SW8060608_Historical File_20060720

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 20, 2006
Mr. Brian D. Dilsheimer, Manager
Dilsheimer Communities of North Carolina, LLC, Manager
DCNC North Carolina I, LLC
2528 Independence Blvd., # 104
Wilmington, NC 28412
Subject: Stormwater Permit No. SW8 060608
The Villages at Turtle Creek
High Density Subdivision Project
Pender County
Dear Mr. Disheimer:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
The Villages at Turtle Creek on July 20, 2006. 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 060608, dated July 20, 2006, for the
construction of the project, The Villages at Turtle Creek.
This permit shall be effective from the date of issuance until July 20, 2016, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This request -must be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes., and filed with the Office of Administrative Hearings, P.A. Drawer 27447,
Raleigh, NO 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 Robert
Gordon, or me at [phone].
Si ely,
dwar eck
Regional Supervisor
Surface Water Protection Section
ENB/rdg. S:IWQSISTORMWATIPERMIT1060608.ju106
cc: Rob Walker, Cavanaugh & Associates
Warren Holt, Pender County Inspections
Robert Gordon
Wilmington Regional Office
Central Files
N,°�n�ehCarol� a
�/S/QtlFF'llfllf
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405 Fax [phone] Internet: www.ncAMMuality.org
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 060608
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Mr. Brian D. Dilsheimer & DCNC North Carolina 1, LLC
The Villages at Turtle Creek
NC 210 & Lodge Hall Rd, Sun` City - Pender County
FOR THE
construction, operation and maintenance of 4 infiltration basins and 1 bioretention area
in compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the.
"stormwater rules'l 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 July 20, 2016 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 &1.7 on pages 3 & 4 of this permit. The
subdivision is permitted for 45 lots; each allowed the amount of built -upon area
specified in attachment A. The stormwater systems have been designed to
handle the following amounts of impervious area: bioretention 1A = 13,151 ft2,
basin 1 B = 169,851 ft2, basin 1 C = 106,364 ft2, basin 1 D = 22,962 ft2, basin 1 E
29,081 ft2. Basin #1 must be operated with a 50' vegetated filter.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. The runoff from all built -upon area within each permitted drainage area of th is
project must be directed into the permitted stormwater control system.
5. 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.
Rage 2 of 10

State Stormwater Management Systems
Permit No. SW8 060608
6. The following design elements have been permitted for the infiltration basin
stormwater facilities, and must be provided in the system at all times.
Infutraflon Basin:j—
—FMratlon Basin
Drainage Area
413,5 1
235,144 i
Onsite
ft2
413,571
235,144
Offsite
1 0
0
Total Impervious Surfaces
169,851
106,364
Lot BUA
72,
Roads/Parking
ft2
80,822
36,349
Sidewalks
16,054
8,866
Other
0
4,711 (Pump Sta.)
Offsite
0
0
Basin Depth
feet
5.5
2.25
Design Storm
inches
1.5
3.0
Seasonal High Water Table
FMSL
19.0
10.0
Bottom Elevation
FMSL
_
21.0
12.0
Permitted Surface Area @Bottom
--ft—r
4,405
9,416
Permitted Storage Volume
ft
50,287
27,279
Storage/Bypass Elevation
FMSL 1
26.5
14.25
Expected Infiltration Rate
in/hr
3.96
2.99
Time to Draw Down
days
0.7
0.5
Type of Soil
Onsiow Sandy Loam
Receiving Stream
Becky's Creek
River Basin
Cape Fear
Stream Index Number
18-87-8
Classification of Water Body
"SA; HQW"
Lire
In 'I tlt�t Basin
F i atlon Basin
1-10
1-E
Drainage Area
81,505
146,836
Onsite
ft2
81,505
146,836
Offsite
0
0
Total Impervious Surfaces
22,962
29,081
Lot BUA
15,638
10,425
Roads/Parking
ft2
5,512
8,884
Sidewalks
1,812
1,372
Other
0
35,500 (future dev.)
Offsite
0
0
Basin Depth
feet
2.5
2.5
Design Storm
inches
4.5
4.5
Seasonal High Water Table
FMSL
19.0
23.0
Bottom Elevation
FMSL
21.0
25.0
Permitted Surface Area @Bottom
3,073
5,039
Permitted Storage Volume
ft
12,036
22;355
35
Storage/Bypass Elevation
. FMSL
23.5
2
Expected infiltration Rate
in/hr
4.82 ,
2.55
Time to Draw Down
hours
0.3 1
0.5
Type of Soil
Onslow Sandy Loam
Receiving Stream
Becky's Creek
River Basin
Cape Fear
Stream Index Number
18-87-8
Classification of Water Body
"SA;HQW"
Page 3 of 10

State Stormwater Management Systems
Permit No. SW8 060608
7. The following design criteria have been provided in the bioretention area and
must be maintained at design condition:
Bioretention Area
1-A
Drainage Area
Onsite
Offsite
ft2
30,828
30,828
0
Total Impervious Surfaces
Lot BUA
Roads/Parking
Sidewalks
Offsite
ft2
13,151
0
11,122
2,029
0
Max Ponding Depth
feet
0.70
Design Storm
inches
4.5
Bottom Elevation
FMSL
31.0
Permitted Surface Area @Bottom
ft2
7,195
Permitted Storage Volume
ft
_
5,942
Storage/Bypass Elevation
FMSL
31.7
In -Situ Soil Infiltration. Rate
in/hr
0.52
Time to Draw Down
days
0.7
Total Required Plants
Woody
Shrub
stems
163
48
115
Mulch Layer Depth
inches
6
In -Situ Soil Type
Onslow Sandy Loam
Receiving Stream
Becky's Creek
River Basin
Cape Fear
Stream Index Number
18-87-8
Classification of Water Body
"SA;HQW"
8. The planting soil media for bioretention area 1-A must be a loam, sandy loam or
loamy sand as described by the USDA soil textural triangle and as described on
the approved plans. The minimum infiltration rate of the planting soil must be
0.52 inches/hour. The planting soil media in the bioretention area must maintain
nutrient levels adequate for the growth of the plant species specified on the
approved. plans.
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire lot, including driveways and sidewalks, does not exceed the allowable
built -upon area. Once the lot transfer is complete, the built -upon area may not be
revised without approval from the Division of Water Quality, and responsibility for
meeting the built -upon area limit is transferred to the individual property owner.
3. 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.
Page 4 of 10

State Stormwater Management Systems
Permit No. SW8 060608
4. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately. 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. The bioretention area may not be used as a sediment and erosion control
device once the planting soil has been placed,
5. 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.
6. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
7. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
8. The Director may determine that other revisions to the project should require a
modification to the permit.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
10. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
11. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
Paqe 5 of 10

State Stormwater Management Systems
Permit No. SW8 060608
12. 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.
13. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
14. Prior transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
15. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 060608, as issued
by the Division of Water Quality under NCAC 2N.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the. State of North Carolina, Division
of Water Quality.
0. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is ** square feet. This allotted
amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
** - Applicant shall fill in and record the max impervious areas listed on
attachment A.
16. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
17. 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.
18. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
Paae 6 of 10

State Stormwater Management Systems
Permit No. SW8 060608
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Forma" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved.
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. The
project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) that have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions. the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Permittissueadh' the 20th day of July, 2006.
CAROLINA EN IRONMENTAL MANAGEMENT COMMISSION
W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page7of10

State Stormwater Management Systems
Permit No. SW8 060608
The Villages at Turtle Creek
Stormwater Permit No. SW8 060608
Pender County
Designer's Certification
Page 1 of 2
1, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Paae 8 of 10

State Stormwater Management Systems
Permit No. SW8 060608
Certification Requirements: Page 2 of 2
1 _ The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
.9. !Vegetated slopes are no steeoer than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Warren Holt, Pender County Building Inspections
PaaP 9 of 10

State Stormwater Management Systems
Permit No. SW8 060608
Attachment A
(max BUA = maximum built -upon area, in square feet)
Lot #
Max BUA
Lot ##
Max BUA
Lot #f
Max BUA
1
1
3,250
16
3;455-4
31
3,250
2
3,250
17
3,455
32
3,250
3
3,250
1 18
3,455
33
3,850
4
3,250
19
3,450
_ 34
3,850
5
3,600
20
3,850
35
3,850
6
3,600
21
3,850
36
3,250
7
3,250
22
3,850
37
3,250
8
3,250
23
3,250
38
3,250
9
3,250
24
3,250
39
3,250
10
3,250
25
3,250
40
3,450
11
3,250
26
3,250
41
3,450
12
3,250
27
3,850
42
3,250
13
3,250
28
3,850
43
3,850
14
3,455 1
29
3,850
44
3,850
15
3,455
30
3,850
45
3,850
Page 10 of in

State Stormwater Permit #
BIORETENTION SYSTEM OPERATION AND MAINTENANCE PLAN
Project Name The Villages at Turtle Creek Applies to Basin # 1A
The permittee shall be responsible for the following maintenance procedures regarding the
permitted bio-retention system.
The plant material will be watered every day for fourteen consecutive days, and after planting
has been completed.
AS NEEDED:
1. Treat all diseased trees, shrubs and vegetation.
2. Replace deficient, defective or rotted support stakes.
MONTHLY:
1. Inspect and repair any eroded areas.
2. Remulch any void areas.
TWICE A YEAR:
1. Remove and replace dead and/or untreatable diseased vegetation.
2. Replace support stakes as needed in the spring.
YEARLY
Apply a new layer of mulch in the spring. Remove the previous mulch layer before
applying a new layer.
I acknowledge and agree by my signature below that I am responsible for the performance of
the maintenance procedures listed above. I agree to notify DWQ of any problems with the
system and prior to making any changes to the system or to the responsible pa
Print name Title w er
Address 2528 Inde endence Blvd. #104, Wilmington, NC 2841
Phone: [phone]
Fax: OLQ 7qD
Signature Date Juno i, Zoo.-
Note: For subdivision, the legally responsible party should not be a homeowners association or property
owner's association unless more than 50% of the lots have been sold and a resident of the subdivision has
been named the president.
I, j IIFWM (es M AOCCIAby , a Notary Public for the State of
' cr--JN L V*4pxr a , County Of �A17-6-ooieeq do hereby
certify that � V-C'5/{&-rAW (--X- De ovally appeared before me
this the `744 day of TUNE—E YO 6 , and acknowledge the due
execuVATp of the foregoing ' trument. Witness my hand and cifficial seal;
SEAL
UCOMMONWIMUH of PENNSYI.V
My commission expires Nftr 8ej _
SVL �Lower mebn c 'p=yW Om *nnE*hm1,'oe Member, Pennsiovanw Assoc jww of f+loie�les

OFFICE USE ONLY
D. •..
M ROOM ��Zlffx
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
DCNC North Carolina I, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
:'�x'►u�. 17.�.1s1ne.�.cr� A+lcuK,c�.ec
3. Mailing Address for person listed in item 2 above:
2528 Independence Blvd #104
City: Wilmington State: NC
Telephone Number: ( 910 790 - 9880
Zip: 28412
4. Project Name (subdivision, facility, or establishment game - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
The Villages at Turtle Creek
5. Location of Project (street address):
NC 210 and Lodge Hall Road
City: Surf City County: Pender
6. Directions to project (from nearest major intersection):
From the intersection of US 17 and NC 210, travel east on NC 210 two (2) miles. Turn
left after Lodge Hall Road.
7. Latitude: 34' 27' 0.45" N Longitude: 77 32' 55.24" W
8. Contact person who can answer questions about the project:
Name: Tom Miner _ Telephone Number:
II. PERMIT INFORMATION:
1. Specify whether project is (check one): x New Renewal
of project
610 ) 617-9700
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 Sedimentation/Erosion Control x 404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater runnoff from the impervious and non impervious areas will sheet flow to a valley
curb for eventual discharge to four (4) proposed infiltration ponds and one (1) bio-retention
pond by way of swales, curb inlets and a piped stormwater conveyance system.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 26.3 acres 4. Project Built Upon Area: 37.6% %
5. How many drainage areas does the project have? 5
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1 (I A)
Drainage Area 2 (113 )
Receiving Stream Name
Becky's Creek
Becky's Creek
Receiving Stream Class
SA
SA
Drainage Area
30,828 Sq. Ft.
413,571 Sq. Ft.
Existing Impervious* Area
0 Sq. Ft .
0 Sq. Ft.
Proposed Impervious*Area
13,151 Sq. Ft.
169,B51 Sq. Ft.
% Impervious* Area (total)
42 . 7%
41.1%-
Impervious* Surface Area
Drainage Area 1 (1A),
Drainage Area 2 (113)
On -site Buildings
0 Sq. Ft.
72,975 Sq. Ft.
On -site Streets
11,122 Sq. Ft.
80,822 Sq. Ft.
On -site Parking
o Sq. Ft.
o Sq. Ft.
On -site Sidewalks
2,029 Sq. Ft.
16,054 Sq. Ft.
Other on -site
0 Sq. Ft.
0 Sq . Ft.
Off -site
0 Sq. Ft.
o Sq. Ft.
I Total. 13,151 Sq. Ft.
IOW: 169,851 Sq. Ft.
" 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

Additional Drainage Areas
Basin tnfdrritt©n ..
Drainage. Areas (10).
ChvinAim 4 1D9
Desna a Area 5 1 E ,
Receiving Stream Name
Becky's Creek
Becky's Creek
Becky's Creek
Receiving Stream Class
SA
SA
SA
Drainage Area
235,144 Sq. Ft.
81,505 Sq. Ft.
146,836 Sq. Ft.
Existing Impervious Area
0 Sq. Ft.
0 S . Ft.
0 Sq. Ft.
Proposed I pervious Area
106,364 Sq. Ft.
.
22,962 S Ft.
29,081 Sq.Ft.
% Impervious Area
43.2%
28.2%
19.8%
Impervious Surface Area .'
Drainage Area 3 (1 C)
Drainage Area 4 (ID)
. Draina a Arrea 5 1
On -site Buildings
56,438 Sq. Ft.
15,638 Sq. Ft.
10,425 Sq.Ft.
On -site Streets
36,349 Sq. Ft.
5,512 Sq. Ft.
8,884 Sq.Ft.
On -site Parking
0 Sq.Ft.
0 Sq. Ft.
0 Sq. Ft.
On -site Sidewalks
8,866 Sq.Ft.
1,812 Sq. Ft.
1,372 Sq.Ft.
Other on -site
Pump Station/Driveway
4,711 Sq.Ft.
0 Sq.Ft.
Future Development
35,500 Sq.Ft.
Off -site
0 Sq. Ft.
0 Sq.Ft.
0 Sq. Ft.

7. How was the off -site impervious area listed above derived? Computer Generated
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
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.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $&K(payable to NCDENR ooaoa y1-
• Detailed narrative description of stormwater treatment/management -1 T
• Two copies of plans and specifications, including: !9- 7'
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Cavanaugh & Associates, P.A.
Mailing Address: 130 North Front street, suite 202
City: Wilmington
Phone: ( 910 1 392-4462
VIII. APPLICANT'S CERTIFICATION
State: NC
Zip: 28401
Fax: ( 910 392-4612
I, (print or type name of person listed in General Information, item 2) 13166w% V, 6lrw r 17C iJG 1 d o110AI
certify that the information included on this permit application form is, to the best of my knowledge, correct and (,Le_)
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .100D. a
Signature: Date: v un i, 2W—
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. J 0 f 0 6 0 6 0 '
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DM Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : The Villages at Turtle Creek
Contact Person: DCNC North Carolina 1, LLC Phone Number: ( 910 ) 790- 9880
This worksheet applies to: Basin No.
Phase ]. - B
(as identified on plans)
in Drainage Area 2 (1B)
prom roan a wu-i u!)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (finsl).
Soils Report Summary
Soil Type Onslow Sandy Loam
Unfiltration Rate 3.96 in/hr in/hr or cf/hr/sf (circle appropriate units)
SHWT Elevation 19 finsl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm
1.5
inch (1. S inch event for SA waters, I inch event for others)
Design Volume
21,693
c.f.
Drawdown Time
0.7
days
Basin Dimensions
Basin Size
Varies
ft. X Varies ft. = 4,405 sq. ft. (bottom dimensions)
Basin Volume Provided
50,287
c.f.
Basin Elevations
Bottom Elevation
21.00
finsl
Storage Elevation
26.50
finsl
Top Elevation
27.5
finsl
Form SWU-103 Rev 3.99
Page 1 of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
b. System is located at least 100 feet from water supply wells.
Orr c. Bottom of system is at least 2 feet above the seasonal high water table.
c_ 1 _ d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
4 T e. System is not sited on or in fill material or DWQ approval has been obtained.
IL? f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
Al 1A g. Drainage area for the device is less than 5 acres.
4,-,r h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
i-r
System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
�T 1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
12 in. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
5 n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
�!T p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
'f%t�iG �or`�k CKoI�_1 , Lt_c.. ,�:�►�SLIc�w�er COrnrpuv�.��c'� a+ Noft�. �o��+� ,I.LG ,
Print Name and Title: t 0.nawu ,T
Address: 2528 Independence Blvd #104 , Wilmington, NC 28412
Phone:
Signature:
Date: J&'nC_ 7.zoocr
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president. �/��.�
I, t&jo( # 0r , a Notary Public for the State of 4AI41Sy�(0/�i,�er0 unty of
T , do here y certify that �tLrl�it/ �y'G9'f L12 personally appeared before me this Pm
day of IT/^) 206�, and acknowiedg ' e due execution of in infiltration basin maintenance requirements.
Witness my hand and official seal,
f Ck
SEAL
Ttq = M. MC0J*. Notary Pudic
LGWMWMTWP-.MMWMY Y
kVo m 6 im EowSepL 1.2MB
Member, PW
Form SWU-103 Rev :3.99 Page 3 of 3

