic
DESIGNED
wic
CHECKED
TGC
PROD. MGR.
RMC
N
r SCALE
rM&C FILE NUMBER
CE-1 01
HORIZONTAL:
DRAWING NUMBER
1"= 60'
VERTICAL:
C3
NA
'STATUS: REVISION
I Not for Construction

SURVEYORS
TOPOGRAPHIC SURVEY PERFORMED BY:
ED
Not Nfnm&cm
3987 Business Hwy. East
Bolivia, North Carolina 28422
Martin R Stoughton, PLS
X,
DRAWING INDEX:
G­z'-­l COVER SHEET
CiVIL
C­1 EXISTING CONDITIONS
C-Z OVERALL SITE PLAN
C-3 GRADING, DRAINAGE & EROSION CONTROL PLAN
C OVERALL UTILITY PLAN
C, 5 PROFILE - PILOTHOUSE PLACE & FREEBOARD LANE
C-6 PROFILE BULKHEAD BEND
C-7 PUMP STATION AND DETAILS
C-8 UTILITY DETAILS
C-9 SITE, GRADING, DRAINAGE AND EROSION CONTROL DETAILS
C-10 POND DETAILS
VICINITY MAP,
OWNER DEVELOPER
CENTEX REAL ESTA TF' CORPORATION, MYRTLE BEACH DIVISION
2050 CORPORATE CENTRE DRIVE, SUITE 200
MYRTLE BEACH., SOUTH CAROLINA RECEIVED
(843)8,39--.2200
MAY 1 6 2005
(84J)839-2208 (fox) 0 0 IS-0 f 13
BY:-
ENGINEERING
PRELI'M'al'Na"ARY PLAT
44 CC�N�UC1'1CNWT FELEASED FOR
M
4
243 N orth Front -Street
A
jl
N
L Wilmington, North, �'Cbrolina 28401
C"
LITY
Phone: [phone] Fax [phone]
Z _'p
115
AA0002667 EB0006691
www.mck*imcreed.com
m
W
O

i SITE DATA TABLE
ZONING = PRD
TOTAL TRACT ACREAGE= 32.71 ACRES
PROPOSED TOWN HOMES = 152 UNITS
PUBLIC STREET = 4215 LF
NET BUILT UPON AREA = 19.66 ACRES
JJDW SETBACKS:
\ •
�8' FRONT YARD 25'
SIDE YARD 10'
Y REAR YARD 25'
__•. _.w- - MAXIMUM STRUCTURE HEIGHT 35'
«...
241X 56
3
.• •• -•` ��STREETS ARE 24 TO BACK INCLUDINGROLL
TEMPO _ TYPICAL SALE L R
KING:..:-� : _ j / 2. ALL PUBLIC ROADS WILL BE DEDICATED TO THE TOWN OF
.. �}
_ .� .. `•,, +QQ ti CAROLINA SHORES
3. THE PROPERTY IS IN ZONE C BASED UPON THE CURRENT
_.
>f-rsr ..,,... � MAPPING, CO N0. 3702950300C .AND
�Y hr', _ 950305 DATED MAY 986
4. TR SERVICE WILL BE COLLECTED BY THE TOWN CAROLINA
SHORES.
,
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U
CURVE
TABLE
CURVE
LENGTH
RADIUS
44.01
98.55
44.94
98.55
134.44
298.55
134.84
298.55
C5
73.77
200.00
C6
129.75
200.00
C7
8.58
200.00
C8
35.21
112.00
C9
30.98
100.00
C10
60.35
62.00
C11
83.72
62.00
C12
61.24
500.00
C13
179.87
288.00
C14
82.43
150.00
C15
117.81
75.00
C16
100.82
50.00
C17
44.701
39.00
C18
44.64
100.00
C19
70751
75.00
LINE TABLE
LINE
LENGTH
BEARING
L1
35.23
N70'01'01 "W
L2
49.16
N84'38'35"W
L3
20.50
S35'20'57"W
L4
26.55
S35'59'21 "E
L5
23.54
S72'08'32"E
L6
17.79
S260562 "E
L7
15.13
S54'00'32"W
L8
17.17
N77'20'53"W
L9
10.16
N63'15'30"W
L10
45.57
N75'3658"W
L11
63.26
N51'21'36"W
L12
23.47
S75'30'49"W
L13
53.32
S81''59'24"W
L14
53.25
N80'22 43 W
L15
40.67
N63'14'45"W
L16
32.72
N29'01'02"W
L17
34.03
N60'37'59"W
L18
35.12
N28'01''28"W
Li
21.98
N58'43'56"W
L20
17.20.
