SW8050513_Historical File_20120605

BEACON TOWNES AT CAROLINA SHORES
BRUNSWICK COUNTY, NC
STORMWATER MODIFICATION NARRATIVE
Prepared for:
Pulte Group
4876 Barefoot Resort Bridge Rd.
North Myrtle Beach, SC 29582
Prepared by:
243 North Front Street
Wilmington, NC 28401
[phone]
Project #1096-0033 (40)
MAY 2012
+022574
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TM EIVED
JUN ® 5 Z01Z
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BEACON TOWNES AT CAROLINA SHORES
GENERAL INTFORMATIO1l►
Project Name
Beacon Townes at Carolina Shores
Project Location
US HWY 17, Carolina Shores
Brunswick County, North Carolina
Project Owner
Pulte Group
McKim & Creed Project Number
1096-0033 (40)
PROJECT NARRATIVE
Originally, this project was permitted by Centex Real Estate Corporation. The
project has since been purchased by the Pulte Group, who is requesting the
stormwater permit modification, at this time.
Pulte Group has begun construction on a multi -family unit development on a 32.72 acre
tract in the Town of Carolina Shores, NC. Stormwater for this project was previously
permitted on June 1, 2005 (Permit No. SW8 050513). This project consists of construction
of 151 multi -family units along with roadway infrastructure. The impervious area
previously permitted for the project site was 9.46 acres.
The project site is within the drainage basin that drains to the Lumber River. Based on
information provided in the original permit, stormwater is currently being treated
through the use of two wet detention ponds (see attached Site Plan). The flow is directed
into each respective pond through a combination of swales, catch basin structures and
drainage pipe systems. The ponds were designed to handle the pre/post requirements
set by the Town of Carolina Shores and the Water Quality requirements by NCDENR-
DWQ.
Sediment and erosion control measures were implemented with the use of a
combination of sediment traps, diversion ditches.and silt fence. Construction of the
project is 85-percent complete. As such, much of the erosion control devices have been
removed following final inspection and release by NCDENR - Division of Land Quality.
r �
RECEI tl%s. D
JUN 0 5 LU12
BY:

PURPOSE AND NEED FOR MODIFICATION
Based on conversations with NCDENRR.-DWQ staff a modification to the existing
stormwater permit is required due to a change that was made in the original layout of
the development and additionally to address a stormwater issue that arose after
building construction. These modifications are as follows:
The pool and pool -house (located within Drainage Area #2) was moved from its original
permitted location. Please note that the total built upon area (BUA) allocated to the pool
house has reduced in size from what was previously permitted. Originally, the BUA.
associated with the pool house and walkway were approximately 10,620 S.F. Due to the
relocation of the pool house, the BUA associated with the new layout is approximately
6,295 S.F. This leads to a reduction in BUA of approximately 4,325 S.F. or 0.1 acres.
Additionally, due to the relocation of the pool house, three (3) multi -family units were
reconfigured and resized to accommodate the change. This led to a reduction of 3,350
S.F. of BUA, and coupled with the reduction associated with the pool house an overall
l5 ipaka fn1 11,-> 1n --_,I ` After consultation with
NCDENR staff we request to retain the original permitted acreage of BUA in the event
that future modifications may require additional BUA.
The second change made, that requires a modification to the existing permit, is in
relation to Drainage Area #1. Originally, Drainage Area #1 took into account 17.8 acres
that drained to the stormwater detention pond designed for this area. During
construction, a portion of piping that was installed to convey the stormwater runoff to
the pond was inadvertently cut short. This coupled with a lower finished ground
elevation resulted in stormwater to flow overland and form a small channel of runoff,
which in turn caused minor erosion issues in one part of the development. After
discussions with NC DENR staff, this modification will include the installation of four
(4) drainage pipes to convey rooftop runoff for 'h of the building's roof area from units
T6-T9 to the existing canal, which is located directly behind these units and is currently a
means of ultimate disposal of stormwater runoff.
The functionality of the canal was previously examined to determine the capacity of the
canal and how the proposed development would directly affect its current use. The
capacity of the canal was determined using survey data and hydraulic modeling. It was
determined that the canal was approximately 6' in depth with a capacity of
approximately 315 cubic feet per second (CFS). Based on the hydraulic modeling, it was
concluded that the permitted system would not cause overtopping of the canal because
the proposed system would operate below the pre -development conditions. Likewise,
the stormwater runoff generated by this permit modification is not anticipated to have a
negative effect on the canal as there is no new runoff generated than what was originally
permitted, just a redirection for a portion of the flow.
JUN 0 5 ZO12