Permit No.1 tS tiro C�foO�
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
1. PROJECT INFORMATION
Project Name : The Villages at Turtle Creek
Contact Person: DCNC North Carolina 2, LLC Phone Number: ( 910 ) 790- 9880
This worksheet applies to: Basin No.
Phase 1 - C
(as identified on plans)
in Drainage Area 3 (1. C )
(from Form SWU-101)
H. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (finsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Onslow Sandy Loam
2.99 in/hr in/hr or Of/hr/sf (circle appropriate :snits)
10 fmsl (Seasonal High Water Table elevation)
3.0 inch (1.5 inch event for SA waters, I inch event for others)
25,811
c.f.
0.5 days
Varies Varies 9416
ft. x ft. = sq. ft. (bottom dimensions)
27, 279 C.f.
12.00 fmsl
14.25 fmsl
15.25 fmsl
Form SW-103 Rev 3.99 Page 1 of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
4_r a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
:a— b. System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal high water table.
a. - - d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
4-1— e. System is not sited on or in fill material or DWQ approval has been obtained.
4—'T f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
g. Drainage area for the device is less than 5 acres.
�T h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
rim i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
'� j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
�-f k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
z, in. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
9 T n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
�zr p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
J 1 r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads /. 7 0 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party. �, 1, L.L�
DLoar- I�0rk-1. CwroIkozq-1: L.LL ��: ��ls�c�w.e� �;ow►ww+ti� �� o
Print Name and Title: ►6 ao nc.. r ast -. -betaV1 �lkstiteaw er
Address: 2528 Independence Blvd #104 , Wilmington, NC 28412
Phone:
�1
Date: J anej. Z= Gs
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, 7kag Ac&A4 c , a Notary Public for the State of AN"Lww'If, County of
Alwr&ymogY do hereby certify that personally appeared before me this
day of �'f G�P�� , and acknowledgg)'e due execution of t4forgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
SEAL My c OF PENNSYLV
WNW Seal
Tt M. McWdy. NOWY M*
UNMr M9*0 ham•. �
My CWVdSSW E*m S� 1. �
Form SWU-103 Rev 3.99 Pa ter. RG"9 i' Noa^ASSnaletloe Of NOW**

Permit No. 'so I e0l, ey d 9
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name : The Villages at Turtle Creek
Contact Person: DCNC North Carolina r, LLC Phone Number: ( 910 790- 9880
This worksheet applies to: Basin No.
Phase 1 - D
(as identified on plans)
in Drainagc Area 4 (1D )
(from Form SWU-101)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (finsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
Onslow Sandy Loam
4.82 in/hr in/hr or cf/hr/sf (circle appropriate units)
19 fiinsl (Seasonal High Water Table elevation)
4.5 inch (1.5 inch event for SA waters, I inch event for others)
9,278
c.f.
0.3 days
Varies ft. x
12,036
c.f.
21.00 fin51
23.50 fMSl
24.50 finsl
Varies 3,073
ft. = sq. ft. (bottom dimensions)
Form SWU-103 Rev 3.99 Page 1 of 3

III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been. met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
z. a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
�-�— b. System is located at least 100 feet from water supply wells.
z.- c. Bottom of system is at least 2 feet above the seasonal high water table.
�-r d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
e. System is not sited on or in fill material or DWQ approval has been obtained.
�-j— f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
' 4 g. Drainage area for the device is less than 5 acres.
h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
ri i i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
It IT j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
Zr� k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
-5-g-
m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
L7F n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
fz—i p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
g Z q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
�T s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads 1. 9 7 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
'PGNG �1 � Ir .T, LtG . �rIShu ar Corury v�A��1e�, o� o��r ,LLG
Print Name and Title: A4
Address: 25Z6 -BIW., epu.le lob , i,��,.nc r< ,i�jG Z54IZ
Phone:
Date: -J v hs 7 . Zoo
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.In
/
I, Aom n 0�` ��U'� , a Notary Public for the State of t g6LA s (I Lr/�N/ ;,4 County of
60#K do hereby certify that 134*0 bXZ-SHC-VW &1-2— personally appeared before me this 77'27
day of �"Jsu 6 , 3006 , and acknowle a duc execution
�orgoing infiltration basin maintenance requirements.
Witness my hand and official seal,
SEAL My c EALTH OF PENNSYLV
10-1
ThOWMM M mcCudY, Notary Pdit
Umar melt im.' M OC(tr�!►
my Cotes Expm Sept.1 200E
Member, Permsvivaa­ Asr�oda(lon Qt Notaries
Form SWU-103 Rev 3.99 Page 3 of 3

Permit No. Yao mo 6 oy
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DM Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name: The Villages at Turtle Creek
Contact Person: DCNC North Carolina I, LLC Phone Number: ( 910 ) 790- 9880
This worksheet applies to: Basin No.
Phase 1 - E
(as identified -plans)
in Drainage Area 5 ( lE )
(from porn SWU--101)
H. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable source
of soils information. All elevations shall be in feet mean sea level (finsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Onslow Sandy Loam
2.55 in/hr in/hr or cf/hr/sf (circle appropriate units)
23 fmsl (Seasonal High Water Table elevation)
4.5 inch (1.5 inch event for S4 waters, I Inch event for others)
22,222
c.f.
0.5 days
Basin Size
Varies ft. x
Basin Volume Provided
22,355 c.f.
Basin Elevations
Bottom Elevation
25.00 finsl
Storage Elevation
27.50 finsl
Top Elevation
28.50 finsl
Varies 5,039
ft. = sq. ft. (bottom dimensions)
Form SWU-103 Rev 3.99 Page 1 of 3

Ill. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
-r a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
i-r b. System is located at least 100 feet from water supply wells.
1---7- c. Bottom of system is at least 2 feet above the seasonal high water table.
,�_7 - - d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
i.T e. System is not sited on or in fill material or DWQ approval has been obtained.
S T f. System is located in a recorded drainage easement for the purposes of operation and
maintenance and has recorded access easements to the nearest public right-of-way.
�& g. Drainage area for the device is less than 5 acres.
lz- - h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
attached.
T i. System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
j. System is sized to take into account the runoff at the ultimate built -out potential from all
surfaces draining to the system, including any off -site drainage. Calculations attached.
: k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
1-1— 1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
g_T� m. Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided.
T n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
�T o.
C-r- P.
f-T q.
Flow distribution mechanism within the basin is provided.
A benchmark is provided to determine the sediment accumulation in the pretreatment device.
Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
ram_^ r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all
pertinent draw -down calculations are attached.
4-T s. Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the project is complete and the entire drainage area is
stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

I
IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1. After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration. Remove any blockage and repair the structure to approved design
specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when depth
in the pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the
original design depth without over -excavating. Over -excavating may cause the required water table
separation to be reduced and may compromise the ability of the system to perform as designed. Removed
sediment shall be disposed of in an appropriate manner and shall not be handled in a manner that will
adversely impact water quality (i.e. stockpiling near a stormwater treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken. The measuring device used to
determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
When the design depth reads I $ 7 feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications. If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title: As gancmes',ty: 136&-17. < iks6r,"s.r, "Av Cir
Address: 2528 Independence Blvd #104 , Wilmington NC 28412
Date: June 7, ZooG
Signature:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, 7 1om *s A AQ�� ( , a Notary Public for the State of 1�)F,VNSYL✓,4N//,County of
mowr6OIrT1�Lca , do hereby certify that j9AItft /* Lr(-S4Er—Af 8 r& personally appeared before me this %M
day of `TOU9 , e_;�00, and acknovdedgZtheexc cution of the for ' infiltration basin maintenance requirements.
Witness my hand and official seal, )//07 e
SEAT
Thomas M. McCuid!►. Notary F� Maw Tvdp., M ��
MY Comm E0W gspt. 1, U8
Form SWU-103 Rev 3.99 Page 3 of 3nsylvania Associatlonf�fldotar

CAVANAUGH
Solutions through integrity and partnership
July 19, 2006
Robert D. Gordon
Environmental Engineer II
North Carolina Department of Environment and Natural Resources
Department of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Re: Stormwater Project No. SW8 060608
Dear: Mr. Gordon:
Cavanaugh & Associates, P.A. received a RFI via email from the DENR-DWQ
Wilmington Regional Office pertaining to the Villages at Turtle Creek Phase 1
Application and dated July 18, 2006. Cavanaugh has reviewed the RFI and addressed
each item. DWQ's comments are repeated in bold, and the responses and corrections
are italicized.
1. Please provide 2 copies of the cover sheet for the project. I only have 1
(you kept one at our mtg). It has the vicinity map and other components on
it.
Two copies of the cover sheet have been provided with the enclosed
submission.
2. Please add the SHWT to all basin x-sections.
SWHTE have been added to all basin x-sections. Please see sheet C.5.6.
3. Is the center of the traffic circles grass/pervious? If so, please dimension
the islands as well (or adjust the provided dimension to reflect just the
roadway only).
The center of the traffic circles are grass/pervious. Dimensions have
been added to the traffic circles and traffic islands. Please see sheets
C.5.2, C.5.3, & C.5.4.
4. The top/berm elevations of basins 1 A & 1 C appear different on the
supplement than on the drawings.
The top/berm elevations of basins 1A & 1C have been corrected on the
supplement forms and can be found within the enclosed submission.

The Villages at Turtle Creek
041.05.043
July 19, 2006
Page 2 of 2
5. The design & basin volumes for basin 1C are different on the drawings than
they are on the calcs/supplement.
The design & basin volumes for basin 1 C have been corrected on the
drawings and are included within the enclosed submission. Please see
sheet C.5.3.
S. For basin 1 C, the e-spillway elevation is lower than the storage/bypass
elevation.
The storage/bypass and e-spillway elevations for basin 1 C have been
modified. Please see sheet C.5.3 & C.5.8.
Please note that the revision 1 notes have been left on the plan set at this time. These
revisions are distinguished by a triangle with the number one inside, A. Revision 2,
which addresses the above mentioned comments, is reflected on the revised plan set
enclosed with this submission, and can be distinguished by a triangle with the number
two inside, A -
Please do not hesitate to contact me if you have any further questions or concerns.
Thank you for your time and consideration in this matter.
Sincerely,
Rob Walker, E.I.
Cavanaugh & Associates
130 North Front Street, Suite 202
Wilmington, NC 28401

Villages at Turtle Creek
Subject: Villages at Turtle Creek
From: Robert Gordon <[e-mail]>
Date: Tue, 18 Jul 2006 14:42:05 -0400
To: Rob Walker <[e-mail]>, Eric Tomczak
<[e-mail]>
CC: Cameron Weaver <[e-mail]>
Rob/Eric:
Just a few additional items that I need before the SW permit for the Villages at
Turtle Creek can be issued:
* Please provide 2 copies10 the cover sheet for the project. I
only have 1 (you kept o cop at our mtg). It has the vicinity
map and other required Y=sin
is on it.
* Please add the SHWT to x-sections.
* Is the center of the trrcles grass/pervious? If so,
please dimension the is well (or adjust the provided
dimension to reflect just tjxe roadway only).
* The top/berm elevation o basins lA & 1C appear different on the
supplement than on the awings.
* the design & basin volumes for basin 1C are different on the
drawings than they are on the calcs/supplement.
* For basin 1C, the e-spillway elevation is lower than the
storage/bypass elevation.
Since there are just a few items, I was not planning to send any further
correspondence. Please call if you have questions. My last day with DENR is
Thursday. I am not sure who will be taking over this project, so please send the
add -info to the attn of Cameron. Enjoyed working with you guys, maybe I will see
you around downtown!
Rob
796-7303
1 of 1 7/20/2006 10:52 AM

� lz*ARM
2 o..c r le r NCDENR
North Carolina Department of Environment and Natural Resources
(} _ „`.� ! �T. 127 Cardinal Drive, Wilmington NC 28405 [phone] FAX (910) 350-°
Request for Express Permit Revief `7LJ&d p606a�*�J>
(Ir 7I, v.
FILL-IN all information below and CHECK required Permit(s). h I R b 6 )
FAX or email to Cameron. Weaver(@ncmail.net along with a narrative and vicinity 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 finer
Company DC�Al�t� rat.` C uol:rla� 1 LLL
Address 14ol C; AW__ , Su.ZAe -hD City/State f?go-ko, Qn!.4J tWZip I41L)DC1 County
Phone [loion 07- glo3 Fax loll-4ei'2,3 Email ;
PROJECT Name (a ; k t es +- T l- Le e_ s e ;(
PROJECT SYSTEM(S) TRIBUTARY TO I c4=,,�-s Creel_(STREAM NAME) e RIVER BASIN
ENGINEER/CONSULTANT
Company
Address a tree4City/State i.uvlatan,11 � Zip 2Byr-o County , Hoover
— -7 (o 1 L CI I IC[II- 1 opa Lt7Q� K.2)' E.rCAi/O-f6�r�Lt4l.� V,.{y; f►5� G8 M
State or National Environmental Policy Act (SEPA, NEPA) - EA or EIS Required ❑ Yes Po
❑ STREAM ORIGIN Determination; # of stream calls; Stream Name
['STORMWATER ❑ Low Density ❑ High Rh
-Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
EXAND QUALITY ❑ Erosion and Sedimentation Control Plan
WETLANDS (401) Wetlands on Properkz�yes ❑
Check all that apply Wetlands Will Be Impacted ❑
Wetlands Delineation has been cc
USA COE Approval of Delineation
404 Application in process w/USA(
401 Application required ❑Yes
FL --
acres to be disturbed.
Isolated Wetlands on Property [;fes ❑ No
,f o- Wetland Impacts: 0 Acre(s)
sYes ❑ No ❑ Buffers Impacted: Acre(s)
.e<1 Yes 9'!vo
]'des ❑No I Permit received from USACE ❑Yes ❑No
'If Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
For DEA/R use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW 9
CAMA
LQS 9
401 $ Total Fee Amount $

JUL`, L�)0v
July 12, 2006
Cameron Weaver
Express Permit Coordinator
North Carolina Department of Environment
And Natural Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405
Re: The Villages at Turtle Creek
Dear Cameron:
*� w
CAVANAU G H
.1`4:1.{f r:'i :';:!?i17�j1 it r.�.h� rr.,' �._•rii �..'I •.'7ji
As you know, we are currently working on a residential development project located in
Pender County known as The Villagges-WwTurtle ek. This is a "phased" project and
we are at this time ready to move forward witlyPhase .
The project site is approximately 0.9 miles from the intersection of NC Hwy 210 and
Hwy 50 in the Town of Surf City (see maps below). The property is bounded by US
Hwy 17 to the north, NC Hwy 210 to the south, Lodge Hall Road to the west and
Atkinson Loop Road to the East.
The Villages at Turtle Creek is planned to be a mixed -use development, incorporating
both single-family and multi -family residential uses. The project contains, as designed,
23 si gle-family lots, ranging in size from 7,500 square feet to just under 23,000 square
feet, W2 multi -family units, and 44 duplex units.
The Villages at Turtle Creek will provide its residents with public water and public sewer
utilities that will be constructed in accordance with the requirements of the Town of Surf
City. All public utilities will be dedicated and conveyed to the Town of Surf City.
A Sediment & Erosion Control permit has been issued for Phase 1, and the Phase 1
St rp mwater Permit is currently_ under review with _ Permit _A—S1N..�Q.f aRoa,, Per our
a
wa
discussion with Rob Gordon, Phase 2 storm E..
ter,_ will be consider��...a�.modification_to
the Phase 1 Permit. Please sc a ule a review date for the Phase 2 submittal at your

earliest convenience. I would also like to schedule a review date for the Phase 2
Sediment & Erosion Control at your earliest convenience.
Please review this narrative with the attached "Request for Express Permit Review" and
schedule a meeting with the appropriate DENR personal at your earliest convenience.
Your time in reviewing this documentation and scheduling of this meeting is
appreciated.
Thank you for your attention to this matter.
Regards,
d
Robert A. Walker, E.I.

70
cz
O
cc

1

CAVANAU G H
Solutions through integrity and partnership
July 6, 2006
Robert D. Gordon
Environmental Engineer II
North Carolina Department of Environment and Natural Resources
Department of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Re: Stormwater Project No. SW8 060608
Dear Mr. Gordon:
Cavanaugh and Associates, P.A. received a RFI from the DENR-DWQ Wilmington
Regional Office pertaining to the Villages at Turtle Creek Phase 1 Application and dated
June 19, 2006. Cavanaugh has reviewed the RFI and addressed each item. DWQ's
comments are repeated in bold, and the responses and corrections are italicized.
1= Please provide documentation that Dilsheimer Communities of North
Carolina, LLC is the Manager of DCNC North Carolina 1, LLC.
Documentation has been provided within the enclosed submission. Please
refer to Article IV, Section 4.1 on page 6 of the Operating Agreement appointing
Dilsheimer Communities of North Carolina, LLC as the initial manager of DCNC
North Carolina 1, LLC.
2. Please include a dimensioned, overall site plan for the Villages at Turtle
Creek, with the phase 1 boundary shown.
Addendum sheet 1 has been added to the application package. This sheet
shows the entire project site, with a "metes and bounds" for all property lines.
The Phase 1 boundary is displayed on this sheet.

