SW8060949_Historical File_20071203

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
December 3, 2007
Brian Dilsheimer, member/Manager
DCNC North Carolina I, LLC
2328 Independence Blvd. Suite 104
Wilmington, NC 28412
Subject: Stormwater Permit No. SW8 060949
The Villages at Turtle Creek Phase 3
High Density Subdivision Project
Pender County
Dear Mr. Dilsheimer:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for The Villages at Turtle Creek Phase 3 on October 19, 2007. 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 21-1.1000. We are forwarding Permit No.
SW8 060949, dated December 3, 2007, for the construction of the subject project.
This permit shall be effective from the date of issuance until December 3, 2017, 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 sixty (60) days
following receipt of this permit. This, request must be in the form of a written petition,
conforming to.Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Linda Lewis, or me at [phone].
Sinc y;
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl: S:IWQSISTORMWATERIPERMIT1060949.dec07
cc: Eric Tomczak; P.E., Cavanaugh & Associates
Pender County Planning Department
Linda Lewis
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone]
Wilmington Regional Office Internet: www.newatergualily.org Fax [phone]
N�oortthhCarolina
Naturally
Customer Service
1-877-623-6748
An Equal OpportunitylAffi native Action Employer— 50% Recycledl10% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 060949
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
Brian Dilsheimer and DCNC North Carolina 1, LLC
The Villages at Turtle Creek Phase 3
NC 210 at Lodge Hall Road, Sun` City, Pender County
FOR THE
construction, operation and maintenance of three (3) infiltration basins in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting data
as attached and on file with and approved by the Division of Water Quality and considered
a part of this permit.
This permit shall be effective from the date of issuance until December 3, 2017 and shall be
subject to the following specified conditions and limitations:
I. (DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The subdivision is
permitted for 53 lots, each allowed a maximum amount of built -upon area as
described in Section 11.15 (f) of this permit.
3. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
4. The basin must be operated with a 50' vegetated filter.
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.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 060949
The following design elements have been approved for the three infiltration basin
stormwater facilities, and must be provided in the system at all times.
a
31
C.
d.
e.
f
h.
i
j•
k.
I.
M.
n.
Drainage Area, acres:
Onsite, ft :
Offsite, ft2:
Total Impervious Surfaces, ft2:
Lots, ft2:
Roads/Parking, ft2:
Sidewalk, ft2:
Pump Station, ft2:
Offsite, ft2:
Basin Depth, feet:
Design Storm:
Bottom Elevation, FMSL:
Permitted Surface Area @Bottom, ft2:
Permitted Storage Volume, ft3:
Storage/Bypass Elevation, FMSL:
Type of Soil:
Infiltration Rate (1/2 of reported), in/hr:
Time to Draw Down, hours:
Receiving Stream / River Basin:
Stream Index Number:
Classification of Water Body:
Ile SCHEDULE OF COMPLIANCE
3A
313
3C
7.17
4.24
5.81
312,365
184,692
253,052
0
0
0
126,836
104,134
131,476
70,932
53,578
69,819
42,154
33,581
50,616
13,750
14,237
11,041
0
2,738
0
0
0
0
2.75
2.45
3.25
1.5
1.5
1.5
22.5
19.8
22.0
5,081
4,288
4,123
17,611
13,081
19,042
25.25
22.25
25.25
Onslow
Onslow
Onslow
3.2
3.2
3.4
12
13
14
Becky's Creek / CPF24
18-87-8
"SA H QW"
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.
4. 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.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 060949
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. 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.
7. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately. Infiltration systems should not be used as
erosion control devices, due to the potential clogging. 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.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received from
an appropriate designer for the system installed certifying that the permitted facility
has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
9. 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 infiltration basins, structures, orifice, catch
basins and piping.
g. Access to all components of the system must be available at all times.
10. 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.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control Planning
and Design Manual.
12. 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.
13. This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and other
supporting data.
14. 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.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 060949
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 060949, as issued by
the Division of Water Quality under NCAC 2H.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.
e. 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 as listed below, in 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.
Lot #
Max. BUA
Lot #
Max. BUA
Lot ##
Max. BUA
74
3,762
92
3,761
110
3,654
75
3,739
93
3,769
111
3,640
76
3,817
94
3,690
112
3,657
77
3,873
95
3,744
113
3,667
78
3,736
96
3,646
114
3,742
79
3,834 _
97
3,667
115
3,743
80
3,785
98
3,615
116
3,778
81
3,780
99
3,714
117
3,180
82
3,795
100
3,653
118
3,615
€ 3
3,766
101
3,657
119
3,633
84
3,793
102
3,476
120
3,662
85
3,785
103
3,439
121
3,315
86
3,777
104
3,649
122
3,541
87
3,655
105
3,657
123
3,774
88
3,655
106
3,520
124
3,761
89
3,655
107
3,634
125
3,766
90 _
3,655
108
3,656
126
3,757
91
3,772
109
2,960
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.
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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 060949
III. GENERAL CONDITIONS
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 Form" must be submitted to the Division of Water Quality signed by both
parties involved, accompanied by the appropriate documentation as listed on page 2
of the form. 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) which 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 in writing 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.
Permit issued this the 3rd day of December 2007.
NO CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
(34,�
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
/0-lq-zoo(
ZU
scu -5 a&a q 49
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):
J.B. Dilsheimer, Vice President/Member of DCNC North Carolina I, LLC
3. Mailing Address for person listed in item 2 above:
2528 Independence Blvd, Suite #104
City: Wilmington State: NC Zip: 28412
Telephone Number: ( 910 ) 790 - 9880
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 PHASE-,
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 of project
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): New Renewal
610 ) 617-9703
x 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 Sw8 060608 and its issue date (if known) TuLy 2 o, 2 o o 6
3. Specify the type of project (check one):
Low Density --I_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 runoff from the impervious and non -impervious areas will sheet flow to valley
curb for eventual discharge to three (3) proposed infiltration ponds by way of swales,
curb inlets, yard inlets, and a piped stormwater conveyance system.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 21.4 acres (LOD) 4. Project Built Upon Area: 38.9% %
5. How many drainage areas does the project have? 3
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
SEE ATTACHED SHEET
SEE ATTACHED SHEET
Receiving Stream Class
SEE ATTACHED SHEET
SEE ATTACHED SHEET
Drainage Area
SEE ATTACHED SHEET
SEE ATTACHED SHEET
Existing Impervious* Area
SEE ATTACHED SHEET
SEE ATTACHED SHEET
Proposed Impervious*Area
SEE Al'TAC HED SHEET
SEE ATTACHED SHEET
% Impervious* Area (total)
SEE ATTACHED SHEET
SEE ATTACHED SHEET
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings (Lot BUA)
SEE ATTACHED SHEET
SEE ATTACHED SHEET
On -site Streets
SEE ATTACHED SHEET
SEE ATTACHED SHEET
On -site Parking
SEE ATTACHED SHEET
SEE ATTACHED SHEET
On -site Sidewalks
SEE ATTACHED SHEET
SEE ATTACHED SHEET
Other on -site (Pump Station)
SEE ATTACHED SHEET
SEE ATTACHED SHEET
Off site
SEE ATTACHED SHEET
SEE ATTACHED SHEET
Total: SEE ATTACHED SHEET
Total:SEE ATTACHED SHEET
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

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7. How was the off -site impervious area listed above derived? computer Generated
PP� ,, % i 1 it
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS See— 2TT2CAECJ
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 stormwaternwragernentpermit number
as issued by the Division of Water Quality ese covenants may not be
char r deleted without the consent of the State.
2. No more than square feet of any lot shall be coveredbf structures or impervious materials.
Impervious materials incltide.asphalt gravel, concrete, brick, stone; -grate 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 a cep as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a scat sty ormwater management permit modification prior to
construction.
5. All permitted runoff o'm outparcels or future development shall be directed into the permitted stormwater control
system. Thes nnections to the stormwater control system shall be performed Ina manner that maintains the integrity
and per ance 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 ET
• One copy of the applicable Supplement Form(s) for each BMP ET
• Permit application processing fee of $420 (payable to NCDENR) ET
e Detailed narrative description of stormwater treatment/management ET
• Two copies of plans and specifications, including: ET
- 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:_
Phone:
WILMINGTON
State:. NC
Zip: 2B401
910 ) 392-4462 Fax: ( 910 ) 619-0072
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2)_ 1,&D
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenant be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Signature: ; Date: S
Form SVIU-101 Version 3.99 Page 4 of 4