PERMIT CONDITIONS AND PROPOSED MODIFICATIONS
After consultation with NC DENR staff, a discussion of previously permitted conditions
in relation to the new conditions will be detailed in this narrative. Existing permit
conditions are as follows:
Existing Permit Conditions
The total drainage area for Beacon Townes is 27.1 acres. This consists of two separate
drainage areas that convey runoff to two detention ponds respectively. Drainage area
information is as follows:
Drainage Area #1
Drainage Area -17.8 acres
Proposed Impervious - 6.75 acres
% Impervious - 38%
Drainage Area #2
Drainage Area - 9.3 acres
Proposed Impervious - 2.71 acres
% Impervious - 29%
Please note that supplemental forms relating to Ponds #1 and #2 will not change based
upon the change in BUA. Previously permitted design criteria will remain the same;
therefore, new supplemental forms will not be submitted as part of this permit
modification.
A copy of Stormwater Permit No. SW8 050513 is herein attached as an exhibit to this
document.
Proposed Modifications
Based on the proposed modifications (as outlined above) a permit modification will
need to be obtained in relation to the new location of the pool and pool -house and in
reference to the installation of four (4) drainage pipes that will tie directly into the roof
leaders to convey 1,66f rooftop runoff generated by units T6-T9 to the canal.
The modifications will require that existing Drainage Areas be updated as follows:
Draina a Area #1
Drainage Area -17.8 acres
Proposed Impervious - 6.75 acres
% Irnpervious - 381/o
BJUNCQ
D
Y.

Drainage Area #2
Drainage Area - 9.3 acres
Proposed Impervious - 2.53 acres
% Impervious - 271/o
As mentioned previously, based on discussions with NC DENR staff at this time we
would like to request to retain the original acreage of BUA in the event that future
modifications may be required.
JUN U 5 ZU1Z
18Y.

v MCKIM&CR.EED
May 2, 2012
Janet Russell
Coastal Management Representative
NCDENR Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Beacon Townes at Carolina Shores
Carolina Shores — Brunswick County
E N G N E E R S
SURVEYORS
PLANNERS
M&C 04079-0001(70)
Stormwater Permit No. sw8 050513 - Designer's Certification
Dear Ms. Russell:
Attached is the Designer's Certification for the NCDENR Stormwater Permit No.
SW8 050513 issued on June 1, 2005 to Centex Homes for their project Beacon
Townes at Carolina Shores. This stormwater management system was installed
in late 2005 and early 2006. The stormwater pipe network and SWM BMP's were
as -built in 2006; however the Designer's Certification was not processed and sent
to your office. Centex Homes recently discovered this during their quest to
transfer the ownership of the SWM Permit to the Homeowner's Association.
Please process and accept this designer's certification, and let me know if you
need any additional information.
Sincerely,
M & CREED, INC.
•'' t J� %
Richard M. Collier, P
243 North Front Street Director of PDNR, WilIington
Wilmington, NC 28401 Enclosures: SW8 050513 Designer's Certification
cc. Craig Hobart, Centex Homes w/enclosures
M&C file 04079-0001(70) w/enclosures RECEIVED
910.343.1048
JUN 0 5 ZU1Z
Fox 910.251.8282
BYY:
www. mckimcreed.com
S:\4079\0001\70-Record\SW8 050513 -Engineer's Certification 05-02-2012 2_doc

State Stormwate ' 9anagement Systems
I-armit No. SW8 050513
Beacon Townes at Carolina Shores
Stormwater Permit No. SW8 050613
Brunswick Countv
designer"s Certification
allr
, as a duly registered
in the State of North Carolina, having been authorized to observe &nodicallyl weer
frlhtft�n� the construction of the project,
Carolj�ja,, Sys
(Project)
for cgltff�40&66 TA As. (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 plarrs and specification:
4k &4*(YNc{i'0'P.% V( 15 DNA
W(Cl& 49r Aqs-LHiLr-;4 2cD4
6e"Q44W7or'1 Wow f44 Sim 1_rJ
r
Signature '/
Registration Number NG - 02A.57
Date 051070
f
amps wW6
Page 6 of 7
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R �•
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FFM CEIVED
j JUN 0 `5 'L01Z
i.
B'y:

State Storn Aer Management Systems
Permit Na. SW8 050513
Certification Requirements:
1.
The drainage area to th ; :system contains approximately the permuted
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.
F_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 outletlbypass structure.
48.
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.
EVIL, 13.
Required drawdown devices are correctly sized per the approved plans.
All
required design depths are provided.
14.
All requlred parts of the system are provided, such as a vegetated shelf.
and a forebay.
Am_&, 5.
The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Page 7of7
IRE C�EIXV71ED
JUN 0 5 ZU1z
BY:

v v MCKIM&CREED
May 2, 2012
Janet Russell
yt�sJ�"
ENGINEERS
SURVEYORS
P L A N N E R S
M&C 04079-0001 (70)
Coastal Management Representative
NCDENR Division of Coastal Management RECEIVED
127 Cardinal Drive Extension MAY d 2��2
Wilmington, NC 28405
BY:
RE: Beacon Townes at Carolina Shores
Carolina Shores — Brunswick Coun
Stormwater Permit No. sw8 050513 _ Designer's Certification
Dear Ms. Russell:
Attached is the Designer's Certification for the NCDENR Stormwater Permit No.
SW8 050513 issued on June 1, 2005 to Centex Homes for their project Beacon
Townes at Carolina Shores. This stormwater management system was installed
in late 2005 and early 2006. The stormwater pipe network and SWM BMP's were
as -built in 2006; however the Designer's Certification was not processed and sent
to your office. Centex Homes recently discovered this during their quest to
transfer the ownership of the SWM Permit to the Homeowner's Association.
Please process and accept this designer's certification, and let me know if you
need any additional information.
Sincerely,
M91IM & CREED, INC.
llt�JN - &�r
"
Richard M. Collier, PE
243 North Front Street Director of PDNR, Wilmington
Wilmington, NC 28401 Enclosures: SW8 050513 Designer's Certification
cc: Craig Hobart, Centex Homes w/enclosures
M&C file 04079-0001(70) w/enclosures
910.343.1048
Fax [phone]
www.mckimcreed.com
S:\4079\0001\70-Record\SW8 050513-Exigineer's Certification 05-02-2012 2. doc

State Stormwate ' lanagement Systems
F-�rmit No. SW8 050513
Beacon Townes at Carolina Shores
Stormwater Permit No. SW8 050513
Brunswick Countv
Designer's Certification
F
I, uha�.�lbi� aIII(A ,�,
as a duly registered
in the State of North Carolina, having been authorized to observe eriodically/arvee�ly;
I
ull Umm" the construction of the project,
4,-3 t46s a4 Caroll�J.aw 54erEs
(Project)
for cQp.� Avmx4 IAal (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:
ALS-Lr1i Lr- 1'9 24VG .
WON; f44 6&JTJ
Signature . &a,
Registration Nu ber NG - Q25 Z��.
Date 0� OZ12412,
Page 6 of 7

State Storn 3ter Management Systems
Permit No. SW8 050513
Certification Requirements:
W-50 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.
ri 6.
The outlet structure is located per the approved plans.
b4jC,7.
Trash rack is provided on the outlet/bypass structure.
W'.0.
All slopes are grassed with permanent vegetation.
Oft 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.
The permitted amounts of surface area and/or volume have been
provided.
PAW
12.
Required drawdown devices are correctly sized per the approved plans.
P
"� 13.
All required design depths are provided.
AEG 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

Compliance Inspection Report
Permit: SW8050513 Effective: 06/01/05 Expiration: 06/01/19 Owner: Centex Real Estate Corporation, Myrtle Beach
Project: Beacon Townes at Carolina Shores
County: Brunswick US Hwy 17
Region: Wilmington
Contact Person:
Title:
Carolina Shores NC 28467
Phone:
Directions to Project:
The project site is located +/- 650' northeast from the intersection of Ocean Hwy (US 17) and Thomasboro Road (SR 1168) in Carolina
Shores
Type of Project: State Stormwater - HD - Detention Pond
Drain Areas: 1 - (Persimmon Swamp) (03-07-57 ) ( C;Sw)
2 - (Persimmon Swamp) (03-07-57 ) ( C;Sw)
On -Site Representative(s):
Related Permits:
Inspection Date: 05/25/2012 Entry Time: 10:30 AM
Primary Inspector: Christopher Baker
Secondary Inspector(s):
David W Cox
Reason for Inspection: Follow-up
Permit Inspection Type: State Stormwater
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
0 State Stormwater
(See attachment summary)
Exit Time: 10:45 AM
Phone:
Phone:
Inspection Type: Compliance Evaluation
Page: 1

Permit: SW8050513 Owner - Project: Centex Real Estate Corporation, Myrtle Beach
Inspection Date: 05/25/2012 Inspection Type: Compliance Evaluation Reason for Visit: Follow-up
Inspection Summary:
David and I meet with Mr Hobart to inspect and discuss sloutions to the erosion problem on the ditch slopes.
cuu Rs--Q..--
Are the SW measures constructed as per the approved plans?
Are the inlets located per the approved plans?
Are the outlet structures located per the approved plans?
Comment: Roof drains causing erosion along the on the downslope of the ditch
behind townhomes.
Yes No NA NE
Page: 2