3. Please do not split up the impervious area for the (lot) buildings and
driveways on the application. They are considered together in the "lot"
allocation.
The impervious areas for the buildings and driveways have been added
together on the application. This change is also reflected in the calculations
found in the supplemental report.
4. Please do not split up the pump station impervious area between
buildings, streets etc... It should all be combined into the "other on -site"
category.
The total impervious area for the pump station has been added together and
can be found in the "other on -site" category of Drainage Area 3 (1 C).
5. Please split out the amenity area as "future development" on the
application.
The amenity area has been split out as "future development" on the application
and can be found in Drainage Area 5 (1 E).
6. Please provide cul-de-sac, traffic circle, and entrance road dimensions to
the back of curb.
Back of curb dimensions have been added for the cul-de-sac, traffic circle, and
entrance road and are reflected on revised sheets C.5.2 and C.5.3.
7. The SHWT & Bottom elevations in the calcs for basin 1 B do not match the
rest of the application packet. Please make sure these elevations are
consistent throughout the application packet.
Corrections have been made to the elevations in the calculations for Basin 1B
and are consistent throughout the application packet.
8. Please make sure the volume provided (on the caics and supplement)
matches the stage -storage chart at the storage elevation specified.
The volumes provided on the calculations and supplemental reports have been
revised to reflect the stage storage chart at the storage elevation specified.
Please note that based on the volume depicted on the stage storage chart,
Infiltration Basin 1B has a total volumetric capacity of 50,287 cu.ft. The volume
of the 1.5" design rainfall for Drainage Area 1B is 21,693 cu. ft. This leaves
28,594 cu.ft. of volume to be applied towards future Phase 2 of the
development. Please see sheet C.5.2.
Please note that based on the volume depicted on the stage storage chart,
Infiltration Basin 1 D is sized three times (3 X) the 1.5" rainfall. Therefore, the by-
pass line is no longer required and has been removed from Infiltration Basin
1D. Please see sheets C.5.3 and C.5.6, which reflect this change. .
Please note that based on the volume depicted on the stage storage chart,
Infiltration Basin 1 E is sized to accommodate an additional 35,500 sq. ft. of
impervious area to be applied toward the future amenity area.
2

9. Please make sure the design storm & drawdown reflect the increased
design storm (in the instances where no vegetated filter and/or by-pass is
provided).
The design storm and draw down calculations have been revised and reflect
the increased design storm in instances where no vegetated filter or by-pass is
provided
10. Please make sure the top of dam/ berm are consistently specified
between the site plan, details & supplement.
Labels have been added to the site plans, and the top of the dam/ berm are
now consistently specified between the site plan, details and supplement.
11. The inverts on the by-pass box detail chart appear to be reversed for 1 C &
1 D.
The corrections have been made to the by-pass box detail chart and have been
included with the revised plan set enclosed. Please see sheet C.5.8.
12. Please provide specifications for the soil mixture of the root zone fill
material.
Specifications for the soil mixture of the root zone fill material have been added
to sheet C.5.5. Please see detail 3/C.5.5.
13. Please provide a calculation for the number of plants to be provided in the
bioretention area.
A calculation for the number of plants to be provided in the bioretention area
has been provided in the enclosed submission.
14. Please provide a signed jurisdictional wetiand determination map from the
US Army Corps of Engineers, if available.
Although the wetland delineation was field approved on November 23, 2005,
the signed jurisdictional wetland determination map has not yet been issued.
This is due to a delay in the sealed survey, which was submitted to the USACE
on June 21, 2006.
15. Please specify a mulch layer in the bioretention area.
A mulch layer in the bioretention area has been specified on sheet C.5.5.
16. Please increase the bottom width on the vegetated filter or provide
calculations to show that bottom width will maintain sheet flow conditions
with velocities e 2 fps.
The bottom width of the vegetated filter has been increased, and calculations
have been attached to this document that show that sheet flow conditions with
velocities less than 2 feet per second will be maintained. Please see sheet
C.5.8.
3

(Per email request 6-19-06)
17. Please complete the sediment removal depth on each of the basin
supplements.
The sediment removal depth has been completed on each of the basin
supplements.
In addition to the above, please note the following changes:
1. The stormwater conveyance system from Curb Inlet 1 (CI-1) to Infiltration Basin
1 B has been modified to accommodate future flow from Phase 2. It is
understood that a permit modification will be necessary prior to the development
of Phase 2.
2. A 116' vegetative filter has been added to Bioretention Areal A. In order to
achieve this, the contours have been modified at this location. Rip -rap
dimensions for Bioretention Area 1A have been modified to accommodate this
change.
3. The headwall structure at Infiltration Basin 1 B by-pass line is no longer
necessary, and thus, has been removed.
4. The monitoring well has been removed from Bioretention Area 1 A. Please see
sheets C.5.4 and C.5.5.
5. A detail has been added for the concrete bridge at Bioretention Area 1 A.
6. Notes were revised on the valley curb detail. Please see detail 1 /C.5.7.
7. Notes were revised on the curb inlet detail. Please see detail 2/C.5.9.
Please do not hesitate to contact me if you have any further questions or concerns.
Thank you for your time and consideration in this matter.
Sincerely,
Rob Walker, E.I.
Cavanaugh & Associates
130 Front Street, Suite 202
Wilmington, NC 28401
cc: Tom Miner
4

5w 8 W F
INFILTRATION SITE VISIT REQUEST
Name of the Project: Turtle Creek
Location (attach a clear vicinity map): SE of the Int, of NC 210 and Atkinson Looa Rd., Surf City
NC Street address, SR number, community, etc.
Directions from the nearest major intersection: (Heading North to Jacksonville on NC-17).
Turn right at the intersection of NC-17 and NC-210. Turn left on Atkinson Loop Rd Take
immediate left onto din` path across from Fire Station
Owner/Applicant Name: DCNC North Carolina, LLC
Consultant Name: Cavanaugh & Associates, 130 N. Front Street Suite 202 Wilmington NC 28401
Consultant Contact Information: [phone]
Phone, fax, email, etc.
#1A #1 B #1 C #1 D #1 E #1 F #1 G #1 H
Existing ground elev. @basin/trench=
SHWT elev.=
SHWT plus 2' (max. bottom elev.)=
Date/Time of Soils Investigation : `ol., 7104 X1;t90
Summary/Comments:
P
All proposed infiltration areas and existing, active utility lines located within the proposed basin/trench
must be marked and flagged. If these areas are not flagged, the Soils Scientist reserves the right to
decline to do the investigation. If the proposed infiltration system will be located in an area of existing
pavement and there is no open area nearby, equipment capable of breaking through the impervious
layer must be provided. The soils investigation does not take the place of a soils report prepared by
an appropriate professional. The Soils Scientist will only verify the soil conditions that are reported in
uie Soils Report, and make a determination as to the suitability of the site to meet the infiltration
design requirements under NCAC 2H.1000, and assumes no liability should the system fail.
1 of 1

Re: Villages at Turtle Creek
Subject: Re: Villages at Turtle Creek
From: Robert Gordon <[e-mail]>
Date: Thu, 22 Jun 2006 10:23:58 -0400
To: Rob Walker <[e-mail]>
Remember we talked about including a survey of the entire property with the metes
and bounds included. The phase boundaries do not necessarily need to be
dimensioned on that sheet, but please do show them.
Rob
Rob Walker wrote:
I Rob,
Item #k2 in your RFI for the reference project asks for a dimensioned,
overall site plan for the Villages at Turtle Creek, with the phase 1
boundary shown. Is there anything in particular that you would like
dimensioned, or is a scaled drawing with the scale provided what you are
looking for?
Thanks,
Robert A. Walker, E.I.
Cavanaugh & Associates, P.A.
130 North Front Street, Suite 202
Wilmington, NC 28401
Phone: [phone], ext 237
Fax: [phone] www.cavanaughsolutions.com
1 of 1 7/20/2006 10:52 AM

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 19, 2006
Mr. Brian Dilsheimer
DCNC North Carolina I, LLC
2528 Independence Blvd #104
Wilmington, NC 28412
Subject: Request for Additional Information
Stormwater Project No. SW8 060608
The Villages at Turtle Creek
Pender County
Dear Mr. Dilsheimer:
The Wilmington Regional Office received a Stormwater Management Permit Application for
The Villages at Turtle Creek on June 9, 2006. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. Please provide documhntatiqnrfhat Dilsheimer Communities of North Carolina, LLC is
.
the Manager of DCN N_oftfi Carolina I, LLC.
2. Please include a dirr�ens_ d� , overall site plan for the Villages at Turtle Creek, with the
phase 1 boundary showfii.
3. Please do not split up the i pe 'ous area for the (lot) buildings and driveways on the
application. They are consi ed to ether in the "lot" allocation.
4. Please do not split up the pump"_
um station impervious area between buildings, streets
etc... It should all be combi ed into the "other on -site" category.
5. Please split out the amenity area -as "future development" on the application.
,11_ ,.
6. Please provide cul-de-sac, traffic cirdleand entrance road dimensions to the back of
curb.
7. The SHWT & Bottom elevations in the calcs for basin 1 B do not match the rest of the
application packet. Please make sure these elevations are consistent throughout the
application packet.
8. Please make sure the volume provided (on the calcs and supplement) matches the
stage -storage chart at the storage elevation specified.
9. Please make sure the design storm & drawdown reflect the increased design storm (in
the instances where no vegetated filter and/or bypass is provided).
10. Please make sure the top of dam/berm are consistently specified between the site plan,
details & supplement.
N,,,c,ne
V�thhCarohna
�NWMA1I11I/
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405 Fax [phone] Internet: www.ncwaterqualiiy.org
An Equal Opportunity/Affirmative Action Employer— 50% Recycledl10% Post Consumer Paper

The Villages at Turtle Creek
June 19, 2006
Stormwater Permit # SW8 060608
11. The inverts on the bypass box detail charia ear to be reversed for 1 C pp & 1 D.
12. Please provide specifications for the soil mixture of the root zone fill material.
13. Please provide a calculation for the number of plants to be provided in the bioretention
area.
14. Please provide a signed jurisdictional wetland determination map from the US Army
Corps of Engineers, if available.
15. Please specify a mulch layer in the bioretention area.
16. Please increase the bottom width on the vegetated filter or provide calculations to show
that bottom width will maintain sheet flow conditions with velocities < 2fps.
Please note that this request for additional information is in response to a partial, preliminary
review. The requested information should be received by this Office prior to July 5, 2006, or
the application will be returned as incomplete. The return of a project will necessitate
resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
The construction of any impervious surfaces, other than a construction entrance. under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Robert D. Gordon
Environmental Engineer II
ENB/RDG: S:1WQSISTORMWATERIADDINFO120061060608.jun06
cc: Eric Tomczak, PE, Cavanaugh & Associates
Robert D. Gordon

CAVANAU G H
Solutions through integrity and partnership.
June 12, 2005 Via Hand Delivery
North Carolina Department of Environmental and Natural Resources
Division of Water Quality
Attention: Robert D. Gordon X p �eS
127 Cardinal Drive Extension l
Wilmington, North Carolina 28405 i ' ---)
Re: The Villages at Turtle Creek
Town of Surf City
Pender County, North Carolina
{-ALI C-) (-N
-� � ✓ h � � _�e �� p r._ r � � n `ice
Dear Mr. Robert Gordon; J�N 1 pp .
Pursuant to our previous discussions on May 25, 2006, enclosed�,4lease find tTie
following items constituting our application for express review by the Divisiorlgf Water
Quality within DENR in relation to a Stormwater Permit. The subject developmen
formally identified as the `The Villages of Turtle Creek' located in the Town of Surf City,
Pender County, North Carolina.
To facilitate your review of the enclosed documentation, the following is an itemized
breakdown.
1. A check in the amount of $4,000 to satisfy the express review fee, made
payable to `NC DENR', for this application and the forthcoming Land Quality
Submittal to which an additional $50/acre fee will be provided.
2. One (1) original copy of the executed 'Stormwater Management Permit
Application Form'.
3. One (1) copy of the executed `Infiltration Basin Supplement' for Phase 1
Basin A.
4. One (1) copy of the executed 'Infiltration Basin Supplement' for Phase 1
Basin B.
5. One (1) copy of the executed `Infiltration Basin Supplement' for Phase 1
Basin C.
6. One (1) copy of the executed `Infiltration Basin Supplement' for Phase 1
Basin D.
7. One (1) copy of the executed `Infiltration Basin Supplement' for Phase 1
Basin E.
8. One (1) original copy of the executed High Density Residential Subdivision
Deed Restriction Covenant with supplemental attachment.
9. One (1) original copy of the executed Bio-Retention System Operation and
Maintenance Plan.
10. Two (2) copies of the `Stormwater Management Plans' constituting sheets
C.5.1-C.5.9.

The Villages of Turtle Creek
041.05.043
06/12/06
Page 2 of 2
CAVANAU G H
Solutions through integrity and partnershil
11. Two (2) copies of the 'Stormwater Management High Density Express Permit
Application Supplemental Report'.
12. One (1) copy of the deed for the subject property to which Phase 1 is a
portion.
Please do not hesitate to contact our office should you have any questions, comments
or require any additional information.
Regards,
CAVANAUGH & ASSOCIATES, P.A.
Eric Tomczak, P.E.

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The Villages at Turtle Creek
Subject: The Villages at Turtle Creek
From: Robert Gordon <[e-mail]>
Date: Sun, 18 Jun 2006 17:08:58 -0400
To: Eric Tomczak<[e-mail]>
Eric,
-Please add the following comment to the request for additional information:
* Please complete the sediment removal depth on each of the basin
supplements
It was omitted from the comment letter and is actually the reason I am sending you
the application pages in the mail.
W"T
1 of 1 7/20/2006 10:51 AM

A A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, PG, PE Land Quality Section Michael F. Easley, Governor
Director and State Geologist William G. Ross Jr., Secretary
6/14/2006
LETTER OF RECEIPT FOR AN EROSION CONTROL PLAN EXPRESS REVIEW
Dilsheimer Communities of NC, LLC
Mr. Brain D. Dilsheimer, Manager
2528 Independence Blvd. #104
Wilmington, NC 28401
RE: Project Name: The Villages @ Turtle Creek +�.K,'.
Project ID: Pende-2006-456
County: Pender, Surf City, NC Hwy 210 JUN f 5 24),li? 1
River Basin: Cape Fear
Submitted By: Cavanaugh & Associates, P.A. BY:
Date Received by LQS: June 13, 2006
Plan Type: NEW
Dear Mr. Dilsheimer:
This office has received a soil erosion and sediment control plan for the project listed above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S.113A 57 (4)). The
Act requires that all persons disturbing an area of one or more acres of land must obtain approval of a soil
erosion control plan prior to the commencement of the land -disturbing activity (G.S. 113A-54(d) (4)).
The review period for an express review is three days of receipt of a complete plan. If additional
information is requested, it must be submitted within five working days of receipt.
Commencement or continuation of a land -disturbing. activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act.
We have performed a preliminary review of your submitted plan and have determined that additional
information will be necessary before a final review can be completed. Enclosed is a checklist of items that
must be submitted before we can complete the review process. Failure to provide the additional information
may result in disapproval of your plan.
The approval of an erosion and sediment control plan is conditioned on the applicants compliance
with Federal and State water quality laws, regulations and rules.
If you have questions please do not hesitate to contact this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this project.
Sincerely,
CarolN. Miller
Assistant Regional Engineer
cc: Mr. Eric Thomczak, P.E., Cavanaugh & Associates, P.A.
LQS-WiRO; SWS-WiRO
Wilmington Regional Office
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 - Phone: [phone] / FAX: [phone]

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
LAND QUALITY SECTION
EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
PROJECT NAME: The Villages A Turtle Creek DATE: 6/13/2006
PROJECT NO.: Pende-2006-456 COUNTY: Pender
To expedite the approval process, a cursory review of your submitted Erosion and Sediment Control Plan application has been made and
has shown the need for additional information as specified below. To meet our review schedule, any additional information should be
received by this office no later than_6✓21/06 . Failure to meet this schedule may result in disapproval of your
plan. The following items shall be incorporated with respect to specific site conditions, in an erosion and sediment control plan:
LOCATION INFORMATION
Project location (roads, streets, landmarks)
North arrow and scale
GENERAL SITE FEATURES (Plan elements)
Legend: North arrow, scale, etc.
Property lines
Existing contours (topographic lines)
Proposed contours
Limits of disturbed area (provide acreage total, delineate limits,
and label)
Planned and existing building locations and elevations
Planned & existing road locations & elevations
Lot and/or building numbers
Geologic features: rock outcrops, seeps, springs, wetland and
their limits, streams, lakes, ponds, dams, etc.
Easements and drainageways
Profiles of streets, utilities, ditchlines, etc.
Stockpiled topsoil or subsoil locations
If the same person conducts the land -disturbing activity & any related borrow
or waste activity, the related borrow or waste activity shall constitute part of
the land -disturbing activity unless the borrow or waste activity is regulated
under the Mining Act of 1971, or is a landfill regulated by the Division of Waste
Management. If the land -disturbing activity and any related borrow or waste
activity are not conducted by the same person, they shall be considered
separate land -disturbing activities and must be permitted either thru the
Sedimentation Pollution Control Act as a one -use borrow site orthrough the
Mining Act.
Required Army Corps 404 permit and Water Quality 401 certification (e.g.
stream disturbances over 150 linear feet)
EROSION CONTROL MEASURES (on plan)
Legend
Location of temporary measures
Location of permanent measures
Construction drawings and details for
temporary and permanent measures
Maintenance requirements of measures
Contact person responsible for maintenance
SITE DRAINAGE FEATURES
Existing and planned drainage patterns (include off -site areas
that drain through project)
Method of determination of and calculations for Acreage of land
being disturbed
Size and location of culverts and sewers
Soil information: type, special characteristics
Soil information below culvert storm outlets
Name and classification of receiving water course
(only where stormwater discharges are to occur)
Comments:
STORNWATER CALCULATIONS
Pre -construction runoff calculations for each outlet from the site
(at peak discharge points)
Design calculations for peak discharges of runoff (including the
construction phase & the final runoff coefficients of the site)
Design calcs of culverts and storm sewers
Discharge and velocity calculations for open channel and ditch
flows (easement & right-of-ways)
Design calcs of cross sections and method of stabilization of
existing and planned channels (include temporary linings)
Design calcs and construction details of energy dissipators
below culvert and storm sewer outlets (diameters & apron
dimensions)
Design calcs and dimension of sediment basins
Surface area and settling efficiency information for proposed
sediment traps and/or basins
VEGETATIVE STABILIZATION
Area & acreage to be vegetatively stabilized
_X_ Method of soil preparation
Seed type & rates (temporary & permanent)
Fertilizer type and rates
_X_ Mulch type and rates
NOTE: Plan should include provisions for groundcover on
exposed slopes within 15'working days or 30 calendar
days (whichever is shorter), following completion of any
phase of grading; permanent groundcover for all
disturbed areas within 15 working days or 90 calendar
days (whichever is shorter) following completion of construction or
development.
FINANCIAL RESPONSIBILITYIOWNERSHIP FORM
Completed, signed & notarized FR/O Form
Accurate application fee ($50.00 per acre rounded up the
next acre with no ceiling amount)
Certificate of assumed name, if the owner is a partnership
Name of Registered Agent (if applicable)
Copy of the most current Deed for the site
NOTE: For the Express Permitting Option, inquire at the local
RegionalOffice for availability.
NARRATIVE AND CONSTRUCTION SEQUENCE
Narrative describing the nature and purpose of the
construction activity
Construction sequence related to erosion and sediment
control(including installation of critical measures prior to
the initiation of the land -disturbing activity & removal of
measures after areas they serve are permanently stabilized)
Bid specifications related only to erosion control