G10`1
CAVANAU G H
Solutions through integrity and partnership
October 17, 2007
Ms. Linda Lewis
Environmental Engineer III
North Carolina Department of Environment & Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Request for Additional Information
Stormwater Project No. SW8 060949
The Villages at Turtle Creek - Phase 3
Pender County
Dear Ms. Lewis:
97.007
Y:
OCT7
I have reviewed your comments from your letter dated September 19, 2007,
regarding the above referenced project. This letter and enclosed attachments
constitute our response to your request for additional information.
The revisions to the stormwater plan for Phase 3 of The Villages at Turtle Creek are
based on comments from your previous letter and changes made to satisfy the Army
Corps of Engineers (ACOE) in the on -going Individual Permit (IP) application. Since
our previous submission, the following changes have been made to the plans:
■ A new road connection on Atwood Loop (pending the IP approval).
Specifically, Atwood Loop now connects in the area where a "hammerhead"
was formerly proposed.
Removal of Basins 313-1, 3D-2, and 3D-3. Runoff from Phase 3 is proposed
to be directed to Basins A, B, & C, and Basin B has increased in size to
accommodate additional flow from the previous basins that were removed.
The revisions described above render many of the comments in your previous letter
obsolete with the removal of three basins.
The revision of the stormweter plan includes three infiltration basins, in place of the
six originally proposed, which may allow for simpler execution and construction. In
an effort to alleviate any confusion that may arise, we are submitting completed
revised calculations for the entire drainage area of Phase 3. Also, any pages of the
applications where numbers might have changed will be provided to update the
original, signed pages in your possession.

Ms. Linda Lewis
The Villages at Turtle Creek Phase 3
Page 2 of 4
Please find your comments below in bold with my bulleted responses in italics:
1. The Secretary of State Corporations database indicates that
Dilsheimer Communities of North Carolina, LLC, is manager -
managed. Brian Dillshelmer is listed as the manager of that
LLC. DCNC North Carolina 1, LLC, is also manager -
managed. Dilsheimer Communities of North Carolina, LLC,
Is listed as the manager of that LLC, and again, you are
listed as only a member. Per Section .1003(e) of the
stormwater rules, Mr. Brian Dilsheimer will need to sign the
permit application and supplement forms. Your signature
can be accepted only if accompanied by a signed letter from
Brian Dilsheimer authorizing you to sign on behalf of
Dilsheimer Communities of North Carolina, LLC and DCNC
North Carolina 1, LLC.
Please find attached a "Letter of Authorization" on DCNC
North Carolina 1, LLC letterhead granting J.B. Dilsheimer
authority to sign any and all applications submitted to
NCDENR_ This letter was signed by Brian Dilsheimer and
is dated September 7, 2006.
2. The bottom surface area reported on the supplement for
Basin 313-1 differs from the area used in the calculations.
a Basin 3D-1 was removed from Phase 3.
3. The volume reported on the supplement for Basin 313-1
differs from the volume obtained in the calculations.
• Basin 3D-1 was removed from Phase 3.
4. Please provide a new highlighted drainage area map for
basins 313-1, 313-2 and 313-3, similar to what was provided
with the April 4, 2007 calculations.
• Basins 3D-1, 3D-2, and 3D-3 were removed from Phase 3.
5. Has !Vincent verified the SHWT's at the 2 new basin
I
ocations?
• Basins 3D-1 and 3D-2 were removed from Phase 3.
6. The vegetated filter is currently shown as a trapezoidal ditch
section with 4:1 side slopes. The vegetated filter Is not a
ditch to transport runoff from the basin to the receiving
stream. The filter is a wide, flat, grassed area with a flow

Ms. Linda Lewis
The Villages at Turtle Creek Phase 3
Page 3 of 4
spreader mechanism. If slopes are needed to get back to
grade, they should be as flat as possible, preferably 10:1 or
flatter.
Detail 1 on sheet C.7.10, the vegetated filter detail, was
revised to show a much flatter side slope in order to
maintain a flat area for the bypass structure to discharge.
The revision shows a flat level spreader with a minimum
side slope of 12.1 in cases where grades need to be met.
Grading on the site plan was revised to reflect this change
as well.
7. The vegetated filter detail needs to be revised to show both
a plan view and a section view. The plan view should
include proposed grading. Both the plan view and the
section view should show what material the flow spreader
mechanism is made of, all widths, lengths, and elevations.
Please add a table of the pertinent elevations of these items,
for each basin that requires a filter. The flow spreader
should not block the flow from the basin, but rather cause it
to be spread out evenly across the width of the filter.
• As discussed under item #6, the vegetated filter detail was
revised to show a much flatter side slope in order to
maintain a flat area for the bypass structure to discharge.
In addition, plan views of the vegetated filters were added
with spot elevations to further clarify the general flatness of
the filters. Detail 5 on sheet C.5.10 was also revised to
show the level spreader at the discharge end of the rip rap
apron in more detail. Detail 5 now shows the dimensions,
materials, and weir elevations of each level spreader used
at the site.
8. Please add a detail for the bypass structure for Basin 3D-3.
A very detailed drawing of the bypass swale, with plan and
section views, is needed to clearly understand how it should
be constructed and how it will work.
• Basin 3D-3 was removed from Phase 3.
9. The details for Basins 3A, 3B and 3C currently show a "50'
vegetated swale". Since ail of these basins are designed for
a o.5" storm, the excess runoff must bypass through a
properly designed 50' vegetated FILTER, not a swale.
Please re -label these details with a vegetated filter, and
reference the section detail number for the vegetated filter.

Ms. Linda Lewis
The Villages at Turtle Creek Phase 3
Page 4of4
• Labels on sheet C.7.14 were changed to reflect the correct
language. The labels also now reference detail 1 on sheet
C.7.10.
To assist in your review of the permit application revisions, below is an
itemized list of the attachments included with this letter:
1. One (1) copy of the "Letter of Authorization" giving J.B. Dilsheimer
authority to sign any and all applications submitted to NCDENR.
2. One (1) revised copy of the front two pages of the "Stormwater
Management Application Form" for the project with revised Project
Information.
3. One (1) revised copy each of the front pages of the "Infiltration Basin
Supplements" for Basins A, B, and C with revised Design
Information.
4. One (1) revised copy of the BUA Table to go along with the Deed
Restrictions and Covenants previously received by DENR.
5. Two (2) copies of the "Phase 3 Stormwater Management High
Density Permit Application Supplemental Calculations" package
containing design calculations and figures for the project.
6. Two (2) copies of revised plan sheets C.5.6-C.5.8, C.7.10, and
C.7.14.
Please do not hesitate to contact me if you have any questions or comments.
Very truly yours,
CAVANAUGH & ASSOCIATES, P.A.
Everett Gupton, E.I.
Attachments
cc: Tom Miner, DCNC North Carolina I, LLC
J.B. Dilsheimer, DCNC North Carolina I, LLC

09/07/2006 14:34 FAX DILSHEIMER IR002
DCNC NORTH CAROLINA. 1.
September 7, 20(6
'VIA FACSIhffil TO: (910) 3502004 and iREE9—ULAR MAIL TiE C E1 VE D
Linda Lewis
Environmental Engineer
North Carolina Division of Water Quality OCT 19 2007
Wilmington Regional Office
127 Cardinal Drive Extension DwQ
Wilmington, NC 28405 Rod # --------
Re: Your Request for Additional Information
Stormwater Project No. SWS 060609 Mod.
The Villages at Turtle Creek
Pender Coan#l!,-
Dear Ms. Lewis:
'hank you for your letter dated August 30, 2006 directed to J.13. Dilsheimer. In
response to item No. 2 ofthat letter, I am writing to advise that I am the Mager of
Dilsho nler Communities of North Carolina, LLC, which is the Manager of DCNC North
Carolina I, LLC, w1ach is the entity that owns and is developing and building the
Villages at Turtle Creels subdivision in, fender County. I am Witi Og in that capacity to
covilrm that J.B. DilsheimCr, as the Vice -President and General Counsel and w a
Membew of Dilsheimer Communities of North Carolina, LLC and DC`.NC North Carolina
I, LI:,C, has the authority to sign any and all applications submitted tc• your office,
incluc'dag, but not limited to, the recently submitted. modified Stormwater Management
Pennit Applications for the Villages at Turtle Creek.
As to items 1, 3, 4, 5, 6, 7, and 8 in your August 30n' letter, of ur efW neers at
Cavanaugh & Associates will be addressing those directly with your office.
Thank you for your attention to this matter and for taking the time to alert us to
the issues with our most recent subrni.ssions. Please contact J.B: Dihheimer or Gus
Simmons at Cavanaugh & Associates directly with any further questions or concerns.
Cc: C7us Simmons
3.B. Dilsheimcr
V 7.Atruly urs,
A *' y�y�P R
BRN lL 01i'IMER
IDCNC Korth Carolina I, LLC
2529 Independence Blvd., Suite l04 • Wilmington, North Carolir a 28412
[phone] a Fax [phone] • wwa.D1191Ame•.c1"m