C200724200323
STATE OF NORTH CAROLINA
DEPARTMENT OF THE SECRETARY OF STA
STATEMENT OF CHANGE OF REGISTERED
OFFICE AND/OR REGISTERED AGENT
SOSID: 0174935
Date Filed: 9/7/200710:38:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200724200323
Pursuant to §55D-31 of the General Statutes of North Carolina, the undersigned entity submits the following for the purpose of
changing its registered office and/or registered agent in the State of North Carolina.
State ID # 0174935
INFORMATION CURRENTLY ON FILE
The name of the entity is: PULTE HOME CORPORATION
Entity Type: ❑Corporation, [Foreign Corporation, []Nonprofit Corporation, []Foreign Nonprofit Corporation,
❑Limited Liability Company, []Foreign Limited Liability Company ❑Limited Partnership, []Foreign Limited Partnership,
[]Limited Liability Partnership, ❑Foreign Limited Liability Partnership
The street address and county of the entity's registered office currently on file is:
Number and Street: 225 Hillsborough Street
City, State, Zip Code: Raleigh, NC 27603 County: Wake
The mailing address ifdifferent front the street address of the registered office currently on file is:
The name of the current registered agent is: CT Corporation System
NEW INFORMATION
1. The street address and county of the new registered office of the entity is:
(complete this item only if the address of the registered office is being changed)
Number and Street: 327 Hillsborough Street
City, State, Zip Code: Raleigh, NC 27603 County: Wake
2. The mailing address if different from the street address of the new registered office is:
(complete this item only if the address of the registered office is being changed)
3. The name of the new registered agent and the new agent's consent to appointment appears below:
(complete this item only if the name of the registered agent is being changed)
Corporation Service Company
Type or Print Name of New Agent * Signature & Title
Elizabeth A. Dawson, Asst. Vice President
4. The address of the entity's registered office and the address of the business office of its registered agent, as changed,
will be identical.
5. This statement will be effective upon filing, unless a date and/or time is specified:
This is the27th day of August . 20 07 PULTE HOME CORPORATION
"If ame
Si nature
Kathy L. Yetter, Vice President
Type or Print Name and Title
Notes: Filing fee IsS5.00. This document must be tiled with the Secretary of State.
Instead of signing here, the new registered agent may sign a separate written consent to the appointment, which must be attached to this statement.
CORPOR-ATIONS DIVISION P. O. BOX 29622 RAL.EIGH, NC 27626-0622
Revised January 2002 Form BE-06

CERTIFIEI) RESOLUTIONS
OF THE BOARD OF DIRECTORS OF
PULTE HOME CORPORATION
I, Jan M. Klym, hereby certify that I am a duly elected and acting Assistant Secretary of
PULTE HOME CORPORATION, a corporation authorized and existing under the laws of the
State of Michigan; that attached is a true copy of the resolutions adopted by the Board of
Directors of the Corporation at a special meeting duly called and held on September 10, 2009, in
accordance with the provisions of Section 521 of the Michigan Business Corporation Act; and
that such resolutions have not been rescinded or modified, and do not contravene any provisions
of the Articles of Incorporation or Bylaws of said corporation.
IN WITNESS WHEREOF, I have here unto set my hand this 10th day of September,
2009.
an M. Klym, A is t Secretary
STATE OF MICHIGAN 1
COUNTY OF OA.KLAND
On September 10, 2009, before me, Donna Marie Matyanowski, a Notary Public in and for said
State, personally appeared Jan M. Klym, personally known to me to be the person whose name
is subscribed to the within instrument and acknowledged to me that she executed the same in her
authorized capacity, and that by her signature on the instrument the entity upon behalf of which
the person acted, executed the instrument.
WITNESS my hand and official seal.
is LOPLI+—
Donna Marie MatyanowsA, Notary Public
Oakland County, Michigan
My Commission Expires; 05/25/2013

PULTE HOME CORPORATION
SIGNING POWER RESOLUTIONS
A.
As used in these resolutions:
"signing•_ power" means the power and authority to execute and deliver an agreement, instrument
or other document.
"General Signing Power" means signing power relating to the ordinary course of business of
PULTE HOME CORPORATION (the "Companv") generally, without restriction to a particular Division
pr project, both in the Company's own capacity and in any instances where it is the managing partner or
managing member of a joint venture (the "Partnership").
"Division Specific Signing Power" means signing power relating only to the ordinary course of
business of a Division over which the officer, manager, or employee in question has management
responsibility, both in the Company's own capacity and as managing partner or managing member of the
Partnership.
B. PURPOSE.
The purpose of these resolutions is to establish the signing power of certain employees of the
Company, both in the Company's own capacity and as managing partner or managing member of the
Partnership. Copies of these resolutions may be delivered to title companies and other parties who
require evidence of the signing power of an employee. No employee of the Company may subdelegate
his or her signing power except as expressly provided in these resolutions by use of the words: "Other
title(s) or person(s) designated in writing by ...".
C. RESOLUTIONS.
RESOLVED, that the following officers, managers, or employees of the Company shall .have the
General Signing Power or the Division Specific Signing Power, as indicated in the charts below:

Development of Real Property
1. General Development. Applications, tentative and final subdivision plats and maps,
development agreements, !and development agreements, amenity contractor agreements
and all other documents that are relevant or incident to the development of real property
in which the Company or the Partnership has any interest, other than documents
contemplated in part VI below:
General Signing Power
Division Specific
Signing Power
Chairman of the Board
Area President
Chief Executive Officer
Area VP Finance
President
Area VP Land
Executive Vice PresidentIDevelopm
Division President ��
Senior Vice President
Division VP/Director Finance���
Vice President
Division VP/Director of Land
ent/Ac uisition
House Construction Agreements. Contractor agreements, construction agreements,
contracts, purchase .orders, pricing schedules, scopes of work and all other documents
that are relevant or incident to the construction of residential homes and amenities thereto
in which the Company or the Partnership has any interest, other than documents
contemplated in the -paragraph immediately above this one-.
General Signing Power
Division Specific
_
Signing Power
Chairman of the Board
Area President
Chief Executive Officer
Area VP Finance
President
Area VP Construction Operations
Executive Vice President
Area Purchasing Director
Senior Vice President
s
Division President
Vice President
_
Division VP/Director Finance
sion VP/Director of
Construction Operations
Division Purchasing
z
Director/Mana er _____
Page 2 of 7