Jun-09-2606 10:40am From-MURCHISON TAYLOR ATTY [phone] T-435 P.002 F-695
J �f f f DEE-0S -
. n � dr-�o--D • ��G6R C JNTY,HC
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119188 Mum x 12/20/2s0e
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Oil Excise Tex
SPECTAi, W.A,�LI2AlQ'I'YDEED
TaxPa[ce11* 225-86-4900-0000 hyyde���v�i8ed
Rea $2150-! Rq of mod
Prepared by ON, TAY>',OR, & MSON, PLLC ��1110 n
15 Warm Fi$h Avelale, WftiugW% NC 28401
WE PMARED THE 1I)1RRD IN TM3 TRANUMON BUT WE MADE NO
EXAMfflA-UON OF TITL14 AAi1D WE KKPPMS NO MIMON ON TITLE TO TEE
PJ O P 19RTY OR TEIE jwcuAACI'.UF AW LEGAL D&9CREMON
THIS BM(XAL WARRANTX DEED, made this 16 thday of December,
1` 4--"s V JC..0 7004, by and between KENNBTH GLIZELAND AND wm, CHER7M A. CLEELAND of
JUN 0 9 2006 21658
�18 Alvnn wav ,t2Ueertutown DID &WDAYIDN.CMV-4 'lAM
t. 650 Findle 8-517
'Vi`�&,LIlYDACLEELAND, of y Court, Estes Park, C
whether one or mode, callus QRANTDM and DCgC NORTH - UAROLZMA x • LLC a 1+TORTH
CAROLINAIimited fiabilitycampalrywhose mailing add= is 401 CityAvenue, Suite 710, Bela
Cyan PA 19004-1150, heroin, whether am or marc, ed GR�►NWE
WITNESSETH
T
The GRANTORS, for and i1i go0 ,
iw&=rm
Other vaivauie consideradons to them in baud paid by the ,the
1 Q
admawledged, have bargained and sold, and byhese preuenta do hmebybar lo, sell and convey
unto GRANTER its eueceasors and aWps forever, e11 that cabdnreal propertylocated isPander
50532

Jun-09-2006 1:40am From-MURCHISON TAYLOR ATTY +910TS36561 T-435 P.003 F-895
:c,
548PGi24
CounW, North Carolina,described end incorporated
herein by reference. O (jJf y
TO HAVE AND TO HOLD the above =bKdcswbcd pmperLY. togdher
with all and singular, the rights, privileges, easementa, twwnauts and al3pmtenaneos ftr=3to
belonging, or in anywise sPP& unto the GRATTTEE, its successes and assigns, in fee
simple, forever.
And the GRANTORS, for thetnsdves, their heir, exwdms and administtato", do
covenant to and with the GRANTF, its successors and assigns, to GRANTORS have dame
nothittve to impair swah title to the properly described herein as MPsWORS received, and
GRANTORS will warrant and defend title to same against the ]mufti claims of all Penom claiming
by, under or tltYo* GRANTORS, their heirs, executors u d a"nisiraiors.
IN TBSTIMONY WINS MJ?, the GRANTORS have hereunto set their bards and
seals as of Litt day and year brat above written.
SEAL)
RBRNETH CLBHI.AND
l nn A OLBELAND
50532
t _e�F!IL'1.4L
IAA

Jun-09-2006 10:412m From-MURCHISON TAYLOR ATTY
[phone]
T-435 P.004
F-895
g(2548PG125
L -, oeg, ".P� , a Notory Public in and fix the
aforesaid, do certify tbat KENN'ET.9 CLEELAND personally appeared before n
aebwwlWgcd the due execution of the fDregoing special warranty deed.
WITNESS myhand and official seal tbis_LL;�day of
�.lt�a,.��a,�s
Notary Public
My commission expires:
w&.A Lra:tQi-
STATEDF DAGg q,s &.,)j
iCJl err Comm
>ti era.�ZS&srD , allot" ft1c in and Ex the State
aforesaid, do certify that CEIERYL A. CLEELAND paaonally appeared before me tb
acknowledged lie due execution of the foregoingspeeial Waal* deed. ,
Vi' niESS my hand and official aca: this t day of
Notary Public
MY canmisaion expires:
•�+sy�.Ar�trJ11K
505?2
iA

Jun-09-2006 10:41am From-ERCHISON TAYLOR ATTY [phone] T-435 P.005 F-B95
M
1N TESTllvldh"Y WHEREOF,
scale as of the day and year fiat above
r
BK254BPG 126
and
STATE OF C:dp!w O
7 allotary Public in and for the State and County
aforesaid, do certify that DAVM N. CLEELAND petsoually appeared before me this day Bud
ttion of the foregoing special warranty deed.
iy hand and official seal this day off mht'.% , 2004.
" Not®�Vubll.
STATE OFr.t3 tMQ
� t.m e.r CouNTY
LLQAAM a Kotary Public in and far the state and Comty
aforesaid, do cuti7y that I AA rr -tmT AN P ally appeared before me this day and
aftowledged the due execution uftno foregoing way deed gA
,uV
Wfl NESS my band and official Seal this ' 2004•
�i i r al
expires:

Jun-09-2006 10:41am From-MURCHISON TAYLOR ATTY +910T636561 T-435 P.006 F-095
N�M�jj
27
NORTHCAROJ�NA 11�
0 &%VWZ"_M
�J 9
The foregoing certificate of blic, is artified
to be correct 5a.r lt�u+ B. IL.aQ".�
This AO day of DgV . 2004.
J01CL'!i M SWI XWC)D
REGISTER OF DEEDS OF PENDER COUNTY
_ 1-c1AL
sos3z.

Jun-09-2006 10:41am From-MURCHISON TAYLOR ATTY [phone] T-435 P.007 F-895
OR254VpV128
�i$S$ 8, INC
�" P.®!
JACKSONVUU, NOR 341-1570
TELEPHONE. [phone]$77
FACSIMFLE: [phone]
E-MAIL; rignslan0biaeex-r com
151.I95 Acre Tract an Atkinson Loop Road & N,C. Highway 210
Topsoil Township, Penlcr County, North Carolina
Commencing it an existing Parr-xwon salt to the amerline lntermllon of N.C.S.R,
1536 oral N.C. filghway 210, thence leaving said t.osmdiu laiereection and along the
mcerline of N.C. Rghwey 210 Saudi 07 degrees 46 ininutcs 35 st:eorids Wont 506,08 feet
tt3 an cW%Ing magnetic nail located is said centerline of N.C. Hlgltasy 210, ureters leaving
=W centerline of N.C. Highway 210 North 01 degrees 06 minues 57 seconds West 32,74
fort to an existing iron pipe located in the northern rlgtu-of-vay line of N.C. Highway
2,10, sold paint also being the southeastern property corner of the Myra T. ISochellc and
Husband, fumes L, Rochelle, Jr, property as per Deed Hook 414, Page 64 of du Portlier
Courtly Registry, And also being do TRUE POINT OF BWANNING; thence from the
above described true polar of beginning end losving sold northera Aaht-of-woy line of
N.C. Highway 210 sad with Lite eastern Rochelle line North 21 degrees 43 m1mles 27
reconds West 571,12 feet to a point located in the w olem orm property corner of the
David Wilson Justice, Sr. property as per Map Book 31, Page 132 of the 1' Wof COatuy
Registy, thence wide t1tC eastera hutin line North 10 dogma 51 minutes fit seconds West
307.12 leer to a point located iA the southeastern property Gorn9f of due Stephen >;ass
Jusibm, Jr. ants Wire, Paula Denise Justice property as per said Mop Book 32, Page 132,
thence with a portion of the eastern Justice Htte NoM 20 dogras 31 rnhtutes M seconds
West 193.33 feet to an existing iron pipe, thence continuing with a portlon of the said
Callan Jusdw line and uridt.dte team line of tiro Haywood B. l.ants+icter property as per
Map Book Page 90 of the Pander County Registry, North 37 61011=0139 minutes 12
seconds W fact to a point, being M-ft
apeM sooner of the Liss P.
Tltumpson, James trills, Jr9515
nd wife Susan M. Shsrpo,
property w per said with the naster l miompson,
McKay, minrtcs 47 seconds Welt 3728.20 feet to an
existing Iro n cline thee= with the centerline of
Ring Branch C ifiWittawiag Is 67 degreaa 31 mimttm 19 seconds
Nast 91.91 feet, South 49 degrees 47 in trda East 192,09 bet, South 53
degrees 44 minutes 49 veconds East 216.37 feet, Souttt 43 dcgacs 41 minutes 35 seconds
East 340.67 fact, Sawk so degrees 14 aslnutes 33 seconds Earl 571.89 feet, South 74
degrees 43 minutes 29 seocads Zest 113.86 feet, South 89 degrees 59 minutes 46 seconds
IWX 392.30 feet, North 83 degrees 12 irdnutss 25 seconds East
5.1m3fact,
44 North
0
degrees 46 minutes 43 seconds East IBL92 feet, North 72 degt� 12
ds-
East 69.85 feet, North 87 degrees 24 mimtes 59 Ow ds Ease 17.72 feet, South 89 degrees
34 minutes 59 seconds East 280.27 feet, South 75 degrees 58 mluutees 24 seconds Rast
266,19 feet, South 72 degrees 58 minutes Ol seconds East 118,75 feet, South 47 e1grm
1 l snhttttes 12 seconda Bast 85.9E feet, south 43 degrees 49 minutes 51 seconds East
153.11 feet, South 63 degrees 40 minutes 13 wounds East 108.24 feet, South 26 degrees
12 minutes 48 seconds Fast 159.23 feet, Smith 18 degrees 36 minutes 23 seconds West
192.24 fact, South 04 degrees 01 minutes 30 see ands Well 1.7.6.20 feet. South 38 dogreas
58 minutes 44 seconds East 177.53 fee, South 11 degrees 40 minutes 57 seconds East
539.50 fba, South 11 degrees 59 mirenn 46 seconds ~Nest 36100 tact, South 43 degrees
18 minutes 26 seconds East 332.30 het, South 53 degrees 13 mkoi s 48 seconds East 6.16
tbet, North 87 degrees 57 minutes 02 seconds East 134.30 feel, South 07 degrees 34
minutes 27 seconda west 125.75 feet, South 57 degrees 45 minvies 33 seconds West 69.34
f ct, south 06 degrees 16 minims 32 oer:anda East 114.81 feet, South 21 degrees 50
minutes:4$ mconds West 91.50 feet, South 03 degrees 00 minutes 32 aemnds Esst PL63
foci, $cunt 54 dogrep 20 minutes Q5 neaonds Ease 41.10 scot. Nam g0 daroos N auinums
37 secoWs East 32.04 fact. North 25 degrees 42 eulnutos 46 seconds Bast 31.96 Ceti,

Jun-09-2006 10:42ms From-MURCHISON TAYLOR ATTY +91IT636561 T-435 P.008 F-895
=tsxz °A" COM M4 6 PG 12 9
North 58 degrees 93 minutes S7 rf89 de :eel 41 minutes 05
�� g
seconds East 78.OA , 4 ;1nutea 69.18 Iet, South
23 dogrecs 20 minutcs Ess[ 5 evoce ahlnutes 32 seconds s
Well 32.79 feet, South 25 degrees 14 mina at 71.19 feet, South 09
degrees 38 minutes 51 seconds Past 77.81 fete, South 70 a O7 minutes 30 seconds
East 32.42 feet, South 15 degrees 47 mintilm 41 Seconds West i14,58 ttsot, South 13
dogma 36 minutes 39 seconds West 43.85 feet, South 1S degrees 32 isimutes 30 seconds
East 49.36 feet, South 06 degrees 24 minutes 52 seconds West 96.02 Poet, South 69
degreea 47 minutes 24 seconds West 101.37 feet, South 64 dogrow 37 minutu 08 seconds '
West 108.06 feet, Saudi 03 degrees 12 minutes 06 accords West 51,61 feet, South 27
degrees 41 minutes 15 seconds West 98.66 tics, South 19 degrees 40 infante: 42 seconds
East 52.09 feet, South 48 degrees 29 minutes 46 seconds Wes[ 76.26 teet, $ouch 54
degrees 20 minutes 40 seconds East 25.201W, South 42 degrees 07 minutes 47 seconds
East 69.24 feet, South 35 degreea 10 minutes 00 "conds Best 44.93 feet, South 39 degrees
35 mirwics 51 sxconda Best ASS feet to a point located in the northern right-of-way line
or N,C.S.R. 1536 and being a southern corner of the Sheba Atkinson Slater propedY as
per Map Hook 22, Page 35 of the Ponder Cottrtty Registry, thatce leaving Ring Branch and
along the rwdwm right-of-way line of N.C„ 3.IL 1530 and along it curve to the left having
a radius of 430,01 feet wbfch has as arc hUth of 253.70 feet and a chord bearing and
chord of South 19 degrees 44 minutes 08 seconds West 261.30 fwt'w a point, thence
continuing with said north= right-of-way line of said N.C.S,R. 1536 and along a curve
to the riglu having a mdius of 473.74 feet which has in are length of 254.97 Poet and a
chord hearing and chord of South 21 degrees 05 minutes 09 seconds West 231.90 feet to
a pok. thence eontIzIng wkh said right of way lino, noW beir;g the western right•oRway
Ilne, of N.C.S.R. 1536 South 54 degrees 00 minutes I8 seconds West 132.30 ftt to a
point located in the intersection of the Western right-of-vay of N,C.S.R. 1936 and the
northern right-of-way line of N.C. Highway 210, thence being the said right -of --way
intersection and with said northem rlght-of-way Ilne' of N.C. Highway 210 South 88
degrees 23 minu tee 10 seconds West 146.01 feet to a point, thence Continuing with said
northern right-of-way line of N.C, Highway 210 South 95 &egmca 24 minutes 16 seconds
West 238,87 feet to the point and pinto( beginnhtg. Being the First Tract and the 1Uird
Tract of a property described in Deed Book 328, Page 449 of du pander County
Registry. nhhg 151, JOS acres, as surveyed 1as Francis Rigpa, P.L.S,1-981
on September ,The �ry�� correct In angtlsr relationship
and. are reforettoed
An Ingresa, Egress, Regreaa & i3tilj.y'*j;k& described in Deed Book 2MO, Page
131 of the Ponder County Registry.
A WD-foot Carolina Power & light Easement.
A posslbto area of confl lot: Being An approximate 2.3 acre portion of both the southern
comer of the Nettie Hardison prop" as described In Deed Book 1425, Page 255 turd
Map Book 31,. Page 90 of the Pager County Registry and the southern corner of the
Patnela Alexander property as described In Deed Bank 1426, Fags 322 trod said Map Book
31. Page 90 of the Pander County Registry,
Charles Frarieis Riggs, P.L.S. L-2991
Subject to all easements, rights of way, restrictions and
other cutters of record, all governmental land use statutes,
ordinances and regclations applicable to the above described
property, including zoning, nubdivisionrand building regulations,
and Pender County ad valorem taxes for the current and future years

Jun-09-2006 '0:42am From-MURCHISON TAYLOR ATTY [phone] T-435 P.009 F-895
P6Ntaa CWi!'Y trc o�a>/xoos P d 9 a PG 0 3 J
_e S13f0.00 ° g
-
s1�
� Excise T J
REGISTER OF 0 E
RENDER. COUNTY, NC Recoadad Yarlliad
Ioyce I & Wad
Reginter eeds
(a Z2A.— Pander NC
Wn1ZrW CAl Ml.411rA nwxiMAL WARRANTY DEED
716 inatrttsexcwas pnapa:ad by; Ftas end Fttirksy. P.0 , Post O1Hoe Box 2550I114 N. TD fI Drive, Surf City, NC 28�43
adddescription f ur dte lttdwr ,. APPROXIMAMLY 68A9 ACRES
THIS DMM ttstde Otis 179i day of AM 20,Q, by sad betaua
Jam P. WUy end wife. i.►sal,)&ny DCNC Nath CroHna 4 L.L.0
formedyknown as Lisa P.'ltompsoa; end 401 ClW Ave. Sm. 710
David L Sbarpe andwik, Susan ld. Sharps Bala C aveyd, PA 19004-1150
717 Chadwick Shares
Sneads Ferry, NC 2846D
their heJra, eaeaawara,+md atedsm, sad shall inoMtder
Cmasry,NadhCamlidrand
See Attachroart A aueched herii A —twin by rdua = ee if fulV aei Earth.
NO MLE SEARCH REQUESTED OR MADE. NO CLOSINGS UNDERTAKEK,
The ptopettyberduabove dascrlbed was acquired by il�r by hutrt�mh mcorded in Hook • 1457 page 250
Book 5455, Page 114 and Book 1513, Paso 175
A map 41saMa the above deserlbadpoupatty is recorded io PhRBook 32 pass 90
NC Ba AswdRd=Vu=NQ. XA 01976, Revised 019", 2002
-PdWad by Agieomsat vrhh the NC BarAaodatiasd-1981 SofWw Corpmntioe, W B. Six Pa'ks lid., RaWZk NC 27600
3

Jun-09-2006 10:43am From-MURCHISON TAYLOR ATTY [phone] T-435 P.D10 F-695
TOSAVEAIM TOM.DtieRft= d1otorpaede1
in Fee siwle.
And the (banEorcovmm�vaith9ce t3mtee,lastciratce
ftaiopk,dwttddeis WmdfreoandGleerofd
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?lammeriSfut000mg dMlaw im
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State of N0& Ctsofiea - COMW of +W'" CPI-
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McRm agd David L SbM and We. Stem M. Shmpa Pasaadly
wjmm dodged the due eawastim oft o f[egobtg mdmwmt far "Pop— &Web aqMll
ahmp WHO dds 'day 0f rgae , 20 01S n _ —
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dead: Wham toy bwd a4 Notmial sdmp or seal, dots day of . 2 .
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NC arA=miubnFormNa L-3 01976, @ 1 .=02
Pd and by AFc=m vo the NC BorAom lation-1911 SofWm C&pomdm 333 B. SixF*dm Rd, Roidg' , NC 27609