N15'11'59"E
L21
31.34
N 09'53' 10"W
L22
20.34
N26'05'57"W
L23
35.81
N50®20'53"W
L24
38.68
N45°36'27"W
L25
24.15
S74.45'19"W
L26
49.97
S14'39'03"W
L27
16.68
S31'2627"E
L28
39.90
S13°10'59"W
L29
30.35
S74°45'17"W
L30
32.40
N3901244"W
L31
39.86
N34'04'08"W
L32
36.22
N66007'27"W
L33
35.83
N55'02'45"W
L34
39.47
N76°48'19"W
L35
44.74
N69°10'59"W
L36
57.28
N71'33'31 "W
L37
54.63
N87. 7'17"W
L38
53.12
N86'17'52"W
L39
56.28
N48038'57"W
L40
11.71
N48°38'57"W
L41
24.56
N76'16'0 "W
L42
39.54
S88'3447"W
L43
16.56
N33'05'42"
L44
37.13
N282 - - -
L45
62.76
N38'45'29"E
L46
34.80
N4432'45"E
LINE TABLE
LINE
LENGTH
BEARING
L47
70.43
N19'5424"E
L48
42.56
N32'33'17"E
L49
34.54
N49'18'31"
L50
50.35
N65'37'26"E
L51
53.66
S09'48'23"E
L52
27.72
S41'38'13"E
L53
42.25
S42'05'35"E
L54
36.20
S5311'14"E
L55
19.67
S83'15'16"E
L56
15.27
S80'08'01 "E
L57
40.00
S80'08'01 "E
L58
41.69
S69'09'39"E
L59
31.93
S56'03'22"E
L60
59.77
S84°40'19"E
L61
75.46
S47'44'21 "E
L62
23.29
S76'40'04"E
L63
49.43
S65'35'12"E
L64
43.26
S58'36'50"E
L65
44.35
S74'05'56"E
L66
59.53
S47'32'21 "E
L67
81.37
S41 °59'29"E
L68
44.82
S555628"E
L69
46.55
S74'1438"E
L70
23.06
S52°09'04"E
L71
81.24
S87°3953"E
L72
38.80
S89'14'45"E
L73
33.67
N82'48'16"E
L74
23.83
S82'35'42"E
L75
145.20
S74'07'45"E
L76
85.16
S58'05'35"E
L77
295.12
S60'33'03"E
L78
56.30
S78'33'41 "E
L79
133.16
S60'48'41 "E
L80
414.75
S25'07'54"W
L81
206.70
S30'38'24"E
L82
336.34
N71-59'20"E
L83
130.38
N64058'19"E
L84
55.90
N29'11'19"E
L85
167.85
N29'2657"E
L86
110.42
NO2'02'16"W
L87
78.20
N87'57'44"E
L88
465.19
N87'57'44"E
L89
73.37
S23'29'39-W
L90
171.16
S89'09'30"W
191
148.31
N65'15'47"W
L92
18.13
NO2'02116"W
ROADS TO BE DEDICATED TO
THE TOWN OF CAROLINA SHORES.
I \\
NX
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NO.
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6 UNITS
�i ����'•.._ ����`\`�v+•� �� �� �. ,� t o ? � / ' \. \ 2' 20' 2'
865.348'
off, • '1 4
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 E80006691
WWW.mcki'mcreed.com
DEVIEI=OFI�R
o ,
oo
CENM H, MYRTLE" BEACH Ou"'IVISION
MYRTLE BEACH, SOUTH CAROLINA
: L 0i
: *! !
BEACON TOWNES
AT
CAROLINA SHORES
SITE PLAN
DATE: 28 MARCH 05
SCALE
HQRI ZQNTAL<
1 "= 60'
VERTICAL:1
NA
W ME NUS
MCE PROD. 4079-0001
RA _
Nllt„�ER
DESIGNED WJC
CHECKED TGC
PROD. MGR. RLC
STATUS:
N of
KHsIoN
For Construction

I, ) � M1 ,
,.
.. STAGE 1 CONSTRUCTION SEQUENCE
. `.
I.
.� 1. ESTABLISH LIMITS OF CONSTRUCTION.
�/ \
• 2. INSTALL SILT FENCE AS SHOWN ON PLANS.
.` `lam \ , ' .,
-• �' - \'- '% 3. INSTALL GRAVEL CONSTRUCTION ENTRANCES AS SHOWN ON
--
„` PLANS. CONTRACTOR SHALL MAINTAIN A SUFFICIENT GRAVEL
60' 0 . 60 120'UD
_.-.. -
:.
\♦•
:__ Y;: ON THE ROD BECOMES AND ISSUES THEN BA WASHRACKDI WILL NEED
ENTRANCE UNTIL FINAL SUBGRAD
A N
m m m m m �- ON9 . I... `,- .` _ - _ �:.. `�` TO BE INSTALLED.
tt t . .
SCALE: 1 -60 Horiz. �' - _ `,.1;, . ``'
►� C ) _ .
t
y _
. - .,
^ 4 GIN CLEARING AND GRUBBING WiTHINLIMITS. - " �'•- � BE GR I G
_- - ,
TEMPORARY '` _ _ _ _ , `''
-
1.
-` . ,
'� I.
_.. _..