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
September 19, 2007
James B. Dilsheimer
DCNC North Carolina I, LLC
2528 Independence Blvd. #104
Wilmington, NC 28412
Subject: Request for Additional Information
Stormwater Project No. SW8 060949
The Villages at Turtle Creek Phase 3
Pender County
Dear Mr. Dilsheimer:
The Wilmington Regional Office received a Stormwater Management Permit Application for
The Villages at Turtle Creek Phase 3 on July 24, 2007. A preliminary review of that
information has determined that the application is not complete. The following information is
needed to continue the stormwater review:
1. The Secretary of State Corporations database indicates that Dilsheimer
Communities of North Carolina, LLC, is manager -managed. Brian Dilsheimer is
listed as the manager of that LLC. DCNC North Carolina I, LLC, is also manager -
managed. Dilsheimer Communities of North Carolina, LLC, is listed as the manager
of that LLC, and again, you are listed as only a member. Per Section .1003 (e) of the
stormwater rules, Mr. Brian Dilsheimer will need to sign the permit application and
supplement forms. Your signature can be accepted only if accompanied by a signed
letter from Brian Dilsheimer authorizing you to sign on behalf of Dilsheimer
Communities of North Carolina, LLC and DCNC North Carolina I, LLC.
2. The bottom surface area reported on the supplement for Basin 3D-1 differs from the
area used in the calculations.
3. The volume reported on the supplement for Basin 3D-1 differs from the volume
obtained in the calculations.
4. Please provide a new highlighted drainage area map for basins 3D-1, 3D-2 and 3D-
3, similar to what was provided with the April 4, 2007 calculations.
5. Has Vincent verified the SHWT's at the 2 new basin locations?
6. The vegetated filter is currently shown as a trapezoidal ditch section with 4:1 side
slopes. The vegetated filter is not a ditch to transport runoff from the basin to the
receiving stream. The filter is a wide, flat, grassed area with a flow spreader
mechanism. If slopes are needed to get back to grade, they should be as flat as
possible, preferably 10:1 or flatter.
1Y°1e Carolina
✓vaturr�!!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterguality.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

Mr. J.B. Dilsheimer
September 19, 2007
Stormwater Application No. SW8 060949
7. The vegetated filter detail needs to be revised to show both a plan view and a
section view. The plan view should include proposed grading. Both the plan
view and the section view should show what material the flow spreader
mechanism is made of, all widths, lengths, and elevations. Please add a table
of the pertinent elevations of these items, for each basin that requires a filter.
The flow spreader should not block the flow from the basin, but rather cause it
to be spread out evenly across the width of the filter.
8. Please add a detail for the bypass structure for Basin 3D-3. A very detailed
drawing of the bypass swale, with plan and section views, is needed to clearly
understand how it should be constructed and how it will work.
9. The details for Basins 3A, 3B and 3C currently show a "50' vegetated swale".
Since all of these basins are designed for a 1.5" storm, the excess runoff
must bypass through a properly designed 50' vegetated FILTER, not a swale.
Please re -label these details with a vegetated filter, and reference the section
detail number for the vegetated filter.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received in this Office prior to October 19,
2007, 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, email or fax your
request for a time extension to the Division at the address and fax number at the bottom
of this letter. The request must indicate the date by which you expect to submit the
required information. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone] or email me at linda.lewis(cD-ncmail.net.
Sincerely,
Gx�
Linda Lewis
Environmental Engineer III
ENB/arl: S:IWQSISTORMWATERIADDINFO120071060949.sep07
cc: Eric Tomczak, P.E., Cavanaugh & Associates
Linda Lewis
Page 2 of 2

SW8 060949 The Village at Turtle Creek Phase 3
Subject: SW8 060949 The Village at Turtle Creek Phase 3
From: Linda Lewis <[e-mail]>
Date: Wed, 19 Sep 2007 12:02:01 -0400
To: Eric Tomczak<[e-mail]>, Everett Gupton
<everett. gupton@cavanaughsolutions. com>
Addinfo comments attached.
Linda
Content -Type: application/msword
060949.sep07.doc
Content -Encoding: base64
1 of 1 9/19/2007 12:14 PM

North Carolina Secretary of State
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0757657
Current -Active
12/17/2004
Domestic
NC
Perpetual
Agent Name:
Corporation Service Company
Registered Office Address:
327 Hillsborough Street
Raleigh NC 27603
Registered Mailing Address:
327 Hillsborough Street
Raleigh NC 27603
Principal Office Address:
2528 Independence Boulevard Suite 104
Wilmington NC 28412
"i"CC1LS
Principal Mailing Address: 2528 Independence Boulevard Suite 104
Wilmington NC 28412
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h4://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=7309405 9/19/2007

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:
Dilsheimer 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 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. C 21603 County:Wake
5. The mailing address, if dif, j'erent from the street address, of the initial registered office is:
6. The name of the initial registered agent is: Corporation Service ComRgpy
7. Principal Office Information: (Select either a or b)
a. 3_�__X _ 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 Cily Avow,Suite 710
City, State, Zip Code: Bala Cynwyd, PA 19004 County: NMontggmery
The mailing address, if diilerent from the street address, of the principal office of the
corporation is:
PHL:5047718.1/DiL007-212631

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 00 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.
4. 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 16th day of December, 2004
Dilsheimer Communities of North Carolina, L.L.C.
Bonnie S. Sander. Organizer
Type or Print Name and Title
PHL:5"77 M I/DILW7-212831 - 2 -

C200708900916
SOSID: 0757657
as
Date Filed: 3/29/2007 9:07:00 AM
Elaine F. Marshall
LIMITED LIABILITY COMPANY North Carolina Secretary of State
ANNUAL REPORT C200708800918
NAME OF LIMITED LIABILITY COMPANY: Dilsheimer Communities of North Carolina, L.L.C,
STATE OF INCORPORATION: NC
SECRETARY.OF STATE R.L.L.P. ID NUMBER: 0757657
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
&daigh, NC 27603 Wake County
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS:
PRINCIPAL OFFICE STREET ADDRESS
MANAGERS/IVEMBERS/ORGANIZERS:
Name: Brian D. Dilsheimer
Title: Manager
Address:
401 City Ave. JSuite 710
Bala Cynwyd, PA 19004
Name: Richard H. Dilsheimer
Title:. Wem6er
Address:
401 City Avenue, Suite 710
25281ndependence Boulevard Suite 104
Wilmington, NC 28412
25.28Independence Boulevard Suite 104
Wilmington, NC 28412
Name: Thomas S. Ddsheimer
Title: Wem6er
Address:
401 City Ave. ISWite 710
Bala Cynwyd, PA 19004
Name: Robert A. Dilsheimer
Title: Member
Address:
401 City Avenue, Suite 710
Name: James A Dilsheimer
Title: :Member
Address:
401 City Ave. JSuite 710
Bala Cynwyd, PA 19004
CER ATION ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
FORM MUST BE SIGNED BY A MANAGER/MEMBER
Brian Dilsheimer
20070315
DATE
Manager
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: &Paid Secretary of State • Corporations Division • Pose Office Box 29325 • Raleigh, NC 27626.0525