Jun-09-2006 10:43am From-MURCHISON TAYLOR ATTY [phone] T-435 P.011 F-895
j� BK2690PGO4I
ri
!' iitK. !!' P ja
BEING ALL of that tract containing '69A54 acres, more -or has, lying
north of North Carolins Highway 210 in Topsail Townaihip, pander
County, North Carolina; said tract being more particularly described
by course. and distaaces according to a sarveY dated .lase 21, 20059 by
Cha.rhm Frawls Riggs, P.L.S.14991 as faftm.
'Commencing at an mdgt4 Fencer Kahn nail in the centerline irnersecpon
of N.C.S.R. 1536 and N.C. Hlghvky 210, -thence leaving avid centerling
intersection and along the r entarliae of KC. Highway 210 South 87 degrees
46 minutes 33 seconds Wost 506.0g'feet 10 Atr-existing magnetic nail In said
centerline, thence leaving said centerline lrlorth of degrees 06 minutes 57
seconds West 32.74. feet to an existing iron pipe in the northern eight -of -way
IIne of N,C. Highway 2l0, thence leaving said nortbem right-oivray line
North 21 degrees.A3 minutes 27 seconds West 571.12 feet to. an existing..
iron pipaq,, thmce Igoutit 66 degrees 05 minutes 56 saoonds West 279.23 feat
to an existing iron pipe and being THE TRUE poW OF BEGINNNNG:
thence from the above described true point of beginning South 66 degrees
45 minutes 28 seconds West 346.69 feet to an existing I= pipe, thence
North 36 dogrees 31 minutaa.33 seconds Wast 2,996.93 facet to a sot iron
rod, thence North 36 dagmes 30 minutes 59 seconds West 1,316.52 feet to
an existing cancra;e moturmmt, thence Noah 35 deism 02 minutes 10
s ds East 7,58.46 feet to an exists g pipe, thence South 36 degrees
'46 m 44 secomb E o an Misting iron pipe, thence
South 67 a Est 288.55 feet to as existing
iron p> h d 'vies 32 seconds East 372.99 #bet
to its t _ degrees 29 minutes 13 ascend,
East 600.43 feet to, pe and bents fate point and place of
beginning. Containing 68.459 acres surveyed by Charles Francis Riggs,
P L.S. L-2981 an Jane 20. 2D05- The nouraes contalaed within we correct in
angular relationship and arc re6lieneed to NAD1983,
The above described tract is sahiieet to a log` powerlira Easement as shown
on Map Book 32, Pugs 90 of the panda, County R0318M.
BIKING ALSO PART OF THE PROrIMTY described in fiat dew
recorded is Book 1513, Page 17s of the pander County Registry; and
SUBJECT To certain realrictioaa described in that deed recorded in
Book 1513, page 179 of the Pendee County ilegiatry.
SPOLa

Jun-09-2006 10:43am From-MURCHISON TAYI.OR ATTY
[phone] T-435 P.012/031 F-895
offi!a cauarr ac
Excise Tax
ICEGOOD
fcE EEOS
i'F.NDF.R COUKITAII
TOK O _ a9Yt)I
Draftsmen: DAVID C.
f D Nor
th
9sog17��
P.O. Drawer
1
2640Z
s
BK2713PG244
WARRANTY DEED
THIS DEEDr made and entered this 8TH day of July, 2005, by and between,
MARIO S. KWHAM (widow), (heroin "Grantor'), party of the first part, and, DCNC NORTH
CAROLINA I, L.L.C. a North Carolina Limited Liability Company ('Granted'), party of the
second part, whose mauling address is:
401 City Avenue, Suite 710, Bale Cynwyd, PA f 8004
The dasignation Grantor and Grantee an used herein shall Include said parties, their heirs,
successors and assigns, and shall inolude singular, plural, mescuiine, feminine or neuter as
required by context.
WITN_ESSETH
THAT the said Grantor, in consideration of the sum of TEN 4410.00) DOLLARS, and
other good and valuable considerations paid to it, receipt of which Is hereby acknowledged,
has bargained and sold, and by these presents does hereby grant, bargain, sell and convey
unto the said Grantee al of iclowing described lands partially located in the Town of Surf
Pander County, North Carolina, and ing more partioularly described as follows:
W
Gf,panel of bard located lu Topsailouaty, bft more pardeal" described
bit and incorporated. by reference.
RUAar County taxes, applicable erfa aff
renord, sad .ty. stsk and federal fees and rewdodoaa
rekidye to the saiaS occupancy, subillridoa, asaM contraction and
development of the ■have property.
4

Jun-09-2006 10:44am From-MURCHISON TAYLOR ATTY
[phone] T-435 P.012/031 F-895
TO HAVE
together 7t I
obligations
Grantee, In au
n 2713PG?k5
and described ends and premises,
n ts, prfvAeges, essemente, tenementa, duties,
anywise appertaining unto the acid
AND sold Grantor covenants with the` Nrjtae that the Grantor Is seized in fee simple
of the above granted and described promises, and has good right to sell and convey the same
in fee simple, that the title Is marketable and free and clear of all ancumbronoes, except as
herein set forth, and except for 2006 ad valorem taxes, and usual utility easements and
rights of way of record, and that said Grantor will WARRANT and DEFEND the title to the
same against the lawful claims and demands of any and all persons whomsoever.
IN TE6TMONY WHEMF, the Grantor has causao this instrument to be executed In
its company name by its duly authorized memberimanagers who have hereunto met their
hands and seals all the day and year first above written.
WUMO
S. HUM$ff (widow)
;STATE OF NORTH CAROLINA
COUN'rY OF WKW HAtiOVItR
J,� blattArM . Zf1.IP.r&P;f a Notary PWA, in and For the
afozesaid County and State do hereby certify that Merle S. Illuf9rain (widow) personally appeared
before me this day and solmowledged the due execution of the faregoing ittakutnetd for the
purposes therein =Kassed.
WrMSS my bend and notarial scal, this the v day of Jull, 2005
My sic Expires: NoanyPublic•
(NMAKIAL SEAL) 6I.
n
cwoaammis nd sgs,mrD■vWWy atasadd
V=OO@P 7� m
(� Jl?. a
2 mYGB - Cmre$ elDladi
aedi

Jun-09-2006 10:44ant Fron-NIURCRISON TAYLOR ATTY [phone] T-435 P.014/031 F-895
BK2713�
-.(0FT
AMI G ALL of that tract containing 20.487 sores, more or less, lying hrTopa p,
Ponder County, North Carolina; said tract being more particularly described by courses and
distances according to a survey dated July 7, 2005. by Charles Frarmia Riggs, PIS. L-298I,
as follows:
Commencing at a act magnetic nail in the centerline intersection of N.C.&R. 1537
(Man Holloway Church Road, a 60' right-of-way) and U.S. Highway 17, thence
leaving said centerline intarpmdmn North 75 dgpvn 24 neinew 56 seconds Hest
454.16 feat to an erdsting iron pipe located in the eastern right-of-way line of U. S.
highway 17, thence owainning with the mid eastern rW*f--way line of U.S.
Mghway 17 North 64 degrees 49 minutes 22 seconds Past 528.42 feet to an existing
iron pipe located at the common oorow of the Nellie Moore property as per Deed
Book 456, Page 216 and the Gloria J, Dearmas and Norman E. Shepard property as
per Dead Book 997, Page 340, thence continuing wudt the said eastern right-of-way
line of U.S. Highway 17 North 64 degrees 24mirmtes 12 seconds But 326.22 feet to
an aristing iron pipe located at the western comer of the Osten 0. Hardison and wife
Jaquelure D. Nardison Taparty as par Deed Book 754, Page 755, thence voutinuing
with the said eastern right -of --way line of U.S. Highway 17 North 64 degrees 30
minoto 27 seconds Eau 129.95 ibet to an existing iron pipe located at the conmmon
corner of the said 081mt property and the Will F. Two and wif Maria A. Two
property as per Dead Book 746, Pa$e 148, thence continuing with the said eastern
right-of-way line of U.S. Highway 17 North 64 degrees 50 mic tes 15 seconds Bast
123.51 Awt to sn exduing iron pips located at the common cornet of the said Tate
property and the Veamn Clayton property as per Dead Book 1009, Page 254, thence
continuing with the said eastern right-of-way line of U.S. Highway 17 North 64
degreca II minutes 29 seconds East 29.53 feat to a right-of-way disk thence
continuing with the said team right-of-way line of U.S. Highway 17 North 64
degrees I minutes 29 seconds But 100.26 feetto an existing iron pipe located at the
comtnan comer oftbe said Clayton property and the James D. Dbon pmperty as por
Deed Book 403, Page ] 51, said iron pip located South 49 degnxs 3I tain�trs
04 seconds West 111-99 feet from N-C. onument "Plea 1984" D
northing of 263,180.4808 and an essthrg of ,
wasting tars pipe and continuing with the .S.
Highway 17 North 63 degrees 23 8.7 to a
iron pipe located ar the common eorruar ixroa Atha a
Dearman property ere per Deed Book 9 age 137, thenee�s
right -of --Way line of U.S, Highway 17 and with the said Deanoas ]ins
degracs 56 minutes 14 moonda Best 1213.47 feet to an existing iron pipe, end being
the TRUE POINT OF BEGINNIM: themes from the above described true point of
beginning and with the acid DCsrmas line North 30 degrees 45 minutes 24 seconds
600683

Jun-09-2006 10:44aar From—MURCHISON TAYLOR ATTY [phone] T-435 P.015/031 F-895
SUBJECT io a 100-foot Caroline Power & Ligbt
For reference purposes for source of title, see: (1)
135; and (3) Book 2, Page 191, Paeder County R
East 13I.86 feet 10 11= Ibbatdff at 4tera corner of the Lester
Bryant Shepard pr r 4, the Shepard
lineNordi30degre 5mimrtes24 ttoaactironrodIoeatcd
in the western corner of Lot I of the Solomon Bard per Map Book 31,
Pago 90, thence leaving the said Shepard line And with the southern line ofsaid Lot I
and Lot 2 of the Solomon Hardison Batata 3euth 54 degrees 48 minutes 59 seconds
East 389.83 feet to an existing iron rod located at the southern corner of Lot 2,
thence continuing along &a said Ha disen Estate line South 54 degrees 48 amirartes 59
seconds 700.67 That to an existing iron rod located in the sotttbesn lime ofths Nadia
Hardison properly as per Dead Boost 1428, Page 265 and Map Book 31, Page 90,
thence with the said Hardison line South 54 degrees 48 minutes 59 seconds Bast
422.16 fact to a set iron and located in the centerline of Ring Btanab, thence leaving
the said Hardison line and with the said centreline of Ring Branch the following
courses and distances: South 72 degrees 12 minutes 44 seconds West 19.36 feet to a
point thence South 65 degrees 46 minutes 43 acconds West 182.92 feet to a point,
thence South 83 degrees 12 minutes 25 seaomb West 315.13 stet to a point, thence
North 89 degrees 59 minutes 46 seconds West 398.30 feet to it point, thence North
74 degrees 43 minnaea 29 seconds West 113.86 feet to a poim, thence North 80
degrees 14 minutes 33 seconds West 571.89 fsetto a point thwee North 43 degrees
4I minutes 35 seconds West 110.91 fad to a point located at the southern comer of
the Gloria 7. Deamute and Nonnon E. Shepard property ae per Dead Book997, Page
14 0, dtenoe leaving the mid centerline of Ring Branch and with the eastern Deemtaa
and Shepard line Nort 30 degrees 45 mitmree 24 s=nde Fast 257.32 fact to an
existing iron pipe located at the common comer of the said De emu and Shepard
property and the McCager Bette property as pm Deed Book 927, Page 250, thence
with the eastern Bats line North 30 degrees 45 mfrnttes 24 aeconds Last 115.58 fact
to a act iron rod located at the common corm of the said Batts property and the said
Clayton property, liana with the eastern Clayton line North 30 degrees 45 minutes
24 sownde East 234.36 f6et w an existing iron pipe located at the common comer of
the said Clayton property and the said Dixon property, thence with the eastern Dbton
line North 30 degrees 45 minims 24 seconds Beat 128.14 tot to an existing iron pipe,
the point and plats] of begitmfng. Containing 20.487 acres, as surveyed by Charles
Freno!s Riggs, P.L.S. L-2991 on July 7, 2005. The wareas contained within are
correct in angular relationship end are refiamucadip NAD 83.
ncg x&

Jun-09-2006 10:45am From-MURCHISON TAYLOR ATTY
[phone] T-435 P.016/031 F-895
rota cam sr
CipTe O• � �CoU
V +,
♦ F.M EH.SWICEG000
ER Of SEEDS
FENDER COUNTY, NC,
1(0,� • „ � a�tYclt
W.in��i� 1J
Drafcwnan: DAYIp C. OT
f 107-C North aso n
i'.0. prewar 1
P.O.or-IV arth C 284a2
8(2713PG244
COUNTY VXVPMMR WARRANTY ORD
THIS DEED, made and entered this 8TH day of July, 2005, by and between,
MAIiIS S. HUFHAM (widow), {herein `Grantor"1, party of the first part; and, IDCNC NORTH
CAROLINA 1, L.L.C. a North Carollna Limited Liability Company ("Granter"), party of the
second part, whose mailing address Is:
401 City Avenue, Suite 710, gala Cynwyd, PA 18004
The designation Grantor and Grantee as used herein shall Include said parties, their hairs,
successors and assigns, and shell include arngular, plural, masculine, feminine or neuter as
required by context.
WITNESSETH
THAT the said Grantor, in consideration of the sum of TEN 1#10.00) tyULLARS, and
ather good and valuable considerations paid to it, receipt of which is hereby acknowledged,
has bargained and sold, and by these presents does hereby grant, bargain, sell and convey
unto the said Grantee all of following daeoribed lands pardelly located in the Town of Surf
City, Fender County, North Caroline, and more zdd
ulsrly dascrlhed as follows:
Being all of certain tract or p Pr
ow4r...
A'6
Townddp, Peader Ceadty, hetag
upon Exhibit A hereto numb P &
3JBJEC7 TO 2005 Peoier Coaaty loxes, appi4�
record, and am beat, county, state mud federal laws and
relative to the widm6, oecapseiq, subdivision, wage, crneractlon sad
dr v iq=ent of the shore Waperty,
M

Jun-09-2006 10:45am FrwAURCHISON TAYLOR ATTY
[phone] T-435 P.017/031 F-895
TO HAVE AND TO
together with all arg
obligatirals anti epp ii
Grantee, in fee simple,
Mi245
lands and premises,
easements, tenements, duties,
ar_de■,aooertalnlna unto the said
AND sold Grantor covenants with the Grantee th t%6 Grantor is seized in foe simple
of the above granted and desedbed premises, and has good right to sell and convey the same
In he simple, that the title is marketable and free and clear of all encun*ranoea, except as
herein set forth, and except for 2005 ad valorem taxes, and usual utility easements and
rights of way or record, and that gold Grantor will WARNANT and DEPEND the title to the
same against the lawful claims and demands of any and all persons whomsoever.
IN TESTIMONY WHERNW, the Grantor has caused this instrument to be executed in
its company name by its duly authorized membertmenagers who have hereunto set their
hands and seals all the day and year first above written.
S. MU (widow)
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVZR
X '10-horJi Al I it u„dup—1a Notary Public in and for the
aforesaid County and State do hareby certify that Marla S, ilothem (widow) personally appeared
befbre me this day and acknowledged tine due execudan of the foregoing instrument for the
purposes therein wgnssed.
WITNESS my band and notarial seal, this the '! day of Jtriy, 2005
`?A, �A,
My seer Expires: Notary Public,
d
(MMAnAL gam)
✓W YpiAilk FF�9�TA
L'.Wmm m nad aerdrWW rv(dMy D= ,n a
fig.
xa=CAN=
(Cram" ULL"t -it
411Wmw UL L ' AAmLe§-
2 ]ram S1Yri• �o a0oeOh

Jun-09-2006 10:45am Fran-MURCH150N TAYLOR ATTY [phone] T-435 P.018/631 F-895
'4t �.4 BK
91V"emk
UWW"a L
0
8MG ALL of that treed 000taining 20.487 acres, more cast q lying h 1 TOMMMp,
Pander County, North Caml*- said had being more patticalarIy dosaibed by corneas and
di3tence9 according to a survey dated July 7, 2005, by CharlesFumis Biggs, P.L.S. L-2981,
as Mows:
Commencing at a ant magnetic nail in the centerline inleraeetion of N.C.SA 1537
(titan Holloway Glnach Road, a 60' right-of-way) and. U.S. Highway 17, Thence
leaving said camotliae intersection Nash 75 dogtees 24 minutes 56 seconds East
454.16 feet to an existing iron pipe located in the eastern right-of-way line of U, S.
Highway 17, thence oontb wing with the said eastern do"f--way line of U.S.
Highway 17 North 64 degrees 49 minutes 22 seconds East 528.42 feet to an existing
iron pipe located at the common comer of the Nellie Moore property as per Deed
Book 456, Fags 216 and the Gloria J, Doermas and Nomtan E. Shepard property as
per Deed Book 997, Page 140, thence eoatmning with the aid eastern rigWof-nay
line of U.S. Highway 17 North 64 degcas24 minutes 12 seconds East 326.22 fen to
an existing iron pipe locatedat the westean cornet offm Oston G. Hardison and wilis
Jaqualine D. Hardison property as per Deed Hook 754, Page 755, thence vontmrting
with the said eastern right-of-way line of U.S. Highway 17 North 64 degrees 30
mitmtes 27 seconds East 129.95 fast to an existing iron pipe located st the common
coma of the said Osten property and this Will B. Tate and wile Maria A. Bate
property as per Deed Boob 746, Page 149, thence oontiming with the said eastom
right-of-way lime of U.3. Highway 17 North 64 degrees 50 minutes 15 seconds East
123.51 fMt to an existing irm pipe located at The comism tamer of fne said Tate
Property and the Vemon Clayton property as perDeed Book 1009, Page 294, thence
coaftu tg with the said eastern right-ofway line of U.S. Highway 17 North 64
degrees 11 minutes 29 seconds Hass 29.53 feet to a right-of-way dick, thence
caut hwim with the said eastern right-0f-way, line of U.S. Highway 17 North 64
degrees 11 minutes 29 woonds Hast 100.26 batto an existing iron pipe located stihe
common comer ofthe said Clayton properly and the James D. Damn property paper
Deed Beck 403, Page 105ironpipo being located South 49 degrees 31 minutes
04 second; s 3 N.C,G.S. Monument 'Tin 1984" having a
an casting of 2,425,229.36$ them leaving said
r ® and contiming with the said eastern tight o€way line of U.S.
y 17 tnioates 40r13T.s
Baet 138.73 Beet to an axiadng
v at the coouaon coir"d of theed Fa00k9 i,atight-oRwayEne Highway 17 and e said Deamua Hue tenth 48
degrees 56 minutes 14 seconds Hest 1218.47 fact to an existing iron pipe, and being
the TRUE POINT OF BEGINNING: thence from the above deacrlbed true point of
begimung and with the said Deartum line North 30 dogmas 45 mimtas 24 seconds
600612