Storm Water Management
II. 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 and erosion control in the development of real property and/or construction
of homes in which the Company or the Partnership has any interest.
General Signing Power
Division Specific
Si nin Power
Chairman of the Board
Area President
Chief Executive Officer
Area VP Finance
President
Area VP Land ,
Executive Vice President
Division President T
Senior Vice President
Division VP/Director Finance
Vice President
Division VP/Director of Land
Development/Acquisition _
Division Storm Water Compliance
Representative
Sale and Closing of Residential Homes or Lots
111. Contracts for the sale of residential homes or lots to consumers (not to another business),
GSigning Power
Division Specific
Signing Power
Chairman of the Board
Area .President
Chief Executive Officer
Area VP Finance
President
Division President
Executive Vice President
Division VP/Director Finance
Senior Vice President
Division Controller
Vice President
Division VP of Sales
-y�y ��`° •, - _ -AGenera]
Sales Manager
�j"u
Closing/Homehuyer Coordinator
s
Any of the following employees of
either Pulte Mortgage LLC or CTX
Mortgage Company, LLC: Vice
President, Branch Manager and
Assistant Secretary
Page 3 of 7

Any of the following employees of
-
�: either Sun City Title Agency, Inc.
or PHC Title Corporation: Vice
President, Escrow Manager, Escrow
Supervisor, Director -Closing
;�• Services, and Title Officer
Other title(s) or person(s)
designated in writing by either the
Area President or Area VP Finance
IV. Deeds of conveyance and all other documents that are relevant or incident to the sale and
closing of residential homes or lots to consumers (not to another business), including any
mortgage -related documents, such as buydown agreements or other relevant documents.
General Signing Power
Division Specific
Signing Power
Chairman of the Board
Area President
Chief Executive Officer
Area VP Finance
President
Division President
Executive Vice President
Division VP/Director Finance
Senior Vice President
Division Controller
Vice President
Division VP of Sales
General Sales Manager
-�
Closing/Homebuyer Coordinator
3�
Any of the following employees of
either Pulte Mortgage LLG or CTX
m
Mortgage Company, LLC: Vice
President and Branch Manager
Any of the following employees of
either Sun City Title Agency, Inc.
or PHC Title Corporation: Vice
t,
�'.
President, Escrow Manager, Escrow
a.
Supervisor, Director -Closing
h> �.
Services, and Title Officer
•j' _
Other title(s) or persons)
'
designated in writing by either the
Area President or Area VP Finance
Page 4 of 7

Closing of the Purchase and Sale of Real Property
V. Contracts, deeds and all other closing documents or the purchase or sale of real property
(other than the sale and closing of residential homes or lots to consumers).
General Signing Power
Division Specific
&n!!ng Power
Chairman of the Board
Area President
Chief Executive Officer
Area VP Finance
President
Area VP Land
Executive Vice .President
Division President
Senior Vice President
Division VP/Director of Finance
and General Counsel
Other title(s) or
Division VP of Land
person(s) designated in
Development/Acquisition
writing by resolution(s)
of the Board of Directors
Real Property Financing and Land Banking Transactions
VI. Documents related to any of the following real property financings and land banking
transactions:
a, Traditional Financing. Loan agreements, security agreements, promissory notes, deeds of
trust and all other documents that are relevant or incident to the financing of the purchase
and/or development of real property.
b. Special Taxing District Financing. Loan agreements, security agreements, promissory
notes, deeds of trust and all other documents under which the Company or the
Partnership is a party that are relevant or incident to a Special "faxing District Financing
(defined below), other than documents contemplated in Guarantees and Environmental
Indemnities.
"Special Taxing District Financing" means a financing through the issuance of bonds by
a community development district, community facilities district, municipal utility district,
county or municipal improvement district, tax incremental district or other similar special
purpose unit of local government.
c. Guarantees and Environmental Indemnities. Guarantees of payment or performance of
the obligations of another entity (whether in the form of a payment guaranty, indemnity
or other document), maintenance or remargining guarantees and environmental
indemnities in connection with development financing.
Page 5 of 7

d. Land Banking Transactions. Assignments of contracts to purchase real property, options
to purchase real property, development agreements and other documents evidencing
arrangements with an intermediary, such as a land banker, to purchase or develop real
property.
General Signing Power Division Specific
Signing Power
Chief Financial WE ofM.
Ki
the publicly traded ultimate = '
Treasurer of the publicly
traded ultimate parent R 4 _ x r=`SO
:"
Licenses
VIT. Documents necessary to obtain licenses and department of real estate public reports or
similar documents in California and other states (such as, without limitation, Arizona. and
Nevada).
General Signing Power
Division Sl)eciflic
SigningSlgning Power
Chairman of the Board
Area President
Chief Executive Officer
Area VP Finance
President
Area VP Land
Executive Vice President
Division President
Senior Vice President
Division VP/Director of Finance
Vice President
Division VP/Director Sales
Division VP of Construction
Operations
Area VP/Division VP/Director Land
Acquisition/Development
Page 6 of 7