North Carolina Secretary of State
Page 1 of 1
North Carolina
1'11'__*vPA iT1,ENT 0f.: THE
Elaine F Marshall � .
Secretary �-. ECRETARY OF � �TAT =
PO Bux 29622 Raletph, NC 2762"C 12 (9 9)907-200.)
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SOSID:
0757642
Status:
Current -Active
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Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing Address:
Principal Office Address:
Corporation Service Company
327 Hillsborough Street
Raleigh NC 27603
327 Hillsborough Street
Raleigh NC 27603
2528 independence blvd., suite 104
Wilmington NC 28412
�'aCs
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"�
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http://www,secretary.state.ne.us/corporations/Corp.aspx?PitemId=7309404 9/19/2007

.:V
SOSID: 757642
Date Filed: 12/17/200411:07:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200435100456
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
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. 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 different from the street address, of the principal office of the
corporation is:
P14L3047816.1/D1L007.212831

b. The limited liability company does not have a principal office.
8. Check one of the following:
(i) Member -managed iLC. 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 �_ day of kUu4m 2004
DCNC North Carolina I, L.L.C.
Bonnie S. Sander. Or anizer
Type or Print Name and Title
PHL:5047816.1/DIM7-212831 - 2 -

C200708900051
LIMITED LIABILITY COMPANY
ANNUAL REPORT
SOSID: 0757642
Date Filed: 3/30/200712:24:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200708900051
NAME OF LIMITED LIABILITY COMPANY: DCNC North Carolina 1, L.L.C.
STATE OF INCORPORATION: NC
SECRETARY OF STATE R.L.L.P. ID NUMBER: 0757642
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
""�aieigtr, NL' 27,603 Wake County
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS:
PRINCIPAL OFFICE STREET ADDRESS:
MANAGERS/NIEU BERS/ORGANIZERS:
Name: Thomas S. Dilsheimer
Title:.9Wem6er
Address:
401 CityAve. ISmite 710
Bala Cynwyd, PA 19004
2528Independence Blvd., Suite 104
Wilmington, NC 28412
2528Independence Blvd., Suite 104
Wilmington, NC 28412
Name: Brian D. Dilvhe►mer
Title: 9wem&r
Address:
401 City Ave.ISuite 710
Bala Cynwyd, PA 19004
Name: James B. Dilsheimer
Title: 54ember
Address:
401 City Ave. JSutte 710
Bala Cynwyd, PA 19004
Name. Robert A. Dilsheimer Name: RD North Carolina No. 1, Inc. Name � Dilsheimer Communities of Nor& Title: Member Title: Member Caroitrr� L.L.C.
Address: Address: 'fide: Manager
401 City Avenue, Suite 710 2528Independence Blvd., Suite 104 Address:
Bala Cynwyd, PA 19004 Wibmington, NC 28412 2528Independence Blvd., Suite 104
CER77111ZATION O ANNUAL REPORT MUST BE COMPLETED BY '
FORM MUST BE SIGNED BY A MANAdER/MEMBER
Brian Dilsheimer
TYPE OR PRINT NAME
ALL LIMITED LIABILITY COMPANIES
20070315
.DATE
Manage;
TYPE OR PRINT
ANNUAL REPORT FEE: E-Paid
TITLE
Secretary of Stets • Corporations Division • P� Office Box 29525 • Raleigh, NC 27626-0525

July 23, 2007
Mr. Rich Shiver
Assistant Director for Regional Operations
North Carolina Department of Environment and Natural
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
CAVANAU G H
Solutions through integrity and partnership
Resources
Subject:. Request for Additional Information
Stormwater Project No. SW8 060949
The Villages at Turtle Creek Phase 3
Pender County, Town of Surf City, North Carolina
Dear Mr. Shiver:
RECEIVED
JUL 2 4 2007
l tar # SLu "?S oC9 4 J
We are in receipt of your letter dated June 26, 2007 regarding the Stormwater Management
Permit Application for The Villages at Turtle Creek Phase 3. Based upon your comments as
well as some minor revisions made to the subject area per earthwork needs, the following
documentation constitutes a response to your June26, 2007 letter.
Please note, based on the need to generate fill material for the project, as well as changes to
Lot 116 to provide on lot stormwater mitigation, revised plans and calculations are being
submitted for your review. These changes include revisions to the grading plans with
associated effects on the pipe conveyance system. Road grades along Loggerhead Blvd.
were lowered thus creating changes in grate and invert elevations in the conveyance system.
Revised pipe calculations are included in this package for your review.
Furthermore, revisions to Lot 116 include a change to the basin previously referred to as Basin
3D. Based upon the previous design's intrusion on the lot, the subject ' basin has been
redesigned to consist of three separate basins: Basin 3D-1, Basin 3D-2, and Basin 313-3.
Basins 3D-1 and 3D-2 are infiltration basins designed to treat the first- 4.5 inches of rainfall
runoff, three (3) times the DENR requirement of 1.5 inches. Spillways will divert excess runoff
in large storm events from Basins 3D-1 and 3D-2 to the adjacent wetlands. These basins will
be located up gradient from the previously designed basin's location and will intercept
stormwater prior to reaching Lot 116.
Basin 3D-3 is designed to treat the first 1.5 inches of rainfall runoff. An "off-line" bypass
system will divert excess runoff from large storm events to a 50 ft vegetative filter by way of
grading. The 50 ft vegetative filter will be used to treat runoff in excess of the 1.5 inch volume
flowing to the existing 404 wetlands, as shown on the accompanying plans.
The proposed stormwater management system has been designed in accordance with
NCDENR requirements and will not adversely affect any downstream drainage patterns.

Furthermore in response to the request for more information, please find below answers to the
questions that are needed to continue the stormwater review.
The answers will be bulleted in bold:
1. Please note that the storage elevation reported on the supplement for Basin 3B
has been revised from 22.7 to 22.25, to match the plans, details and calculations.
• A copy of the first sheet of the Infiltration Basin Supplement for
Basin 3B has been revised and is included in the response package.
2. There are several discrepancies in the weir elevation for Basin 3C. The plans
report 25.5, the supplement and calculations report 25.25, and the detail on
sheet C.7.10 reports 26.5. Please correct and revise plans, details, supplement
and calculations for Basin 3C as required to match up at the correct elevation.
• The bypass weir elevation for Basin 3C has been designed at 25.25 ft.
Plan sheet C.5.8 as well as the detail on sheet C.7.10 has been revised
to reflect the proper elevation.
3. Please specify the dimensions for the RV parking area and the pump station.
• The RV parking area has been dimensioned on sheet C.5.8 as 120 ft. x
95 ft. The pump station area has been dimensioned on sheet C.5.7 as 50
ft x 50 ft.
4. Please label each road section detail with the names of the roads that section will
apply to.
• The road section details on sheet C.7.9 have been revised to reference
the roads to which they are applicable. Detail 31C.7.9 is to be applied to
Loggerhead Blvd. Detail 41C.7.9 is to be applied to Atwood Loop and
Eastmoor Drive.
To facilitate your review of the enclosed documentation, the following is a list of the items
constituting the application:
1. One (1) revised copy of the front page of the Infiltration Basin Supplement for Basin 3B.
2. One (1) revised copy of the Additional Drainage Areas portion of the Stormwater
Management Application.
3. One (1) original, signed copy of the Infiltration Basin Supplement for Basins 3D-1, 3D-2,
and 3D-3.
4. Two (2) copies of the revised Pipe Calculations for Basins 3A, 3B, and 3C.
5. -Two (2) copies of the Stormwater Management Calculations for Basins 3D-1, 313-2, and,
3D-3..
6. Two (2) copies of revised plan sheets C.5.6-8, C.7.9, C.7.10, and C.7.13.
Page 2 of 3

Please do not hesitate to contact me if you have any further questions or comments. Thank
you very much for your assistance with this project.
Sincerely,
CAVANAUGH & ASSOCIATES, P.A.
Everett Gupton, El
cc: J.B. Dilsheimer, Dilsheimer Communities, Inc.
Tom Miner, Dilsheimer Communities, Inc.
Page 3 of 3

The Villages at Turtle Creek Phase 3 SW8 060949
Subject: The Villages at Turtle Creek Phase 3 SW8 060949
From: Linda Lewis <[e-mail]>
Date: Tue, 26 Jun 2007 11:36:48 -0400
To: Everett Gupton<[e-mail]>
CC: Eric Tomczak<[e-mail]>
Everett:
Attached please find the Division's minor review comments for the subject project.
Because the review was performed beyond our 75 day internal deadline, it has been
prepared for Rick Shiver's signature. You and Mr. Dilsheimer should be receiving
your signed copies in a few days.
Linda
Content -Type: applicationhnsword
060949.jun07.doc
Content -Encoding: base64
1 of 1 6/26/2007 11:37 AM