Jun-09-2006 10:46am From-MURCHISON TAYLOR ATTY +910T636561 T-435 P.019/031 F-895
C 624 7
East131, V',b eomoroftheLcater
Bryant 8 a ook , with the Shepard
line horde degrees 45 menu 0.99 feet toa set iron rod locate
in tiro wcdcm comer of Lot 1 of the 3olom Fugate, asper MV Hook 31,
Page 90, thence leaving the said Shepard One and with the southern line ofuld Lot 1
and Lot 2 of the Solomon Hardison Estate South 54 degrees 48 minutes 59 seconds
East 389.93 feet to as existing iron rod tocated at Ste soatbera corner of Lot 2,
thence continuing along the said Hardison Estate lime South $4 degroes 48 minutes 59
seconds 700.67 feat to an existing iron rod located in the soutbem line of tba Nottie
Hardison property as per Dead Book 144 Page 265 and Map Book 31, Page 90,
thence with the said Hardison line South 54 degrees 49 mantes 59 seconds East
422.16 feet to a set iron rod located in the ceeterline of Icing Branch, thetas leaving
The said Hardison line and with the said centerline of Ring Branch the following
courses and distances: South 72 dogmas 12 minutes 44 seconds West 19.36 fact to a
point, thence South 65 degrees 46 minutes 43 seconds West 192.92 feet to a point,
thence South 83 degrees 12 minutes 25 seconds West 375.13 feet to a point, thane
North 89 degrees 59 minutes 46 seconds West 398.30 feet to a poitrty thence North
74 degrees 43 minutes 29 seconds West 113.86 &et to a point, t$eace North 80
dogma 14 minutes 33 seconds West571.89 feet to •point, theam1NDdh 43 degrees
41 minutes 35 seconds West 110,91 fed to a point located at the southernt corner of
The Gloria J. Deatmas and Norman E, Shepard property as per Deed Bock997, Page
140, taenoe leaving the said centerline of Rung Branch and with the eastern Dearman
and Shepard line North 30 degrees 45 ro nutaa 24 seconds Fast 257.32 feet to an
existing Iron pips located at the eo nrum comer of the said Dearmas and Shepard
property and the McCager Aatts property as per peed Book 927, Page 250, thence
with the castarn Batts lino North 30 degrees 45 mimates 24 seconds But 115.58 feet
to a act iron rod located at the common comer ofthe said Batt, property and the said
Clayton property, thence with tie eastern Clayton line North 30 degm® 45 minutes
24 sewade East 234.36 feet io an esdding iron pipe located atthe common comer of
the said Clayton property and the said Dixoapsopeny, thence with the eastern Dixon
line Notch 30 degrees 45 minute 24 seconds Fast 128.14 it et to an eadatingiron pips,
Ere point and place of beginning, Camiming 20.4g7 acres, as aurveyed by Chmies
Francis Rigga, P.L.S, L-2911 on July 7, 2005. The course* contained within are
oomzt in angular relationship and ed to NAD 83.
CT F
1 a�Easement.
o
�-
(1) Book 367, Page 605; (2) Book 214, Page
i 35; and ( �ader County Register of Deeds,
a /J
6050.2

Jun-09-2006 10:46am Fro "URCHISON TAYLOR ATTY +910T636561 T-435 P.020/031 F-895
nIn4 on"p90a,aa "K 2 7 21 Pa Q 91
�tatc A �
�p
�i
Lug In 0� GOOD � ��U
711
PFNDflq CORTY, HC
WAI,RRANTY DEED
r : MURCHISOIY, TAYLOR & GIBBON, PL.L.C,
6 North Fifth Avenue, Wihalson, NC 2MI
STATE OF WORM CAROLINA
COUNTY OF P
'"jiWtnc�e St A-TOtl•DQ �N9
TAX PARCEL:
THIS DUD, made this /q9' day of July, 7.005 by WA hetwoen,
VER14ON CLAYTON AND WD7, GL14A CLAYTON, herein, whedw one or mom called
GRANTORS, and DCMC NORTH CAROLINA 1y L.L.C., a North Cawlima limited liabiliy
company whose mailing address is 401 CIW Avenue, Suite 710, Bala Cynwyd, PA 19004 herein,
whcdm one or more, called GRANTER,
WITAIESS_ETH TKA:
TB E CRANTORS, for and in consideration oZpan!"In
of Tea Dollars ($10.00) uad oth
valuable considerations to them in hand paid by tite , the receipt w
acknowledged, have bargained and sold, aed by These by
unto ORANTEE, and its successors and assigns forever, tad +n
New Hanover County, North Ca vilne, described in E and/ , MR11 R �
hereia by ifs¢e:tce:
IM

Jun-09-2006 10:46am From-MURCHISON TAYLOR ATTY +91OT636561 T-435 P.021/031 F-895
=21 P63 10
SUBJECT TO all s of retard, all
govmnenland use racludiog zoning, subdivision
arm bbetidingg regaled #br eu eat years.
TO HAVE AND TO SOLD die above gran � property, together with all
and singular, the rights, privileges, easements, tenements and ccc theretunto belonging,
or is anywise appertaining unto the said GRANTEE, its successors and assigns, in fee simple,
iiorevtt.
AND THE GRANTORS, for themselves, their heirs, snoccoom and assigns, do
covenant to and with the said GRANTEE, its successors and assigns, that they are seized is fee
of the property described above; that thoy have good right to sell and convey the same in In
simple; *0 the same is free and clear from guy and all reat6adons, easements or encumbrances,
except those mentioned above; and that they will, and their, heirs, successors and assigns shall,
warrant and defend the title to the same against the lawful claims and demands of any and all
persons whomsoever.
IN TESTIMONY WHEREOF, the said 13RANTORS bsve heratnto set their hands as of
the day and year &et above written
VMMNULXYTON
GFftA CLAYTON
STATE OF �.�
COUNTY OF
I, .0. iL4MM=e ,.a Notary Public in and for the State and
County aforesaid, do certify that VF,RPTON CLA'YTON AND GERA a AYTON personally
appeared before me this day and a&nowledged the due execution. of the foregoing instrument,
WITNESS my hand and al seal this 1Y 41-UU IN
�y o my t1
My CommissionExpires• /o � ,
p,MR
O�� L
r
t>tl�dbitatmrel,'111i1�ligr 11,Q�,Q�J '��°�!;".. � �
„ wbRRRRNMON
tl

Jun-09-2006 10:47am From-MLIRCHISON TAYLOR ATTY [phone] T-435 P.022/031 F-895
t
6,725 Acre Tract on U.S. F1$ghwry 17
Topsail Township, Pander County, North Carolina
Commencing at a set magnetic nail in the centerline intmaectieo of N.C,S.14,1537 (Man Holloway
Church Road, a 60' right-of-way) and U.S. Highway, 17, thence leaving said centerline ktersection
Ncrth 75 degrees 24 minutes 56 seconds East 454.16 feet to an existing Iron pipe Toasted In the
eastern right- way line of U. S. Highway 17, thence continuing with the said eastartright-of way
line of U.S. Highway 17North 64 dogmas 49 minutes22 seconds East 529.42 fbdta an existing iron
pipe located at the common oormeroftheNellia Moore propertyas parDeed Back 456, Pap216 and
the Morin 1. Deatmns and Norman E. Shepard property as per Deed Book 997, Page 140, thane
continuingwidr the said essternrlgltt-of--wry, lineofU.S. Highway 17 Nm*64 degrees 24 minuus 12
seconds East 326.22 fast to an existing iron pipe legated at the western Corner of the Croton (1,
Hardison and wife Jhrgaeline D. t1anlison prolmly as per Deed Book 754, Page 755, tlnmea
coatinuingwilh the said eastern right -away line ofU,S, highway l7 North 64degmce30 minuW27
mcoods East 129.95 fact to an erdating iron pipe located at the common Comer of the said Oston
property ad to Will R. Tate and wife Maria A. Two property as par Deed Book 746, Page 140,
thence continuing with the said eastern rigi*of-way line of U.S. Highway 17 North 64 degrees 50
minutes 15 seconds East 123.51 hatto an a dofth oupipe located atthe northern corwafthe said
Tate property,aad being theTRU16 POINT OF BFiCiDMO: thancef nathe above described true
point of beginning leaving tie said eastern rightof-wry line ofU. 5. Highway 17 and with the said
Tate line South 49 degrees 12 minuics.43 seconds But 199.90 feet to an mdsting iron pipe, thence
continuing with the said Tate litre South 64 degrees 19 mhratas 47 seconds West 123.77 feet to an
existing iron stake boosted in the sotthern Comer of the Oston G. Hardiswt and wife, Jaquelim D.
Hardison propertyu per Dead Book 724, Fags 61, thence with thencrtheaatem Oston line South 49
degrees 18 minutes 00se¢ondsls'ast 129.40 fast to an existing iron pipe, thane continuing with the
said Oston Has South 49 degrees 08 minutes 23 seconds Bast 100.00 feet to a point located Ta the
northern camorof the 0stonG. Hardison and wife7aqualineD. Hardisoapropertyat per Deed Book
913, Page 192, thance with the northeastern Oston Una South 49 degrees 05 minutes 24 mconds Em
100.38 feet to a pond located in the Comaaoncorner af the said Oaten property and rate NloCgw Baas
property as per Dead Book 9227 2 ,thtcame ridtthenoNm r�eraBsttsftSouth 49t1gpu05
inutes06aecond f iron rod located inlhaweahxnlinaoftheFloyd Ilutiram
neNm*30dogreas45 minutes249eeondsEut234.36 fen
t"e��orr Rs6atadatibecommonComoro fthesaidIinfhamproperty endthaJames D.
(� n nary as per L 151, the= leaving the avid Hntham line and with the
"saldD' 9degreo04mice9ss06scsondsWest 503AOhot topahrythenccgcetieuing
with thasaid grata 0l minutes 0l seconds West 790.52 feat to an existing non
Pipe located in the: said a of -way 11na of U.S. Highway 17, sold existing iron pipe being
located South 49 degrsss 31 minutes 04 seconds West 111.99 fact froniN.C.G.S. Monument "Flea
1994" having a northing of 263,180.4903 and an casting of 2,425,229.362, thane leaving said
oxistingimn pipe and with the said owdom right-of-way line of U.S. Highway 17 Snadr64 degmea 11
mTnutes29 seconds West 100.26 iieetto a righFof-waydislc,thencocontinuing wkh sand costem right
of -way Mac of U.S. Highway 17 South 64 degres I I minutes 29 seconds West 29.53 feet to an
ratistingiron pipe, the point andpiaee ofbegitudag. Bdnga pwdon ofdm p n"dwerihad in Deed
Book 1009, Pago254 efthe Pander CammtyRogistry, Containing 6.725 acres, as surA*W by Charles
Francis Riggs, P.L.S. Tr2981 on duly 19, 2005. The wises contained wMinare correctin angular
relationship and are refereaeed to NAD 93.
Further, property descripuen mdudes mararfactured home which Grow= intend to be
treated as real property and which is described in Exhibit B (Declaration of Intent to Affix
the Manufactured Home to R A PropettyX attached hereto and incorporated herein by
reference.

Jun-09-2006 10:472m From-MURCHISON TAYLOR ATTY [phone] T-435 P.023/031 F-095
r( OK212 I P9312
NORTH CAROLINA Declaration of lotrnt
Tip Afrk the Manufactured H me
COUNTY OF FENDER to Raed &man
ant to N.W.S. 47. 40.71
The undersigned amen hereby certify and declare as follows:
6. We ere the owners of that certain manufechuvd home (llome) described as fbilaws:
Manufacturer - Make Redman
Year / Model or !;cries 1994 Stonebrook
Vehicle Identifmdon Number PFM00646 and PFM0D647
Serial Number 13902473
7. Said home hoe been or will be placed Vat Rest Property. which is owned by Owners pursuant to
deed recorded in Book 1009, Page 254, Pander Canty Repatry, more particularly described ae
follows (including tax parcel or map ident tieatlouk
a, it is Owners' express intension that Ike Banco be considered and treated as Real Property ibr all
purposes, and that any culwayances of or anumbrasces upon the Real Prop" shall include the
Dome me parmarneat improvement thereto.
9. Hither:
&__ (a) the Home hu ewer been titled by the North Caroliea Department of Treeaport cu36
Atvision of Motor Vehicles and the originai ma Trees Certificate of Origin U is or (X) Is
not attached, or
(b) the title has been surrendered and canceled by said Division of Motor Veddcies.
10. The Home his been or wt be listed, assessed property for ad valorem
tax* in the above County tfleom
a S. 105-473(13)) All
personal property taxes forF49 eve teen paid in tb11 pursuant
to N.C.Cr.8. I D5-355 umaQ
11. The following coasts the Hame•or Roal Property:
Owners covenant that this Declaration may be relied upon by landers, parcha=6 attorneys certifying two
to said property, Title Insurance companies inun tg title to said Real Property {ptoluding the home as a
55303

Jun-09-2006 10:47am From-MURCHISON TAYLOR ATTY [phone] T-435 P.024/031 F-895
8272
permanent improvement there a gt
�t r6& saawasom end assigns unless and
until an insihumettt sev n the aforesaid Registry.
Lei Wlnms d h.V ) and seal(sl tWs the y Of
5.
(SHAL)
4V-
men ton ((��,,,,� ���� OWNER
y �A� C�^:fT4'r �_ (SEAL)
Qena sue Clayton � OWNER
35303

Jun-09-2006 10:48an Fran-MURCH130N TAYLOR ATTY [phone] T-435 P-025/031 F-895
"Ing cwstx � =a BX 2 8 5 I PG 2 9 9
$34 .
�J0 llec snavelified
DEEDS l hit. coo"
' N T Y, NC beefs
lIN � �aaro-5ab4"i1�A o e b P Court{y,DTC
STATE OF NOWN CAROLINA
GENERAL WAURA111TY DM
OB PMER
VYlu�c9�w,nn
PLEASE TAKE 140MCIE; TMa Attorney preparing tpia instrument has made no record
search or title eaamtnatiom as to the property herein described, naless the some is skown by
hb written and signed cuWcate. Furdw, no tax advice of any nature bait been rendered
to the parties to this instrument
MAIL AFTER RECORDING# TO:
THIS INSTRUMENT WAS PREPARED BY. ROBERT W. KIIROY, PC
BRIEF DESCRIPTIONFOR THE INDEX:.5211 acres, Topsail Township
PARCEL I.A. N
I�VEF11fiE >is:AAdES S94
0.d0
TEAS DEM made this -QD-. day of December, M, by and between
GRANTOR: W1ILL IL TATE
mad Wide,
1YIARIA qpg4i�a5�1
A TA
G ROUNA I, L.L.C.
N nded Liability Company
v Aveeae, Suits 710
Bata PA 19101-1180
The designation Gzantor and Grantee as used herein shall induce said parties, their heirs,
successors, and assigns, and dM11 include singular, phual, tn"Wine, feminine or natter as
required by context.
--,

Jun-09-2006 70:48ain From-MURCHISON TAYLOR ATTY +910T636561 T-435 P.026/031 F-895
OX285 f PG3 XOnn
WIT BSETH, that the Grantor, for avaluable considerationp D I�
which is hereby ackawMedped, has and by these preseras
tut4o t �3reuieG in freo aiarple, all that certalrr tot or i>1 the city ftivrogrsm
Topsail TownWp, Pander County, Nortb Carolina eularl fallawa_
See attached Exhibit "A" which is incorporated by reference
as if fully set forth herein.
The lroPorly hereinabove described was acquired by Grantor by instrument recorded in Deed
Book 746 at Page 149, Pender County Registry.
A map slowing the above described properly is recorded in Plat Book, Pap,
TO HAVE AND TO MOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Orantea in fee simple.
And the Oraotar covenants with the titaatcc, that Grantor is scized of the premises in fee simple,
has the right to convey the same in fee simple, t6t dtla is marketable and free and elm of all
encumbrances, and that Gmlttor will warrant sad defend the title against the lawful claims of aft
persons whomsoever except for the mweptions htseioefl!er stated.
Title to the property hassinabove described is sttbject to the following mroeptions:
1. Ad valorem taxes for the year 2005 ad subsequent Yana,
2. General utility mviice aseatents and rights of way of record.
3. Restrictive covenants of record.
4. Local, county, state or federal governateut laws or regulations telative to
cavimttrnent, zornfil& subdivision, oocq=q, use or construction of the
subject property.
1N WITNHSS WHMOF, Orantor has hereunto set his hand and seal, the day and year
first a vmblun,
R. TATE
— do k: / d-A AL)
14ARU A. TATE