%
CONSTRUCTION r ; o _-. - :- _: - , \ , 5. INSTALL SEDIMENT TRAPS PERMANENT OULET SWALES AND
t. _ 1 - r 7
ENTRANCE . ,. - _ _- _
_ TEMPORARY SEEDING .
1.
- r.. - _ \
e
.,
-r
... �, \\
' . - _ 6. STRIP OF TOPSOIL
l '
r } , i._Y
/ �'
•%
4 •y ... r• ,
,
Dc 7. INSTALL STORM DRAINAGE SYSTEM.
1. ;; ._� _ -
:.
4: _ t
... :.
-
1 I
. '
. -q. _ - , .% 8. INSTAL SILT FENCE INLET PROTECTION.
_ - .. .,
STAGE 2 CONSTRUCTION SEQUENCE
1. ONCE ROADWAYS ARE PAVED,
REMOVE SILT FENCE INLET
PROTECTION AND INSTALL BLOCK
& GRAVEL INLET PROTECTION.
2. INSTALL RIPRAP APRONS.
3. INSTALL PERMANENT SEEDING.
LEGEND
EXISTING CONTOUR
�`'
PROPOSED CONTOUR
5
SILT FENCE ®
■ ■
SILT FENCE
I:: *
INLET PROTECTION
LIMITS OF CONSTRUCTION
CATCH BASIN
20.0 .
SPOT ELEVATION
TEMPORARY CONSTRUCTION
ENTRANCE
C
DIRECTION OF
FLOW ARROW
•` `-'--
TEMPORARY SILT TRAP
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SEAL
SEAL
44
-"A I
A" , 'I &
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 E80006691
www.mckimcreed.com
OWNER / DEVELOPER
CENTEX HOMES, MYRTLE BEACH DIVISION
2050 CORPORATE CENTRE DRIVE, SUITE 200
MYRTLE BEACH, SOUTH CAROLINA
[phone]
[phone] (fax)
DATE: 28 MARCH 05
SCALE
00 Marc FILE NUMBER
U
CE 101
AT
MCE PROJ. #
4079--0001
HORIZONTAL:
DRAINING NUMBER
DRAWN
WJC
CA 1 j 1`1 11 0
1...
DESIGNED
WJC
1"= 60'
CHECKED
TGC
. VERTICAL:
C3
PROJ. MGR.
RMC
NA
GRADING DRAINAGE
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)
STATUS:
REVISION
L� AND EROSION CONTROL
.---./ Not
•
for Construction

N.
24' X 56'-
TEMPO _ _
\
\
SALE LER _ _
\
NG
0 60 120 ._
SCALE: 1 = 60 (Horiz.)
,r
\
8 x 8 TEE
2-8" GATE VALVES \\\
.:;.0 SSMH 7 \
t
WETLANDS
0 S
G� SMH (/
Tt -
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SSMH
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MAIL BOXES
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DROP INLET
■
STORM DRAIN
—�—�—
FES
SWALE--•••
SSMH
•
SPOT ELE.
+40.55
SS LINE
FORCE MAIN
FTC ---
90' ELBOW
-�
WATER LINE
lvv--w-
FIRE HYDRANT
=--
TEE
D
GATE VALVE
►�
22" ELBOW
BLOW OFF
B.O.®
8"x 8" E
2-8" GAT ALVES
NI
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SSMH 17
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SSMH 18
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CA
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SSMH 21
SSMH 4 _
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d 8 x 8 TEE-
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�_�_ •-
SS
, a
b
MH
--- -- - SSMH 10
v 1 1`
6 UN17,S 0 tjt-ts
SS /
d �OR�
` ` _ UNDISTURBED
F - _� — -- 30 UTILITY", --`� 4 D NATURAL
-- - _ - - - ' ` EASEMENT /
AREA
At
301 BUFFER - ----__ --___ - EXIsTING
_ EWER ORCE M F
� � T
T
SEAL
��6�§640ORS,,�g
CAR�.
w-0
L
Alf
CL
�o1YBtiti9�is���
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
AA0002667 E80006691
www.mckimcreed.com
QWNCER / D EVELOPER
CENTEX HOMES, MYRTLE BEACH DMSION
2050 CORPORATE CENTRE DRIVE, SufTE 200
MYRTLE BEACH, SOUTH CAROLINA
[phone]
[phone] (fax)
.01 1 v
- — USE
/ -- _ D
BATHHO
POOL AN
Q' BUFFER-
/
-b
h9�
�y)57
BEACON TOWNE$
AT
CAROLINA SHORES
eo-�
DATE:
28 MARCH 05
MU PRQJ4
L79, QQ
DRAM
wic
DESIGNED
wJC
CHECKED
TGC
PROJ. MGR.
RLC
oe
MdcC FltF NUMBER
..SCALE
_
CU-101
HQRIZONTA1,
__..•9� N M =r
1 "= 609
VERTICAL:
C-4
NA
� OVERALL UTILITY PLAN STATUS,E.s�
Not For Construction