CC&Rs
VIII.. Restrictive covenants, conditions, restrictions, easements and other similar rights or
restrictions, commonly ;mown as CC&nl%.s, affecting real propetty or improvements on
real property, and documents relating to CC&Rs, such as the organizational documents
for the related homeowners' or property owners' association.
General Signing Power
Division Specific
SigningSlgWng Power
Chairman of the Board
Area President
Chief Executive Officer
Area VP Finance
President
Area VP Land
Executive Vice President
Division President
Senior Vice President
Division VP/Director
Finance
Vice President
lAcquisition/Development
Division VP/Director Land
RESOLVED FURTHER, that all lawful acts specifically described in the immediately preceding
resolution, undertaken prior to the adoption of these resolutions, in the Company's own capacity or as
managing partner or managing member of the Partnership, are hereby ratified, confirmed and adopted by
the Company.
RESOLVED FURTHER, that any Signing Power Resolutions or Powers of Attorney and Grants
of Agency previously issued or adopted by the Company are hereby terminated, revoked and superseded
in their entirety by these resolutions.
Effective as of September 10, 2009.
Page 7 of 7

Permit: SW8050513
County: Brunswick
Region: Wilmington
Contact Person:
Compliance Inspection Report
Effective: 06/01/05 Expiration: 06/01/15 Owner: Centex Real Estate Corporation, Myrtle Beach
Project: Beacon Townes at Carolina Shores
US Hwy 17
Title:
Carolina Shores NC 28467
Phone:
Directions to Project:
The project site is located +/- 650' northeast from the intersection of Ocean Hwy (US 17) and Thomasboro Road (SR 1168) in Carolina
Shores
Type of Project: State Stormwater - HD - Detention Pond
Drain Areas: 1 - (Persimmon Swamp) (03-07-57 ) ( C;Sw)
2 - (Persimmon Swamp) (03-07-57 ) ( C;Sw)
On -Site Representative(s):
Related Permits:
Inspection Date: 02122/2010 Entry Time: 10:00 AM Exit Time: 10:30 AM
Primary Inspector: Angela K Hammers Phone: [phone]
Secondary Inspector(s):
Ext.7317
Reason for Inspection: Complaint
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant ■ Not Compliant
Question Areas:
0 State Stormwater
(See attachment summary)
Inspection Type: Stormwater
Page: 1

Permit: SW8050513 Owner - Project: Centex Real Estate Corporation, Myrtle Beach
Inspection Date: 02/22/2010 Inspection Type: Stormwater Reason for Visit: Complaint
Inspection Summary:
The following deficiencies were noted during the inspection:
1. Pipe behind 31 Putnam Drive has collapsed and created a iarge sinkhole.
2. The section behind Putnam Drive has been piped. The approved plan shows a 3:1 open ditch to the forebay of the
detention pond.
3. 74 houses were counted in the neighborhood
To bring this system into compliance, the following must be completed:
1. Rectify the piped section verses the open ditch shown on the approved plan
2. Verify the number of houses within the neighborhood. This inspection showed 74, the approved permit lists 50 with
future area.
File Review
Yes No
NA
NE
Is the permit active?
■ ❑
❑
❑
Signed copy of the Engineer's certification is in the file?
■ Q
❑
❑
Signed copy of the Operation & Maintenance Agreement is in the file?
®❑
❑
❑
Copy of the recorded deed restrictions is in the file?
■ ❑
❑
❑
Comment:
Built Upon Area
Yes
No
NA
NE
Is the site BUA constructed as per the permit and approval plans?
Q
❑
❑
❑
Is the drainage area as per the permit and approved plans?
❑
❑
❑
❑
Is the BUA (as permitted) graded such that the runoff drains to the system?
❑
❑
❑
❑
Comment: counted 74 houses.
SW Measures
Yes
No
NA
NE
Are the SW measures constructed as per the approved plans?
❑
■
❑
❑
Are the inlets located per the approved plans?
■
❑
❑
❑
Are the outlet structures located per the approved plans?
❑
❑
❑
■
Comment: The conveyance behind the homes on Putnam Drive has been piped.
Other WQ Issues
Yes
No
NA
NE
Is the site compliant with other water quality issues as noted during the inspection?
❑
■
❑
❑
Comment: The section of pipe behind 31 Putnam Drive has collapsed and a large
deep sinkhole was observed.
Page: 2