Jan-09-2006 10:48am From-MURCHISON TAYLOR ATTY
[phone] T-435 P.027/031 F-895
State of Nor& Carol BN 2 B 5 ! PG 3 !
County of
I, Notary Pub& for DAS1'1 — County, North
Carolina, certify that Mqu K. TA known to me or by providing Satisfactory
evidetxx of his identity iu the form of �] ✓t i to appeared before me this day,
adbwwledgiag to me that he voluntarily Signed the foregoing document for the purpose staled
theraia and in the capacity indicated.
Ai Ana the a day of December
'tea ��':�•�,r�`r, �'a.
—4 - NatatyPubGc
t ,rx My Commission Exp res' 1 a r l9 I3C1L�
State of Nortb Carolina
County of ��1ILdI.er
� r1 T rA i n Notary Public for _ ons 6kl County, North
Carolina, eft* that MARIA A. TATE• being perso"Ily known to me or by providing
satisfactory evidence ofher identity is the form of 9 C KIVen 1faw%& appeared before me
this day, SduwwledOM to me that she voluntarily signed the foregoing docmaer t for the
purpose Stud therein and in the capacity indicated.
Dated this dweR0 day of Aeeernber, 2005,
r' �,F� A7 NotaryPublic
S My Commission Expires; I D j l n lwoy'
The foregoing *N
This instnmtenVht
a cert
Page abown oa page
BY:
" 1 [dam certified to be correct.
the date Aud time and in the Book and
)M9 FOR PST Kill COUNW
DepsstylAsebtant- P41hftr of Deeds

Jun-09-2006 10:48am From-i1URCHlSON TAYLOR ATTY [phone] T-435 P.028/031 F-895
n (�_ BK2851 PG302
owrrshtA er County, North Carolina, and being more
Particularly descn'
Beginning at a acw iron pipe in ilia Sun eastern right of way line of U.S.
17, 50 feet from the centerline thereof, said Beginning point being located
South 43 degrees 49 minutes 45 seconds East 43.52 feet from the common
comer of Lot 3 and Lot 4 within the bounds ofU.S,17 as shown on a map
entitled "Map of Survey for James D. Jacobs" as accorded as an Exhibit
attached to the deed from Mary N. Dawson, Mdow, to Junes D. Jacobs
and Norman E. Shepard recorded in Book 479 st Fage 8 of rho Render
Cou* Registry; said beginning point also being located South 62 degrees
58 minutes 51 seconds West 239.50 fbet from N.C. Geodetic Survey
Traverse Station Fla which has N.A.D. 83 Grid Coordinates of North
10,217.571 meters and East 739,211.398 roctets, said station Flea being
located South 59 degrees 36 minutes 23 seconds West 1677.715 feet from
N.C. Geodetic Survey Traverse Station Cleanse. (bearing and distance
equality, Clenuie to Flea, N.C. (Irsd, XAD. 93, South 54 degrees 03
minutes 27.5 seconds West 511,366 meters or 1677,706 fbet); running
than", from said beginning point with the dividing Una between Lot 3 and
Lot 4 as shown on the above mentioned map, South 43 degrees 49 minutes
45 seconds East 200.00 feet to a new iron pipe; riming thence, South 69
degrees 40 minutes 42 seconds West 123.85 fbet to an exkftg iron stake
in the dividing line between Lot 2 and Lot 3 as shown on the above
mentiaaed rasp; naming the nt:e with said dividing line, North 43 degrees
46 irtitnrtes West 200.00 let to a new iron pipe in the above mentioned
Southeastern right of way line of U.S. 17, said new Iron pipe being located
South 43 degrees 46 minutes East 26.27 feet from tin common comer of
Lot 2 and Lot 3 within the bounds of U.S. 17 as shown on the above
mentioned tnep, said new iron pipe also being located a chord bearing and
distance along the above mentioned right of way lino of NoM 69 degrees
50 minutes 15 seaottds Bast 129.93 feet ffam an existing iron pipe at the
most Northern comer of 4j 1 or 95act "A' as shown on the above
mentioned map; n-2 WIMMIPM the above described last
new iton pipe, with the above m $otr
Ra
U.S. 17, an irregular ctrtve to tke t add
beginning or endue point a and distance of
North 69 degrees 43 shirr s 23.66 Lisp'
or last menntioaed aev► [ton ' �Ji%
The above described parcel contains approxisnetely 0.5211 Am and Is- a portion of the
above mentioned Lot 3. The above description was prepared by Jobnie C. t.3aarrar aeon,
Register Land Surveyor, No. L-1347 ftwo a new survey dated November 15, 1999 of the
lmuls conveyed from J.F. Jacobs and wife, Caroline Jacobs to C.A. Icing in Hook 215 at
ULM

Jun-09-2006 10:48am From-MURCHISON TAYLOR ATTY [phone] T-435 P.029/031 F-895
Page 514 and subsequWly from WWR" B.
7aeobs in Book 508 at Page 134. conveyed to W71 R Tate
and wife Maria A Tats s wife, Harry Dean,
Batts (single); and Cur ( , Harry lean
Batts and Curler Batts Clayton being the Daly c lying heirs of Lister
Batts) by that deed recorded in Book 746 at Page 148 of the omrty Registry.
For refereru:e purposes for source of tide, see: (1) Book 72, Page 168; (2) Book $4, Page
488; (3) Book 215, Page 314; (4) Book 344, Page 500; (5) Book 508, Page 134; (6) Book
704, Page 125, and (7) Book 746, Page 148, Peader County Register of Deeds.
xC
U�
• FFIC � L
QM3

Jun-09-2001i 10:49am From-MURCHISON TAYLOR ATTY
[phone] T-435 P.030/031 F-895
tmro:a couarr ec W.' ZIIt17e
u
$154.00
NQ�j�7jfA Fleal Estate
ExO
�} Enloe Tea �7Gtrl�s'
pW .� / U6 INT-J�—
by; rvlauea ]o9nr4a, Aftmy at Law
P. O. BCx 2G44
Tf C$y, NC 26445
to: unieiammft Avenza oo
N pyrn0e e
mhi I
Excise s/rO°
Ddef des of the Index
PEN7ER
Perval tdea116er Na:
V�
957PG082
�smdv
egix',F Of l
C0wd3; N
1 0.512 AC Tract (MS 41, Pg 112) 1
NORTH CAROLINA GFIGMAL WARRAN Ty DEED
TMS DRED, made this the 12th day of May, 20K by and between
sin yn T. Rochelle am Husband
James L.1Rochelle, Jr.
include
OCKC 1WU11 M CAROLIMA 1, L.I-.C.
A Notch Careliera
Utnited L1ablilly Company
Meiling Ad*m-.252 ladepandemea Elva., auk 104
tWlmlegma, NC 2p412
.u¢easora,
Lan 4, ^ideration paid by t� Grantee, the receipg of
which is hereby acknowledge, has an ents does grant, bargain, seta and convey
unto the Grantee in fee simple, all that certain lot or parcel of land situated in Pender Coumy,
North Carolina and more particularly described as follows:
Being all of that porOm of land containing 0512 acres, more or less , as shown on that
certain map recorded in Map Book 41, page 112, Slide 557, Fender County Registry,
reference to which made for a more particular description
3

Jun-09-2006 10:49am From-MURCHISON TAYLOR ATTY [phone] T-435 P.031/031 F-895
2957P W�
THE PROPERTY HERMAROVF de or
tavorded In Book at page at the RcJ O de
v O
TO HAVE AND TO ROTA the daressid lot at pare] of land and all Pdv
appurtenams then:to belonging to the Grantee in fee $iMplc.
AND THE GRANTOR COVENAP(TS 11VlCH THE Grantee that Grantor is seized of
the premises In fee simple, has the right to convey the same in fee simple, that We is marketable
and free and dear of all encinnbranc es, and that Grantor will warrant and defend the title against
the lawful claims Of all persons whomsoever except for the exceptions hereinafter stated.
Tick to the property hete#ratbove deacnkd is Subject; to the following exceptions:
1. Rights of way and aesemetrts of record, if any.
2. Zoning andlat subdivision ordinances and regulations, if any.
3. Reatrictive covenants of record, if any.
4. Ad valorean taxes for 2006 and subaequeatysats.
IN WITNESS WHEREOF, the Grantor has herenuo set his had and seal tha day and
year first above written.
1VIy . Rochelle, Grantor
�Q
Jaatea L., elle, r., Gtxofo
STATE OF NORTH CAR01]ItiA
COUNTY OF PENDER
I, Maury Johnson, It Notary Public of the County and State aforesaid, cerdty that Myra T.
Rochelle and James L. Raehelle, Jr., Grantors Personaily appealed before me this day, and I
have seen satisfactory evidence of a of their identities with photograph in the farm of current
driven license. Each 1 ledged to me that he/ she voluntarily signed the foregoing
ent
C0,4y harmal this P- day of May, 2W6.
U&Q'/�j�-
'-!M4iigwcua Notary Public
Expires: L r -7

ENVIRONMENTAL SERVICES, INC.
524 S. NEW HOPE ROAD
RALEIGH. NORTH CAROLINA 27e10
919-212-1760 • FAX [phone]
www.esinc.ce
30 May 2006
Mr. Rob Walker, E.I.
Cavanaugh & Associates, P.A.
130 North Front Street, Suite 202
Wilmington, NC 28401
Re: Turtle Creek Phase 1 ESI Project # ER06-043.01
Soil Evaluation
Pender County, North Carolina
Dear Mr. Walker:
On 10 and 11 May 2006, Environmental Services, Inc., (ESI) conducted soil evaluations for six proposed
areas for stormwater disposal within Phase I of the Turtle Creek project located near Surf City, Pender
County, North Carolina. This evaluation included the advancement of hand -auger borings throughout the
site In areas previously determined to be non jurisdictional areas. These evaluations included determining
the depth to seasonal high water table (SHWT) as well as a determining infiltration rates by conducting
fit -situ saturated hydraulic conductivity (K..� tests.
Available information reviewed prior to the field investigation included. the U.S. Department of
Agriculture Soil Survey of Pender County, North Carolina and the United States Geological Survey
(USGS) 7.5-minute topographic quadrangle (Holly Ridge, NC). The areas of the site evaluated are
mapped as Onslow loamy fine sand (On) and Marvyn and Craven soils (McQ based on the Soil Survey of
Pender County, North Carolina.
Soil Evaluation)
Soil borings were advanced to a depth of greater than 60 inches below the ground surface (BGS) across
the project site. The borings were characterized for the following criteria: texture; color; structure; soil
depth; depth and thickness of any restrictive horizon(s) if present; depth (if present) of a SHWT; and
topography and landscape position.
Evaluation Areas 1 through 5
Soils within the areas 1 through 5 are generally similar to the Onslow loamy fine sand series. These areas
are generally at the transition between the Onslow and Marvyn soil series and may contain inclusions of
Marvyn soils. The surface horizons extend to depths ranging from 8 to 10 inches BGS with textures
generally consisting of loamy fine sand. Soil structure within the surface horizons is generally weak
medium granular, The subsurface horizons extend from depths ranging from 8 to 10 inches BGS to 15 to
28 inches BGS with textures generally consisting of loamy fine sand. Soil structure within the subsurface
horizons is generally weak medium granular. Scattered concretions were observed within the subsurface
horizons. The subsoil horizons extend from 15 to 28 inches to depths greater than 60 inches BGS with
textures generally ranging from fine sandy loam to sandy clay loam. Soil structure within these horizons
ranges from weak medium granular to weak fine subangular blocky.
IACRSONvrLLE • ST. AUGUSTINE • CQCOA • JUPITER • DESTIN • SAVANNAH • ATLANTA • RALEIGH • CHARLOTTE • ASHEVILLE

ENVIRONMENTAL SERVICES, INC.
Turtle Creek Phase I
Soil Evaluation
30 May 2006
Page 2 of 3
Restrictive horizons were not observed within 60 inches of the soil surface within the areas evaluated.
Evidence of a SHWT was observed at depths ranging from 24 to 33 inches BGS. Topography within
these areas is generally flat to moderately sloping with slopes ranging from 0 to 5%.
Ei valuation Area 6
Soils within area 6 are generally similar to the Woodington fine sandy loam series. The surface horizons
extend to a depth of 12 inches BGS with textures generally consisting of fine sandy loam. Soil structure
within the surface horizons is generally weak medium granular. The subsurface horizons extend from
depths ranging from 12 inches to greater than 60 inches BGS with textures generally consisting of fine
sandy loam. Soil structure within the subsurface horizons is generally weak medium granular.
Restrictive horizons were not observed within 60 inches of the soil surface within the areas evaluated.
Evidence of a SHWT was observed within 12 inches of the soil surface. Topography within these areas is
generally flat with slopes ranging from 0 to 2%.
An on -site soil evaluation was conducted on 25 May 2006 with Mr. Vincent Lewis of the N.C,
Department of l3-nvironment Enid Natural Resources (NCDENR) -- Division of Soil and Water
Conservation. The SHWT depths, as approved by Mr. Lewis, are listed below in Table 1.
n____--_.
cable 1. owasolmit R!L •f AF=.F i6&!= i.M wu
Soil ftring at Test Location
Seasonal ]ffi h Water Table De the inches BGS)
NO 1
30
1K..t 2
28
28
ywt3
..t 4
33
t 5
24
.t 6
a2
Sochi BoAy 7*
24
L f Z. NCDENR
*Soil boring and SHWT determination conducted during field visit wrtb Mr. Vincent ewts o
Division of soil and Water Conservation
Infiltration Rates
infiltration rates were measured at six locations on the project site. K., measurements were conducted
with a compact constant head permeameter (cchp). These measurements were conducted at soil depths
ranging from 17 inches to 28 inches BGS. The measurement locations were areas that may be potentially
used for wastewater infiltration basins and/or storinwater infiltration devices. A detailed soil profile
description was completed at each test location.
The in -sitar Kent values were calculated based on field measurements using the Glover Equation. Kt
measurements ranged from 7.75 gallons/day/square-foot (gpd/fP) to 72.15 gpd/fe [0.52 inclnes/hour
(in/hr) to 4.82 in/hr].
Table 2 summarizes the in -situ Ke.t measurements for each location and includes: location; depth and
ltorizon; hydraulic conductivity test method used; and conductivity measurement at each location.

ENVIRONMENTAL SERVICES, INC.
Turtle Creek Phase I
Soil Evaluation
30 May 2006
Page 3 of 3
m_�t_ w �.. ..Sr.. C..+.. »..�...7 L?...1.•nwlin Cnnrini•#ivi#v MASfYY1PP.11]@nfA
Conductivity Test
Number
DeptWHoriwn
(inches DGS)
Method
Result
d/ft
inlhr
1
28/13
in Situ cch
38.19
2.55
2
1SB
In Situ ccL
72.15
4.82
3
21B
InSitu cch
26.81
1.79
4
28/11
b:-Silo cch)
59.33
3.96
5
19B
In -Situ (echo
44.71
2S9
6
17/13
in -Situ cell
7.75
0.52
A soil boring to confirm the SHWT depth was conducted on 25 May 2006 at Soil Boring 7 (Figure 1).
The infiltration rate measurement has not been conducted at the time of the submittal of this report.
Conclusion
ESI evaluated soil borings and conducted saturated hydraulic conductivity tests in six locations in areas
proposed for stormwater infiltration galleries. Evidence a SHWT was observed at depths ranging from 24
to 33 inches BGS at Soil Borings 1 through 5 and Boring?, Evidence of a SHWT was observed within
12 inches of the soils surface at Soil Boring 6. Kg measurements ranged from 7.75 gpd/ftz to 72.15
gpd1W (0.52 in/hr to 4.82 in/hr).
Thank you for allowing ESI to be of service to Cavanaugh & Associates, P.A. Please call me if you have
any questions.
Sincerely,
ENVIRONMENTAL SERVICES, INC.
Josh Witherspoon, LSS
Senior Scientist
Attachments: Soil Boring and K,,, test location 'nap

d 1-7 5 f L30�crje_A O cys - U C�orw cri--
22 'b, pk X I Liam SC a t o
at �► es-11, ACDENR
f1 a North Carolina Department of Environment and Natural Resources '
2 T D o+C lr C.5 127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Express Permit Review 6 ��)
Request for Ex
P 2r
FILL-IN all information below and CHECK required Permit(s). 5 ZS
FAX or email to Cameron. Weeve►Comcmail.net along with a narrative and vicinity man of the project loc ion.
Projects must be submitted by 8:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name TOM Miner
Company DCNC North C6rol i.na,-1�1,C
Address 401 City Ave. Syiit_p _'71 p CltylState ;ia.l a Cynwyd.. FA Zip 19OD4 County
Phone (610) E1�-yr0� (G10) G17-9933
Fax_.`.__..._ _ Email
PROJECT Name_ The villages at 'Turtle creek
PROJECT SYSTEMS) TRIBUTARY TO,,,, Lpcky e c-, Fex (STREAM NAME) _Cape
...Fear RIVER BASIN
ENGINEER/CONSULTANT
Company Cavanaugh & Anson atPF.
Address,.,,, 130 North Prone. SLrt+e.L City/State,., ,i)mingron, Nc Zit) saa D.1 Count New Hanover
Phone [phone] Fax (9a0) 3.42-4612 Email rob. walkerwcavanaughFplutipri,,.Com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes Fj`No
❑ STREAM ORIGIN Determination; # of stream calls; Stream Name
----_----------.... —............
[STORMWATER
---------=--------------------------------- ----------------------------------------------------_..
�
&Kow Density High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
O'COASTAL --
— - - -
❑ Excavation & Fill El & Culverts ❑ Structures Information - -
MANAGEMENT
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
-------------------------- ----
ND QUALITY
---------------------------- ---............. —... ------- —----- ---------------
❑ Erosion and Sedimentation Control Plan with 45 acres to be disturbed.
WETLANDS (401)
------ -------------------------------------------------------_-------------------------------
Wetlands on Property [�es ❑ o Isolated Wetlands on Property 0 yes ❑ No
Check a# that apply
Wetlands Will Be Impacted [r Yes ❑ No \ Wetland Impacts: _.Z Acre(s)
Wetlands Delineation has been completed [✓ Yes ❑ No ❑ Buffers Impacted; Acre(s)
USA COE Approval of Delineation completed ❑ Yes �o
404 Application in process w/USACOE ❑Yes ONO / Permit received from USACE []Yes ONO
401 Application required ❑Yes ❑ No If Yes, El Regular ❑ Express
.—......-..---------------------------------- ----._....----__-------------- ----------
Additional fees, not to exceed 50% of the original Express Review permit application fee, may 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 $
Sd WdZz:zo 90ez Lz 'uer ZT9t?zGC0TG: 'ON Xdd S31UI3OSSV8 HonUNUnUD: WONJ