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
June 26, 2007
J.B. Dilsheimer, Vice President
DCNC North Carolina I, LLC
2528 Independence Boulevard, #104
Wilmington, NC 28412
Subject: Request for Additional Information
Stormwater Project No. SW8 060949
The Villages at Turtle Creek Phase 3
Pender County
Dear Mr. Dilsheimer:
The Wilmington Regional Office received a Stormwater Management Permit Application for
The Villages at Turtle Creek Phase 3 on April 4, 2007. 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 note that the storage elevation reported on the supplement for Basin 3B
has been revised from 22.7 to 22.25, to match the plans, details and calculations.
2. There are several discrepancies in the weir elevation for Basin 3C. The plans
report 25.5, the supplement and calculations report 25.25, and the detail on
sheet C.7.10 reports 26.5. Please correct and revise plans, details, supplement
and calculations for Basin 3C as required to match up at the correct elevation.
3. Please specify the dimensions for the RV parking area and the pump station.
4. Please label each road section detail with the names of the roads that section will
apply to.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to July 26, 2007, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. The
Division is allowed 90 days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
N��" �anCarolina
dv& a!!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterqualitv.ore Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

Mr. Dilsheimer
June 26, 2007
Application No. SW8 060949
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 Linda Lewis at (910)
796-7301 or email her at Linda.lewis(aD-ncmail.net.
Sincerely,
Rick Shiver
Assistant Director for Regional Operations
RSS/arl: S:IWQSISTORMWATERIADDINFO120071060949.jun07
cc: Everett Gupton, Cavanaugh & Associates
Linda Lewis
Page 2 of 2

G/,
CAVANAUGH
Solutions through integrity and partnershi}
Aprii 4, 2007 Via Hand Delivery &�
North Carolina Department of Environment and Natural Resources 1. `'
Division of Water Quality
Attn: Ms. Linda Lewis
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Re: DENR - DWQ Stormwater Management Permit Application RECIF 1X°r 77,�
The Villages at Turtle Creek - Phase 3
NC 210 & US 17 APR A 7rV
Surf City, NC
Dear Ms. Lewis:
Cavanaugh & Associates, P.A. (CA) on behalf of the DCNC North Carolina I, LLC hereby
submits the following application to NCDENR - Division of Water Quality for review of the
Stormwater Management Permit Application for Phase 3 of the above captioned project. Phase
3 is being submitted as a high -density development which includes four (4) infiltration basins
as shown within accompanying documentation.
To facilitate your review of the enclosed documentation, the following is a list of the items
constituting the application:
1. A check made payable to NC DENR in the amount of $420.00 to satisfy the review fee for
this application.
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 3 Basin A.
4. One (1) copy of the executed 'Infiltration Basin Supplement' for Phase 3 Basin B.
5. One (1) copy of the executed 'Infiltration Basin Supplement' for Phase 3 Basin C.
6. One (1) copy of the executed 'Infiltration Basin Supplement' for Phase 3 Basin D.
7. Two (2) copies of the 'Stormwater Management Plans,' including sheets C.1.1, C.3.1,
C.3.7, C.5.6, C.5.7, C.5.8, C.7.9 - C.7.14.
8. One (1) copy of the 'Stormwater Management High Density Permit Application
Supplemental Report.'
9. One (1) copy of the deed for the subject property of which Phase 3 is a portion.
10. One (1) copy of the Deed Restrictions and Protective Covenants for high density
residential subdivisions.
Please note that Phase 1 of the project was issued a Stormwater Management permit on July
20, 2006, under Stormwater Permit number SW8 060608 and an Erosion and Sedimentation
Control Permit on June 13, 2006, through the express program. An Express Erosion and
Sedimentation Control Permit was also issued for Phase 2 on July 13, 2006 with an associated
modification to the Phase 1 Stormwater Management Permit to include Phase 2. A further
modification to the Stormwater Permit is currently under review to include an Amenity Area and

The Villages at Turtle Creek
041.05.043
4/04/07
Page 2 of 2
a serpentine driveway to NC 210. This application for Phase 3 is independent of that review,
and we are providing this information for your reference only.
Please do not hesitate to contact our office should you have any questions, comments, or
require any additional information.
Regards,
CAVANAUGH & ASSOCIATES, P.A.
�6 �
Everett C. Gupton, E.I.
Attachments
cc: Tom Miner, DCNC North Carolina I, LLC
J.B. Dilsheimer, DCNC North Carolina I, LLC
M:\041.05.000\041.05.043 Turtle Creek\Docs\Permits\Stormwater

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an Srpterlabar , The ySlNeltap t attgullr relutlar0ltlp
Ind ern
Tid All
Aa Ingraw6 Rpte, Resmn & Ut 1 y e deaaribed in Dad !look 9.3M8, 9aSe
u3i of the ittptdur COUX r itaBl".
A 10040t Carallnr POW" & Ught >3e1e0111,
A puaalbld area of confilatt Being art appr0alptsta2.1 acre pardon of both the aaxdtarn
comer of tits Nettie Hardlaw property as eleloelbsd to Dead Hoch 1428, hge 20 W
Map Book 31; Fagg 90 of the ftwor Ceuq 1 "Jalry and the southern aorrer of the
Pamela AtalmWer property as datodbod In need Do* 1426, papa 323 and geld Map lark
11, rye g0 of tbo fender Catmly Reslttry.
C1tarks !ironed! RIySr, P.LJ, L•2981
SUbjeot to till eaue'tpgnts, rights{ of MY,, restri.atictio and
other sexttsra of reoord, all gamnmental land uace atAtutas,
ordsaancers and ragclat ions agplImble to tiro above describad
property, 4naluding gonLnqj, xUbdiviaianrtena building rwguiations,
and fender County ad vaiosnm taxes For ttta auk?cOftt etnd future years

dun-09-2006 10;42am Fron-MURCHISON TAYLOR ATTY
+910T630561 T-435 P.009 F-005
$AR R!A omm Ae Ae,�A 6089 i±' (a j U f V Q J
�:aro,00 E-
Ari Aon! ffo� 1 p '
RAoIIp T dUY6':i
REG;TER OF
rl.,nuA t;vunTY,NC Rut YGMIod.
IV
I" I& sgoad
Itegidur ddde
pnndor uay, NG
xanulc aLINA -ORNEULWARKMW]Rn
'ii�iaAau�oeastnsrar °raslby� seo Pel�laY.p.C�l�astOfillcannX?M174N RaA Wdya,8wfCil NO 29d49
8xiefdosysipltonfir4ioiode7o,;�,,,. ----.�>�' nx�A'i1aI.Y�8A9ACR�3 _ - -
�7118
JAmm P. AdoKq edd:Wft Gies P.1V my
fbroe�ykoaea�ml lA P.7'Svu+ 90AI end
David L. Shedd andrulfe, 8uden �L. 8ite►pd
717 cb dwj*shoroe
SuQdde pmy„ is 2H60
pwcm0dh cmlmal, [.a..c:>
4b1 CJW Ave. B%6 n0
7ialACyfiWyd,@A 190Q9-1Is0
adandHi*&
bm
="0101�Ai ~ e"by za!' wom de itfdly lid fmol,
BeaARt�im�o►A nadebadherero
NC) TM H SBARCH RBquha= Olt MADE i O CWRINGIME RVA"
Tlwpr4p0� Lereln°bnradax°rn°d.taea°yuindhYQbor iiuu�emmttroosdedmHa�'..43—P° 7Sti -
Bo°k 1435. Poga 114 and Hook lylra°aFdedin 17
Amel+AbuWi� 4io chord d'eeai6edyeopo�q'
NC 6jfAwddmftmNjI. L4 a 1974, R°vind i 2977, 2M2
•pAILLM by ABM n W VM OR NC BiwAeeo°W04-1029 &00 Cotpncudod, 898lI> sbcirnrl�e itd., lfpleiglt, NC�7609