Cox, David
From: Craig Hobart [Craig. [e-mail]]
Sent: Thursday, May 10, 2012 11:08 AM
To: Cox, David
Subject: RE: inspection at beacon townes community in Carolina shores
God love them. I love people that want to help.
*PulteGroul-
Craig
Hobart
Land Development Project Manager: Myrtle Beach Market: Coastal Carolinas Division
4876 Barefoot Resort Bridge Rd.
North Myrtle Beach, SC 29582
Direct [phone] :: fax [phone]
craig.hobart0l2ultegroup.com
pultegroup.com
From: Cox, David fmailto:david.w.cox(dncdenr.govl
Sent: Thursday, May 10, 2012 10:12 AM
To: Craig Hobart
Subject: FW: inspection at beacon townes community in Carolina shores
From: K. Franchi [mailto:[e-mail]
Sent: Thursday, May 10, 2012 7:21 AM
To: Cox, David
Subject., inspection at beacon townes community in Carolina shores
Dear Mr. Cox,
I am a resident at Beacon Townes here in Carolina Shores. My townhouse
was currently the subject of a stormwater issue. I have your email from a
series of emails that took place between the resident who initially
contacted your agency and Centex/Pulte homebuilders.
Our unit sits the closest to the ditch/canal and the space between the
edge of the canal and our unit is becomming smaller and smaller.
We have asked Centex/Pulte as well as Omni Management for the results of
the NCDENR inspection. They continue to tell us that it is pending.
Could you tell us if that is indeed the case or is your report complete?
If it is complete, could we request a copy from your agency?
My concern is this: If we have to worry about erosion from each
rainstorm, was our unit built too close to the edge of the canal? Should
1

North Carolina Department of Environment and
A'A Natural Resources
NCDENR Request for Express Permit Review
For DENR Use ONLY
Reviewer: CS
Submit —
Time: �s
Confirm
FILL- iv all the information below and CHECK the Rennigs) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Include this form in the application package.
• Asheville Region Alison Davidson 828 296-4698;alison.davidson@ncmall net ;
• Fayetteville or Raleigh Region -David Lee 919-7914203, davidleeRncmailnet
• Mooresville & -Patrick Grogan 704-663-3772 or patrickaroaanRncmail net
Washington Region -Lyn Hardison 252-946-9215 or [e-mail]
Wilmington Region -Janet Russell 910-350 2004 or [e-mail]
NOTE., Project application received after 12 noon will be stamped in the following work day.
Project Name: BEACON TOWNES AT CAROLINA SHORES County: BRUNSWICK
Applicant: CRAIG HOBART Company: PULTE GROUP
Address: 4876 BAREFOOT RESORT BRIDGE RD City: NORTH MYRTLE BEACH, State: SC Zip: 29582
Phone:[phone] Fax:[phone] Email: CRAIG. HOBART@ PULTEGROUP.COM
Project is Drains into PERSIMMON SWAMP (C) waters Project Located in LUMBER River Basin
Engineer/Consultant: RICHARD COLLIER Company: MCKIM & CREED P+ CEIVE
Address: 243 NORTH FRONT STREET City: WILMINGTON. State: NC Zip: 28401 2012
Phone: [phone] Fax::[phone] Email: [e-mail] MAY 2 4
(Check all that apply)
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
❑ Stream Origin Determination: # of stream calls - Please attach TOPO map marking the areas in questions
® State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
ElHigh Density -Bio-Retention _ # Treatment Systems ElHigh Densit -Constructive Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems ® MODIFICATION SW 805051 (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed.(CK # (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW
® Wetlands (401). Check all that apply
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ® No
Permit Received from US ACOE ® Yes ❑ No
Isolated wetland on Property ❑ Yes ® No
Buffer Impacts: ® No ❑ YES: acres)
Minor Variance : ® No ❑ YES
Major General Variance ® No ❑ YES
401 Application required: ❑Yes ® No If YES, ❑ Regular
Perennial, Blue line stream, etc on site ® yes ❑ No
For DENR use onlyFee Split for multiple permits: (Check # 1 Total Fee Amount S
SUBMITTAL DATES
Fee
- ---- - -- ----------
-
FSUBMITTAL DATES
Fee
CAMA
$
Variance Ma'; ❑ Min
$
SW Q HD, ❑ LD, ❑ Geri)
$
401:
$
LOS
$
Stream Deter,—
$

BEACON TOWNES AT CAROLINA SHORES
GENERAL INFORMATION
Project Name
Beacon Townes at Carolina Shores
Project Location
US HWY 17, Carolina Shores
Brunswick County, North Carolina
Project Owner
Pulte Group
McKim & Creed Project Number
1096-0033 (40)
PROJECT NARRATIVE
Originally, this project was permitted by Centex Real Estate Corporation. The
project has since been purchased by the Pulte Group, who is requesting the
stormwater permit modification, at this time.
Pulte Group has begun construction on a multi -family unit development on a 32.72 acre
tract in the Town of Carolina Shores, NC. Stormwater for this project was previously
permitted on June 1, 2005 (Permit No. SW8 050513). This project consists of construction
of 151 multi -family units along with roadway infrastructure. The impervious area
previously permitted for the project site was 9.46 acres.
The project site is within the drainage basin that drains to the Lumber River. Based on
information provided in the original permit, stormwater is currently being treated
through the use of two wet detention ponds (see attached Site Plan). The flow is directed
into each respective pond through a combination of swales, catch basin structures and
drainage pipe systems. The ponds were designed to handle the pre/post requirements
set by the Town of Carolina Shores and the Water Quality requirements by NCDENR-
DWQ.
Sediment and erosion control measures were implemented with the use of a
combination of sediment traps, diversion ditches and silt fence. Construction of the
project is 85-percent complete. As such, much of the erosion control devices have been
removed following final inspection and release by NCDENR - Division of Land Quality. .R
r
RECEIVED
MAY 2 4 2012
8 :