G
CAVANAU G H
Solutions through intcxrhy and portndrship
January 25, 2006
Cameron Weaver
Express Permit Coordinator
North Carolina Department of Environment
And Natural Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405
Re: The Villages at Turtle Creek
Dear Cameron:
We are currently working on a residential development project located in Pender
County. As we are moving forward with the design, we feel that it would be beneficial at
this time to have a scoping meeting to present the conceptual plans and discuss any
potential complications associated with the project.
The project site .is approximately 0.9 miles from the intersection of NC Hwy 210 and
Hwy 50 in the Town of Surf City (see maps below). The property is bounded by US
Hwy 17 to the north, NC Hwy 210 to the south, Lodge Hall Road to the west and
Atkinson Loop Road to the East.
The Villages at Turtle Creek is planned. to be a mixed -use development, incorporating
both single-family and multi -family residential uses. The project contains, as designed,
223 single-family lots, ranging in size from 7,500 square feet to just under 23,000 square
feet, 182 multi -family units, and 44 duplex units.
The Villages at Turtle Creek will provide its residents with public water and public sewer
utilities that will be constructed in accordance with the requirements of the Town of Surf
City. All public utilities will be dedicated and conveyed to the Town of Surf City.
The subject property borders Becky's Creek, a tidal water body that is classified as SA.
In light of this we think it would be a good idea to have a representative of CAMA
present, in addition to representatives of DWQ and LQ.
ed Wd9Z:Z0 900Z zZ 'UEf eT9vZ6£0T6: 'ON XUA S31dIDOSS68 HonUNdnUD: WONA

Please review this narrative with the attached "Request for Scoping Meeting" and
schedule a meeting with the appropriate DENR personal at your earliest convenience.
Your time in reviewing this documentation and scheduling of this meeting is
appreciated.
Thank you for your attention to this matter.
Regards,
Robert A. Walker, E.I.
Ed Wd9Z:Z0 90OZ zZ 'u'ef ZZ917MROT6: 'ON Xtid S31bIDOSSM Honwunuo: wodi

1'
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,p. 1

r� LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LMTED LIABILITY COMPANY: Dilsheimer Communities of North Carolina, L.L.C.
SOSID: 0757657
Date Filed: 3/16/200511:28 AM
Elaine F. Marshall
North Carolina Secretary of State
STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0757657 FEDERAL EMPLOYER ID NUMBER: 20-2224826
NATURE OF BUSINESS: Land Developer
REGISTERED AGENT: Corporation Service Company
REGISTERED OFFICE MAILING ADDRESS: 327 Hillsborough Street
Raleigh, NC 27603
REGISTERED OFFICE STREET ADDRESS: 327 Hillsborough Street
Raleigh, NC 27603 County: Wake
PRINCIPAL OFFICE TELEPHONE NUMBER: 610-617-9700
PRINCIPAL OFFICE MAILING ADDRESS: 401 City Avenue
Suite 710
Bala Cynwyd, PA 19004
PRINCIPAL OFFICE STREET ADDRESS: 401 City Avenue
Suite 710
Bala Cynwyd, PA 19004
MANAGERS/MEMBERS/ORGANIZERS:
Mr. Brian D. Dilsheimer Mr. Thomas S Dilsheimer Mr. Maurice Johnson Mr. James B. Dilsheimer
Title: Manager Title: Vice President/assistant Secret&*e: Vice Presidentltreasurer Tit1e: Vice President
401 City Ave. 401 City Ave. 401 City Ave. 401 City Ave.
Suite 710 Suite 710 Suite 710 Suite 710
Bala Cynwyd, PA 19004 Bala Cynwyd, PA 19004 Bala Cynwyd, PA 19004 Bala Cynwyd, PA 19004
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Mr. Thomas S. Dilsheimer
3/16/2005
FORM MUST BE SIGNED BY A MANAGER/MEMBER DATE
Mr. Thomas S. Dilsheimer Manager/Member
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: E-Paid Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

OPERATING AGREEMENT
OF
DCNC NORTH CAROLINA I, L.L.C.
(a North Carolina Limited Liability Company)
PHL.:5055848.1/DIL007-212831

ARTICLE I GENERAL PROVISIONS..................................................................................... 1
Section1.1
Name............................................................................................................1
Section 1.2
Registered Office and Agent........................................................................1
Section1.3
General Purpose...........................................................................................2
ARTICLEII CAPITAL...............................................................................................................
2
Section 2.1
Capital Contributions...................................................................................2
ARTICLE III DEFIIVITIONS.....................................................................................................
3
Section 3.1
Capitalized Terms........................................................................................3
Section3.2
Schedules.....................................................................................................3
Section3.3
Terms...........................................................................................................3
ARTICLE IV AL&NAGEMENT................................................................................................
11
Section4.1
The Manager..............................................................................................11
Section 4.2
Manager as Authorized Representative.....................................................11
Section 4.3
Manager's Compensation..........................................................................11
Section 4.4
Term of Manager.......................................................................................12
Section 4.5
Authority and Powers of Managers...........................................................12
Section 4.6
Certificate of Authority..............................................................................15
Section 4.7
Restrictions on Authority of the Managers................................................15
Section 4.8
Action By Managers..................................................................................16
Section 4.9
Binding Effect of Actions..........................................................................16
Section 4.10
Effect or Withdrawal..................................................................................17
Section 4.11
Limitation on Liability of Managers; Indemnification..............................17
Section ^.117
2
Exes ....................................................................................................—
r
PHL:5055848.1/DIL007-212831 i

ARTICLEV TERM................................................................................................................... 18
ARTICLE VI ACTIONS BY MEMBERS................................................................................ 18
Section 6.1 No Member May Subject Another Member to Personal Liability ............18
Section 6.2 Member Not Liable For Obligation of Company......................................18
Section 6.3 Manner of Acting......................................................................................19
Section 6.4 Adverse Tax Actions..................................................................................19
ARTICLE VII DISSOCIATION............................................................................................... 19
Section 7.1 Events of Dissociation...............................................................................19
Section 7.2 Effect of Dissociation................................................................................21
ARTICLE VIII BOOKS AND RECORDS.............................................................................. 21
Section 8.1 Books and Records....................................................................................21
Section 8.2 Company Funds.........................................................................................21
Section 8.3 Availability of Information........................................................................21
Section8.4 Reports.......................................................................................................21
ARTICLEIX VOTING.......................................................................................................... 21
Section9.1 Voting Right...............................................................................................21
Section 9.2 Manner of Voting......................................................................................21
ARTICLE X CAPITAL CONTRIBUTIONS.......................................................................... 21
Section10.1 Amounts.....................................................................................................21
Section 10.2 Limit on Contributions and Loans.............................................................21
ARTICLE XI CAPITAL ACCOUNTS.................................................................................... 21
Section l 1.1 Separate Capital Account...........................................................................21
ARTICLE XII TRANSFERS OF INTERESTS; ADMISSION OF ADDITIONAL
MEMBER........................................................................................................................ 21
PHL:5055848.I/DIL007-212831 ii

Section 12.1
Restrictions on Transfer of Interests..........................................................21
Section 12.2
Restrictions on Transfer of Shares of RDNC............................................21
Section 12.3
Transfers Upon the Death or Incompetence of a Member or
InterestHolder...........................................................................................21
Section 12.4
Transfers of Shares of RDNC upon the Death or Incompetence of
Richard.......................................................................................................21
Section 12.5
Qualified Transferee..................................................................................21
Section 12.6
Admission of Additional Members............................................................21
Section 12.7
Prohibited Transfers...................................................................................21
Section 12.8
Notice to be Provided Company and Other Members...............................21
ARTICLE XIII GUARANTEED PAYMENT.........................................................................
21
ARTICLE XIV ALLOCATION OF NET INCOME OR NET LOSS ...................................
21
Section 14.1
`Net Income" or "Net Loss"......................................................................21
Section 14.2
General Allocation of Net Income and Net Loss.......................................21
Section 14.3
Special Allocations....................................................................................21
Section 14.4
Tax Allocations..........................................................................................21
Section 14.5
Allocations and Distributions with Respect to Percentage Interests
Transferred.................................................................................................21
ARTICLE XV DISTRIBUTIONS.............................................................................................
21
Section 15.1
General Rule..............................................................................................21
Section 15.2
Tax Distribution.........................................................................................21
Section 15.3
Tax Withholding........................................................................................21
ARTICLE XVI [OTHER INTERESTS OF MEMBERS .....................
ARTICLE XVII RETURN OF CAPITAL...............................................................................
21
ARTICLE XVIII DISSOLUTION............................................................................................
21
PBL:5055848.1/DIIA07-212831 iii

Section 18.1 Events Causing Dissolution.......................................................................21
Section 18.2 Termination................................................................................................21
Section 18.3 Liquidation.................................................................................................21
Section 18.4 Filing and Notice........................................................................................21
Section 18.5
Distributions in Kind..................................................................................21
Section 18.6
Limitation on Liability...............................................................................21
Section 18.7
Statement from Accountant.......................................................................21
Section 18.8
Certificate of Cancellation.........................................................................21
ARTICLEMIX TAX MATTERS..............................................................................................
21
Section19.1
Tax Elections.............................................................................................21
Section 19.2
Tax Matters Partner....................................................................................21
ARTICLE XX LIMITED LIABILITY OF MANAGERS AND MEMBERS ......................
21
ARTICLE XXI INDEMNIFICATION.....................................................................................
21
Section 21.1
Indemnification of Covered Persons..........................................................21
Section 21.2
Right to Advancement of Expenses...........................................................21
Section 21.3
Non -Exclusivity of Rights.........................................................................21
Section 21.4
Amendment or Repeal of this Article XXI................................................21
Section21.5
Changes in Law..........................................................................................21
Section 21.6
Applicability..............................................................................................21
ARTICLE 3MI AMENDMENTS OR MODIFICATIONS...................................................
21
ARTICLE XXIII SPECIFIC PERFORMANCE.....................................................................
21
ARTICLE XXIV MISCELLANEOUS.....................................................................................
21
Section 24.1
Indulgences, Etc.........................................................................................21
Section 24.2
Controlling Law.........................................................................................21
PHL:5055848.11DIL007-212831 iv

Section24.3 Notices.......................................................................................................21
Section 24.4 Good Faith and Fair'"eating ......................................................................21
Section 24.5
Binding Nature of Agreement....................................................................21
Section 24.6
Execution in Counterparts..........................................................................21
Section 24.7
Entire Agreement.......................................................................................21
Section24.8
Headings....................................................................................................21
Section 24.9
Number and Gender, Etc............................................................................21
Section 24.10
Number of Days.........................................................................................21
Section 24.11
Assurances.................................................................................................21
Section 24.12
Estoppel Certificate....................................................................................21
Section 24.13
Appointment of Managers as Attorney-in-Fact.........................................21
Section 24.14
Binding Provisions.....................................................................................21
Section 24.15
Separability of Provisions..........................................................................21
Section 24.16
Interpretation..............................................................................................21
Section 24.17
Waiver of Jury Trial...................................................................................21
PHL.5055848.1/DIL007-212831 v

OPERATING AGREEMENT
OF
DCNC NORTH CAROLINA I, L.L.C.
a North Carolina limited liability company
THIS OPERATING AGREEMENT of DCNC NORTH CAROLINA I, L.L.C. (the
"Company") is made and entered into this')" day of 2005, by and among
RD North Carolina No. 1, Inc., a North Carolina corporation (` NC" ), Robert A. Dilsheimer
("Robert"), Thomas S. Dilsheimer C"Thomas's, Brian D. Dilsheimer ("Brian") and J.B.
Dilsheimer ("J.B."), for the purposes of providing for the rights, obligations, and restrictions as
set forth in this Operating Agreement with the force and effect of an operating agreement as
provided for by the North Carolina Limited Liability Company Act (the "Act',
In consideration of the mutual promises made in this Operating Agreement and with
intent of each of parties to be legally bound, the parties agree to manage and operate the
Company pursuant to this Operating Agreement as follows:
ARTICLE I
GENERAL PROVISIONS
Section 1.1 Name. The name of the company is DCNC NORTH CAROLINA I, L.L.C.
Section 1.2, Registered Office and Agent.
(a) Initial Office and Agent. The principal place of business of the Company
and the Company's Registered Office shall initially c/o Corporation Services Company; 327
Hillsborough Street, Raleigh, North Carolina, 27603.
(b) Changes. If the then -current Registered Agent resigns or is removed, the
Managers shall appoint a replacement Registered Agent.
(c) Filing on. Change. Upon the appointment of a new Registered Agent or
the change of the Registered Office, the Managers shall file or cause the filing of the document
required by the Act as appropriate to the circumstances.
Section 1.3 General Purpose. The Company's general purpose and business is
directly or indirectly owning, improving, holding, selling, leasing, transferring, exchanging,
operating and managing real. estate and any houses or other improvements it or others construct
on such real estate and owning, operating, managing and otherwise dealing in interests in other
entities including other limited liability companies owning, managing and dealing in other real
and personal property of all types and mi . any :location and from time to time borrowing money
for any Company purpose and transacting any and all lawful business for which a limited
liability company may be organized under the laws of the State of North. Carolina.
P'HL:5055848.1/I HM7 212831

IN WITNESS WHEREOF, the undersigned have duly executed this Operating
Agreement of DCNC NORTH CAROL INA I, L.L.C. as of the day and .date first above written.
(SEAL)
(SEAL)
NON-MEMBER MANAGER:
DILSHEIMER COMMUNITIES OF
NORTH
CA, L.L.C.
By:rian ilsheimer,
Manager
PHL:5055848.1/D"07212831 26

SCHEDULE A
MEMBERS OF THE COMPANY
Member Address Initial Capital Percentage
Contribution Interest
1.
RD North Carolina No.
c/o Richard H. Dilsheimer
1,
Inc.
401 City Avenue
Suite 710 $
48%
Bala Cynwyd, PA 19004
2.
Robert A. Dilsheimer
Robert A. Dilsheimer
401 City Avenue
Suite 710 $
34%
Bala Cynwyd, PA 19004
3.
Thomas S. Dilsheimer
Thomas S. Dilsheimer,
401 City Avenue
Suite 710 $
6%
Bala Cynwyd, PA 19004
4.
Brian D. Dilsheimer
Brian D. Dilsheimer,
401 City Avenue
Suite 710 N/A
6%
Bala Cynwyd, PA 19004
_
5.
J.B. Dilsheimer
J.B. Dilsheimer
401 City Avenue
Suite 710 N/A
6%
Bala Cynwyd, PA 19004
PHL:5055848.1/DII.007-212831 27

f
SOSID: 757657
Date Filed: 12/17/200412:10:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200435100458
State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to § 57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby
submit these Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is:
Dilsbeimer Communities of North Carolina, L.L.C.
./ If the limited liability company is to be dissolved by a specific date, the latest date on
which the limited liability company is to dissolve (If no date for dissolution is specified,
there shall be no limit on the duration of the limited liability company.)
3. The name and address of each person executing these articles of organization is as
follows: (State whether each person is executing these articles of organization in the
capacity ofamember,organizer orboth). Bonnie S. Sander, Organizer
1650 Arch Street, 22nd Floor
Philadelphia, PA 19103
4. The street address and county of the initial registered office of the limited liability
company is:
Number and Street: 327 Hillsborough Street
City, State, Zip Code: Raleigh. NC 27603 County:Wake
5. The mailing address, if different from the street address, of the initial registered office is:
6. The name of the initial registered agent is: Corporation Service Company
7. Principal Office Information: (Select either a or b)
a. XXX _ The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street: 401 City Avenue. Suite 710
City, State, Zip Code: Bala Cynwyd, PA 19004 County: Montgomery
The mailing address, ifdiferent from the street address, of the principal office of the
corporation is:
PH L:50477IS. I /DI IA07-212831

b. The limited liability company does not have a principal office.
S. Check one of the following:
(i) Member -managed LLC: all members by virtue of their status as members shall
be managers of this limited liability company
XX (ii) Manager -managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a),
the members of this limited liability company shall not be managers by virtue of their
status as members.
9. Any other provisions which the limited liability company elects to include are attached.
10. These articles will be effective upon filing, unless a date and/or time is specified:
This is the loth day of December, 2004
Dilsheimer Communities of North Carolina. L.L.C.
&NAR,i i- .
Bonnie S. Sander, Organizer
Type or Print Name and Title
PHI«5047718.1/DIL007-212631 - 2 -

1 c _ SOSID: 757642
I (� (> C O Date Filed: 12/17/200411:07:00 AM
Elaine F. Marshall
pWV'j n (� (�� d North Carolina Secretary of State
C200435100456
(S State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to § 57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby
submit these Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is:
DCNC North Carolina I, L.L.C.
2. If the limited liability company is to be dissolved by a specific date, the latest date on
which the limited liability company is to dissolve (If no date for dissolution is specified,
there shall be no limit on the duration of the limited liability company.)
3. The name and address of each person executing these articles of organization is as
follows: (State whether each person is executing these articles of organization in the
capacity of a member, organizer or both), Bonnie S. Sander, Organizer
1650 Arch Street, 22nd Floor
Philadelphia, PA 19103
4. The street address and county of the initial registered office of the limited liability
company is:
Number and Street: 327 Hillsborough Street
City, State, Zip Code: Raleigh, NC 27603 County:Wake
The mailing address, if dfferent from the street address, of the initial registered office is:
The name of the initial registered agent is: Corporation Service CoWany
7. Principal Office Information: (Select either a or b)
a. XX The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street: 401 City Avenue. Suite 710
City, State, Zip Code: Bala Cynwyd. PA 19004 County: Montgomery
The mailing address, if dfferent from the street address, of the principal office of the
corporation is:
PHL:5047816. VDIL007.212831

b. The limited liability company does not have a principal office.
8. Check one of the following:
(i) Member -managed LLC: all members by virtue of their status as members shall
be managers of this limited liability company
XX (ii) Manager -managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a),
the members of this limited liability company shall not be managers by virtue of their
status as members,
9. Any other provisions which the limited liability company elects to include are attached.
10. These articles will be effective upon filing, unless a date and/or time is specified:
This is the I (p— day of , 2004
DCNC North Carolina 1, L.L.C.
Bonnie S. Sander. Organizer _
Type or Print Name and Title
PHL:5047816.1/DI[007-212831 - 2 -