.lun-09-E6O6 10.43ee Frtu4-GURCHISON TAYLOR ATTY [phone] T-436 PAID F-095
h�aWefi�entdseeYaeYYevwltltdeEt3ieeteva�stQie4�0rte tdllw� �l�inaoave'ld�esww
lavelepla, tLet dtle��eteWaaldtiobaedataneoftdl �
the Iawfu) otetms oia9 rum+nmoar�, edarthsn Ih v+� MY
lNW3TN69pVWpt ,dig OsgwlwdujVawaWedtl*fwWkRsiof>bndip atrrFtax.
(&ltAi]
lzlr� . p w
Hit... Tttia-. •• — - - - Mvid L 11MRM
py, mot, 0
7911a1, Erman M. dhlupe
BhtaePQaolha•Coomfiyn! eP M
MA l�Ilteende dAl vtdtlro�KG Ond oa�ralald�mtl}�r�
aelsnitdcd� 9es t1M eRoeuttvu afgla 5atau�eet ioc J�apurpmee fHerelr atr Wtl • } •� i'rll .
■tae�aaResddde�dr.;dlayoi -n!� �� � •d
• ldrelDmatGsiaws>B>�oe r! �'•,2oa� _. �. �`� ...
-[�d�kndD�ledbPOlety'YObi{6�'IINIvIdHinN��4eiU1.�IheF,,.�, --• v
pepunell r cam WW tneft dq and-lw-6dpd dut 6e L de V ei
a Ned of
oe�aert>�llndexllle6G R�pp�eisdpKpry�dp(sa4oetlaou�►I�eldq�A1[auLis0.end
11atioyeathorlg'd�Y�om�ee�leo�nFctnteudtardlb'�,�e�d9q D���ltutaatm��laaw se�hl�liaviaRciml
iced: Witness tq4 heed andNoisrhl eutip os seal, 9tte ,.,r,•,„dMy a� �..: ��.,r
hiy(�nnbeion�eplrest� -- � _ . --
tlte6eofiladht�eol�e•f�tugyof .
ytLeundenlp�►edP� (oaid>aCtedetysa fate tiri
v%MIIfMgbwudIlo"lBill* arswl.191— rof
lu!lpCom�a4liong�teere .. �_.� �,�_ .Mill
�r-ttooieoe�ot'or�e
NCFAmokd0zftMx96L%IvIv7d6RwJd0I . 02
i?deiedhyllRraoeeodra�met�lh+tAeeoalaNen-39it1,'Edtii'eoW6�01'a4fbn,8d.1>�Staca�edd�kd�ttakig�,tlC>:T6D9

Jun-09-20DS 10;43am Froa-MURCR190it TAYLOR ATTY
+9101636f;St T-435 P.011 F-895
690PQl3k,1.
OAK. � .� tx
. .
ULNG ALL of that tract ooatainlug 6B.4S9 acres, wore•or lase, tying
north of North Caraftn Aiighway 210 to TOpaslll Tpwnihip, Ponder
Cmaty, North Cmralb>a; add tract bding more pwticulnrly descrlbad
by courae•and d1oh scce ageortling to it survey'di t it Jujiv 21, 20030 by
Charles Frmeels Riggs, P.L.S. L•2991 as fuilm-,
* Comttencing at an aai ft Pukar Una sail In the evarltaa inttlrecotlon
of N.C.S.A. 1536 and N.C. HISWay 210, -thence leaving mid centerline
Intaraoction imd almig the asetedine ofhl C. Highway 210 &omit e7 daSreas..
46 minutes 35 s000nds West 506M'foot to pn'axiIft magnetic mall In mid
centarline. !hens; leaving said centerllan 1400 01 deamaa 06 minutee 57
eoconda What 32.74 fact to. an exisiing iron pipe In the northern right-cf Way
IIno of N,C. Highway 21q, them leavl* sald uorthero deht4woy lino
North 21 degrem.49 tninutas 27 malteds Went 571.12 feet to- on exleflaj .
Iron pipe; dmoo Acuff! 95 dWan 05 minutes 50 slamadi Waat 279.43 tbet
to an existitrg iron pipo ana helms VE TRUE POINT OF SBrANMKU-,
thmaa cm the ttbcva desorlbW tme point of 6aotsalt Somh 60 depot
45 minutes 20 secoods Vilest 546.59 feet to an alatiag Irons papa, thmm
aloha 36 degrees. 31 mirnttss.33 ocaun dt WOat 2.9116.93 6d to a act Irani
red, thence NoYth 36 dsgteea 30 minuta 59 secandx West 1,3102 fact to
an existing acnordio monuhnnt, thence Nord! 35 -degcmea 02 minutes 10
as Ent 736.bd fact to att dxietl g Pon pipe, thecae South 36 deSr4e,
.46 m 44 sacatsda an ttteUNI Iron VIA thenoa
South 67 a e West 243,53 tact to an alating
froA h dmas 11 m1nom 12 ommods Beat 372,99 foot
to dagro;a 29 tninutea 13 seconds
,Eas 6t1O AS fast to. pe end btllttg tiro polet and place of
baglttntng. Cotrtat is 611.459 amas aarveyed by Charles itrmvtole Riggs,
A.L.S. L-2981 on Jana 20, 2005. Tao adurgdia aorttolm d wi t_tt are amreot In
angular relationship and mA etiiianced to NAD198L
The above dcscrlbed'tract Is subdout to a t0a` Funrlins Pmemeot as abawn
on Map Bock 32, Fqu 90 of the Ponder County Raglatm,
BRING ALS() FART OF TM PROI►IRTY deverlbed im that deed
x'aaorded to Book 1.5131 Page 175 of the Ponder County Etogistry; cult
19UDMCr TO cortaln restrleiions descriiied in that deed recot dod In
Book 1513, Pago 175 of the Pend" County itegistry. '
"aff.a

Jun-69-2006 10:43am Fred-11URCHISM TAYLOR ATTY
+910T636561 T-435 P.012/031 F-095
tu;ta eonlr as
Mir CAU
[A6
s To
PEHUR 001INTY, N0
tip N 01011
Dratmpnt aAVIV D.
% 1a7•0 N9nh ass
ra. sewer IM
BOUNTY
8K21f3-PQ2n4
THIN MD, made and alttered this STH do of ,July, KHM by and batwesn,
MAFM S. MHAM IrAdow), therein "Grantar"i, party of the tint pain anti, Dt'i411G M13FITH
GAROLM L L.L.C. a North Comanm Limped Umbillty Company Mrarod"1, party of tlta
aeoond part, Whoea mailing addroea 191
401 City Avamm, Sulto 710, Sala Cynwyd, PA f 8004
The damigriadon Grantor and Grantee ar used het+aln shall lnalllde amid parties, that/ halm,*
sueoeaears " aerAgnn, and aholl Includa Alnlprler, plural, mamoullne, foffi lna or neuter se
required by auntaxt.
THAT tha avid Qranter, In oonalderatlart of the earn of T@N 1010.00) DOLLAM, and
ether good and valaebla amaablerstions paid to It, reoelpt of whloh Is hereby acknowledged,
ho bargained and said, and by those pramente does haraby grant, bargain, melt and convoy
utlta the odd Grontea ell of lallowing described lands partially laamtmd in the Town of Burr
(sty, Pander Comy. North Carolina, and piling more partlaulady damorlbod as follows:
D le Coined of lead less,Ead in Tapssill
ry wig►, belq more partierdttrly described
tt 1d Md kcorparated by raRlemace.
der Ua vy foxes, epylladda exomEatis of
"Ord, and all , amain and fadiind Inn asd rWifloat
rmlattretelMxexirg, oocltigttaay, tgAtiCrlt[sm, xgage,�raeitluDtten and
do"lligrareat oftbnabovo praperlA
q