PERMIT CONDITIONS AND PROPOSED MODIFICATIONS
After consultation with NC DENR staff, a discussion of vreviously permitted conditions
in relation to the new conditions will be detailed in this narrative. Existing permit
conditions are as follows:
Existing Permit Conditions
The total drainage area for Beacon Townes is 27.1 acres. This consists of two separate
drainage areas that convey runoff to two detention ponds respectively. Drainage area
information is as follows:
Drainage Area 91
Drainage Area -17.8 acres
Proposed Impervious - 6.75 acres
% Impervious - 38%
Drainage Area #2
Drainage Area - 9.3 acres
Proposed Impervious - 2.71 acres
% Impervious - 29%
Please note that supplemental forms relating to Ponds #1 and #2 wiII not change based
upon the change in BUA. Previously permitted design criteria will remain the same;
therefore, new supplemental forms will not be submitted as part of this permit
modification.
A copy of Stormwater Permit No. SW8 050513 is herein attached as an exhibit to this
document.
Proposed Modifications
Based on the proposed modifications (as outlined above) a permit modification will
need to be obtained in relation to the new location of the pool and pool -house and in
reference to the installation of four (4) drainage pipes that will tie directly into the roof
leaders to convey 'h of rooftop runoff generated by units T6-19 to the canal.
The modifications will require that existing Drainage Areas be updated as follows:
Drainage Area #1
Drainage Area -17.8 acres
Proposed Impervious - 6.75 acres
% Impervious - 38%
�RECE7
MAY 2.

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MAY 2.4 ZU1Z
_ BY:

Russell, Janet
From: Emily McArthur [[e-mail]]
Sent: Thursday, May 24, 2012 4:44 PM
To: Russell, Janet
Cc: Richard Collier; Craig Hobart
Subject: Beacon Townes Express Permit Review
Attachments: VICINITY MAP.pdf; Request for Express Permitting.pdf; Express Narrative2.doc.pdf;
04079-0001 Site Plan.pdf
Janet,
Per our conversation, I am attaching with this email a copy of our "Request for Express" permitting form, a pdf of the
site plan, a copy of the vicinity map and a copy of our Project Narrative.
As mentioned previously, we would like to schedule this meeting for June 4th, so please let me know if that will work for
Chris.
We appreciate your help with this and please call me if you have any question.
Thanks,
Emily
Emily McArthur, El
M40\4&CREED
ENGINEERS SURVEYORS PLANNERS
243 North Front Street
Wilmington, NC 28401
910.251.6665 x295
910.251.8282 fax
htta://www.mckimcreed.com
As of March 11, 201Z ,McKim & Creed has acquired SURVCON, a 31-person AECOM survey operation based in Texas.
This acquisition leverages SURVCON's solid experience and longstanding client relationships with the innovative
Geomatics technologies and resources McKim & Creed offers. To read more about this acquisition, click here.
Follow us on:
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and intended solely for the use of the individual or entity to
whom they are addressed. If you have received this e-mail in
error please notify the system manager. Please note that any
views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the

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PAGE 173
13
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12
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MAP BK. 21, PAGE 391
INV 34.84 INV 4.54
EXIS NG
1/ REBAR EXISTING
2'02'16"E 1.37' 1" IRON ROD
F OM PROPERTY LINE
18"RCP
6 UNITS M H 26
T27 52
2 C 1 R P
38
INV 35.44 o
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INV 35.46
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28
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,CONTRAC OR TO FIELD LOCATE)
18
CAROLIN-A SHORES DEV,
SECTION 3—C REV,
MAP BOOK 15
PAGE 54
SHALLOTTE TOWNSHIP
BRUNSWICK COUNTY, NC
SITE PLAN
LEGEND
TP
TELEPHONE PEDESTAL
CID
CABLE PEDESTAL
SSMH
SANITARY SEWER MANHOLE
5.5
SPOT ELEVATION
DI
DROP INLET
OFS
OUTFALL STRUCTURE
CO
CLEAN -OUT
EB
ELECTRIC BOX
LP
LAMP POST
R/W
RIGHT OF WAY
eoter.
DATE:
NOVEMBER 2005
MCE PROJ.
#01096-0033
DRAWN
DESIGNED
EEM
CHECKED
PROJ. MGR.
RMC
STATUS:
Final Design
SCALE
HORIZONTAL:
1' =100'
VERTICAL.
NA
REVISION 1