Jan-09.2006 10:44am Fran-MURCHISON 7AYLOR ATTY
Tt
to®other
ahllgatlon
Grantee.
[phone] T-436 P.013/031 F-805
fd F Ii,d*sJ1s and prmmises,
aaeenrsnte, tgnements, duties,
mywlee appsrtalning unto the sold
AND said t3rertar eavonante wlth tjw ff06e that the GreMor IS mood In fen alrrtplo
of the abmm ��Bieelsddo Anil
o15
Infee laple,tlt makutablo snd tme analeerf an onaumbraanos, 0Pa
hwin set forth, and o>taept far 7008 ad vaieram taxes, and usual ut>Elty esaernesta end
rlqhta of seam againsthe lawful of claims eand nd dleman�ds of ww and all persons whommmere Ala � the
IN'TOTIMONY WMEg11gF, the Grantor hes aeueeo thin Instnnurt to be executed in
its aumpfmny name by Its duly quthodrad mamberlmanspors wha have herauato on ttrelr
hsnds and $eels all the day and year fkst above wdtten.
�» IL Rupff r.� Sw1dCIO
3TAT39()IrW=M C,41<C(11MA
� - 16t. N, , °' a N ► public k and for the
utbfasaid (Ipwdy11" and Steto do hereby *KUIy drat Morin N.11gBlam {v daw) pereonolly appeared
barnre me thlq day end 01mo044d iris due axeo►alan or the lansgalbs Ineftwent ft the
ptupbseo thctahi ompmened.
V1ri1M3 my band and nob l seal, ii $ the? day of Ju1.y.2005 7
My . >3xpires: gcftry Public
III"A; V7, i'1'1 ►� y y, f

lun-19-2106 10.,44as Frm-MURGH13ON TAYROR ATTY [phone] T-435 P-014/031 HIS
o�
Doti lLL of that treat cwWninS 2(L487 say moatoe ium, tginTape ,
Poft [lously, North Qit ",, aid treat b ft tttsut ptx9nimW tlettuibed by susses end
dleteuaseaoeording to aeurM dated July 7,20HbyCWsx FoombRiggs, P.L.d3, L-2981,
as fhilum
Comiaming at it eel meg+tedo mall in the ousesrlino iutareeoiion of l4,C.WL I537
1ioJl=q Gbt * Raid, it 601 sight-aiwy) end UA HW wjy 17, dam
low ft acid aeraftto ihtwwOun North 75 degisea 24 enhoft Sd woonde Sat
454.161$et to tin existing iom pipe loaeled in the moo m tigTtiwfrway tiro ofU. B.
W&Wgy 17, ROM amdinuiva with tie sold aateatn ti8ld-4way 1%o of U.B.
31ig)twgy 17 North 64 degrees 49 slautes27 aettonde Rest 98842 tbetta ad ettiet5tg
IMA pipe 10coled Ada common oomor oaf bta W6111a Moan prrperivy me pot Hood
So*436, h p 216 AW ties t#W% J, Destmse aodNavnenE. B%pard prop W u
IwDu6ilocX997. Fags 340, fbesee ooteiunhtg with the Said sautes tlaho4f-asap
11ueaWS.Highway17*664dtip MudoutaeJ2eeatatd Ik#3X22fbetto
to eta'abeg imaplpsiaetttedatfhawoetetdeaeaaraf the t]etoaik l[areliean and tt�
hequeffneD liatdleapea wKyauparDeedJlook754,Fage755,tlxtttoeeoptiw&w
with ties said esatam tt P-way Ut of1J#, Hilkway 11 Naafi 64 dopoes 30
mhtttttet 27 owardle But WSW to an etriethtg ftoapW lasiod of lbo eom=a
aernnr Of tits laid t)alen MGIV tied to Will R. Tate and t& Irt ok h. Tate
prapotiy ao pat DoW Book 746, Fags 1481 Am= aadtisttiag with tto asld coomm
dobt-ogwaY line of U.S, Iligilway 17NDO 64 dwm 30 miffs 15 wands Do
123.51 Ad to an Wd bagiton piles leodW at the osmmm semis' of 11M laid TM
praltsHy end tho Vm n=CIW m pmpmV as porDaW hoot' lW96Pop 234, theses
wnlimtiug With the Raid asalern spit►*" line of tk& Wdtkvay 17 North (N
degrees I sniatttea 29 maottde bast 29M hat to a float -My debt, iha m
c udwh% with the said ettatara right-ofJtvay line of U-0,17ig1►Way 1714ortlt 64
dageeei 11 rnimttes49 asoandaltaet IQ0.7.6 ihatto a4aedethtghatepripe Jasaiad attba
aatem'toq coesarnfYheSehiUlsytan prapariyr taW ihoJmdca A I3hmttprapoxRy aepae
Derd Book 4M, Page 151, esid iron Pitt fasted South49 degrees 3i m1wdon
94 pecouls Wait 111.00 that tom x stint "NOR 198 "
nedit of U3,t80.4808 and att omtbg of .3 !
ettWag iron pipe and ooatte 1bg with the e
Etginwwy 1714otth 63 dWW 29 menu 8.7 tto o
iron pips boated at qte ounoR corner
Dftmtaa ympody si per Dad Book 99 , 137, thence s
AP-4wey lino of U 8. Highway 17 and w16 ties sale Dowam 11as
dq= 5d veleulee 14 aftnds 1lttet 121 L4716ot to an a*dngbm pipe, tad tolog
the TRUE POINT OF 1lB{1584t+IIAi(it 11tettee item the above desuRted true point at
t vabrdteg ssd w1At the acid J3eumu Ilea Motet 30 ftwea 46 tAota■ a4 semen
OMNI

Jan-09-2006 10:44am from-WRC81SON TAYLOR ATTY
[phone] T-436 P.015/031 F-065
1iAst131.S6fe$lto ,>1tbAttT ' ot�rraftlreLastor
Wylat 9hopard pr�+ d 4, , Ave the Shepard
HneNosth 30 dogma 5 minutes 24 o a aettton too loeetod
in lhaHto wa comer of Lot 1 of 11e Soloman kleM s por 1+inp t3oalc 31,
P4gt►90,tltmme leaving thoasid Shepard Tina arrdwitAthe southent Tina o#said Lof 1
and Lm 2 of he Sulgrnpp 11ari1isdtt I3slsto Soth $4 degrees 48 ad urtes S9 e0e011e
Halt 3119.33 hot to sa oodsticg iron t'od iocstod at the eouthetnt cornet of Lot 2,
owes eontinuingalon0UtaaaidifatdlsanGstntslfneflcAlitS4dag m48witta1e11159
seconds 709.67 feet to art oxislltug roan rod leafed in rite aonlltesn line of tht: N0160
HardWU property ea per Dead Book 1428, Pop 265 and Map Book 31, Pap 90,
drones with the said llardhon line Bmtth s4 dop= 48 ntfrdttea 59 seconds Hest
422.16 f8atto A cat Iran sod located in lira eenterlino OMWI>3 MM, thenne braving
the said Hadboo. UN ad w1g, ft courses and dfstarmm5oath 72 dagwo812 m�tat to 44 swo�itde Waled 1Bmwh 8 7 fool tfallowio A
paint, thonce Southfr3 degrees 44 musics 43 as0tndis West 1IM92 Ant e t p0106
dnetws South g3 degroos t2,ninntes25 seeands Wost375.13 fast to a point, 8rmr00
Nw& 1t9 dowels 50 nuittaM 46 w0fids West 398.30 feet to It point, them No*
74 degrees 43 Wastes 29 at O Ws Walt 113.96 Am to a: Pdn% ltettae ldat(h 80
dograea 14 thfuntes 33 aeooNd W6011V .89 iitettoa point, disuse Nbrib 43 dngroes
41 miuums35 st:ooads Woo 110.9) fwto a point located at 11he Mutbial
liaok997, Pogo
His OWN L Dasm"I aadNoratan l3. al 1pdrd Arolwrty es par
140, thonso Jesvt fit said contadins of Ring Id WA and w11h 11ta saslerd Donnas
as
Audi Sitepssd lino Notdr 30 degrees 45 tnhMw 24 sacomb SAO 237.32 hot to on
axiding ban pips loomed at the ommaon 400er OFOO
Old
DsA M2 wd 230,SOPArWOOe
proporWW the Mat;ager 11 W p"orty sperLlaod tan
with tho ocsteh►1laita Sm Nn&30 dogrow 45 mbietaa 24 seconds Rat 115-58 of to a sctir"WA Jnasted cabs Damon corner of ttte said nego M"
Cloven pmparty, tltom with IM aRgm chytort in North 90 dogrom 45 t ahwtes
24aegun& East 234.36tbottomoxlstiagkanpip l �e�s omen tem WO
4on
aid ClW nprapatW o d timaaid DLVM p;openy,
IinoNorth30 degrees 4S mhM1,24 serortdsEW 128.)4 feat to sunwdadttgirenptpe,
rho pond and plMo of baghm1oS. Containing 20AS7 aster, ae surveyO& by Charles
Frmm:s RIM p.L,.8. L-2911 on rely 7, 2005. Tito oottraed eontatnad widdn are
sorreet is angtli8s rdGttfauatrip and an te0e141te i�T , 33.
SUMM=to A 100r otCsmlina Power 6t LWARnse (CgQForretewaspWpo� BoxsOtttN of title, sae; U 1# ;N&
214,135, and (9) $aatt 2, Fega 141, Fender f�nnty Ile el of M,7
Node.%

Jun-00-2016 10:452m From-MURCHI M TAYLOR ATTY
+910TS36561 T-435 P.016/031 F-995
41h-
arasr
Cult E H. SWICE0000
fR OF aEE03
,' PI)IDIIFCQURTY. NO
t j
61'., IAM%' °
Womam OAVID U.
/ W-C Flush bear
P.D. CrAwar t
U402
1Rnr # Z/'
i3
O 1
' THIS IMP, made sad trderad thlt 81"H do of July, 2001, by and balvvaen.
MMId A. HUPHAM IwidoK 111018111 "0rantnr" I, PULY Of the *at pans and, DIM NORTH
0AROLINA 1, t.14. a North Garollna United LbbEy Company 1"Grante4'i. party of the
second part, whose rmlana adalsaas lea
401 City Avanud, 8uha 71(1. Buda dynwyd, PA 1gOO4
Tba dadgnatitn (Ifantor and 61rallto as used ha in shed InaNde seld parties, their hah.
euawseors erd entgns, and efitdl Inalude ainguler, plural; mtsaulno, faminine or neuter at
saquirad by soya.
W11N6990TH
IMAT dw add Grantor, in ocnoldwE Ilan of the mum M YEN (410.001 DOLLARS, and
other good and vehtsble coneldowflane gold is it, moelpt of which In hereby PcM wwlsdgad,
hae bargained and e01d. and by thaw proeastta daft hereby 0rent, bergekb Wl and evnvay
ranv the said onmtes all of followlttn described lande partially hwated In the Town of surf
City. Pander county, North Carolina, and be&.mom ptrdoulaiy dmdbod ar ldfwA at „
[fain& all of to ialm heat or
TotYedgp. F t& caebw+a I
upon 1"k A halde eti I
iM TO'1a05 Pander Csuegr bxwa eppii
raaesd, a d all meal, aauaty. otrta mud WWI lava ao0 �gula
rs bd va to the sadag.oeeapmmy, WMdirlden, UNA Makatt u: and
indopmod arum rlmva prap dy,
4

jun-M-2006 10:452m Fran-MUMNIS0N TAYLOR ATTY
[phone] T-m P.II?A31 F-895
h Wei prpmlaes,
To HAVE AND 10 W ,�jqw;u
Q9� eaesme a, tenementa, duties,
together with all a bslonttkt0 ppertatning ur►to the said
ublIPWIMs and eV]ur 9
, G
13rantae, In fag IIM
AND said Grantor aovgnants with tha (lrantas Grantor Is aelsed ht ire iGtipie
of the above granted snd deaadbed premises, and has good fight to sell and aarw4V the some
in fog stmpi4, that the itle it rnuketablo and free and Clear of oil enaumbrnrteg smart QW nd
heroin set forth, and exarpt or 2OOU ad valorem texas, and uaudl uddty
some oya n t the lw+ful �alamo and d mandr of env and oil persons witamacevand hat sold Grantor wjil WARIlAt4T and MEW ehe title the
IN 70TIMDNY u1IKHRIMP, the Grantor has caused the® IrtatIument to he exatxrted In
Ila company
empa seals aA the Its day and outhoduod year focal above ur/mRna0ere who have tWouMc vet thelr
w%d
STAW 01F TjORfH CnYtoz M
CbUrr you mww►r om
Re&E�
� a No" Yttblla in sand fbr the
hatAd NBILIJtlm (wldo* paesartallY Vpaerod
C)MMty aad Stele do bark ast
bdfbro rw ibia day and eokaowlodged the dtle ettestttiasr of Jim ibrolong instrt►mant for Om
putposat thaarein �presead,
yl►1(fBl ffq my 1kT d and rAtarlsl seal, tbie the day of7aly, �005
Myjp i NctaryYnbtta

Jun-00-2006 10:45am Froet-WRCHI= TAYLOR ATTY +916T636561 T-435 P.018/031 F-995
Rg
4, 0 , t n�
V �
D=GALL nf*Attraotoontalmns20.467acm;maw artaso, 117'aN "lF,
Faader Catatty, *dh Cui ft sdd ltdat nave pAitionlArty deaerlhed 1ty aauAAo` And
dtstettaesaaoardlsg w a autt►tq�dAded 7uly 7,2805,1sy G71Ar9oa1<Yaralsl;i�e,P.I..S.1.,�L,
as tbilawA:
Cammmft at a sal magoetto ra0 in the omiarllsa lntevoWion afN C.11. L IS37
Oft Plallaway Clawoh kaad, a 601 iddtakw) and. UA Mahway t7, tmmc
haft said ovntsrllsa iatarseudu Nork 75 d%g im +R4 nn ubm 36 seoaeds 11not
454.161het to an erti ft lMd pipe taealad ht the OAMW sway lhte Of t3. &
3116my 17, #=a amtisning wkh to mid $nsuaa •d4W fine of U.S.
Hi&vuW 171+ortk 64 & mea 49 m"ios= aaoondsFlest 5'WM feetto an existing
iron pipe iosated at itta amman oamer of the Nellie Woes "fly as per Dad
800k42(6 raga 214 md See Gloria J. >]atmas ad Wolin A Shepard prapotV do
Ihnno oEUJ.oF ghwgy 1 M1wM0. 2iftittes 1 N s 3za 22ffi
kWmIyD
anar laftlraap*loasbdatthawaAlemoomarortmQstoaG.He floonandwll6
dAgnsiina RardEwaptepedaee y as perDWBook7S4, Pop 73%thersntttbuhtg
vdh tita said aastom r af-�vqy line .nf 13.8.131atewsy 17 64 degt+eea 30
mdomea 27 movoalo ba 1Z9.95 tiatro an aM3ning itottp>pe lsoatsd at the common
aanter of fire sold Odes 1 d9 atul On Will It. To and vW Match A. 'Tate
property as per Dad Book 746, Page 149, tiaras oonttxtiag vf& tha said esslom
dg i-away line ofU.S. lfigittvay 17 Nddh 64 drones 58 adooms 15 sawn& oast
129.51 Net to an exlelh►g %oa pipe loo vol at the common comer of ties said Tab
pmpo*oadthaVemon nyropratyasperDt*4llookl80116Fsga254,thmsa
coa ttMg wilt tla said eawern riglt ofw line of U.S.13igkway 17 Worth 64:
degeaa I i mimttae 29 Monde But 2IL53 hot to a 1106a6W dtak, toom
maliauing with the add aastem rlgl*cLrtagr Ihm of V.6. II1ataay 17 Nasth 64
dastatm f i misateteZti aeanttdo Stua 1110.2dl�t0 an eXtotiag itmnpipa �eatad at8tb
comawaomorafthaaidgaytonptap jrandtkedamaelJ.Dbtaaproperdraspen
DeadBeok403,PsgalS h=pipsbais b=1edAoath49dagtaar3l
04 second & 1dotRwnent "plea iitg4" kavl+a; a
�� no 4Asgoa of %425,22P.3616 ftm lowkm aid
Ski 1 i l7�rnipnl IasAoseaondai�►stl 3aitam�ds6ng
U w t naoman oam=of fw m1dDbwnpz%axW and tha GW%f.
De ed Book 997,1%p 137, th we Imvfng theseld easlom.
sigitt�trwiq+ l5» Htgkwey I7 and with the said Dmutsaa 11na South 411
datpnes Sb uAnates 14 Aaotuids That 121947 fast to an mtisttng isle pips, end bft
Me TMM POINT OF SBRiNNI14[l: tttvaoe Aom the above d oVbd irae polatof
begbaing and with the mid Deamtas lk*Mttlr 30 dogmas 49 mhmtes 24 sssonds
aeaat!

Jun--09-2006 10:46am From-MURCHISON TAYLOR AT1'Y [phone] T-435 P.019/031 F-895
Hart 13I t esho m aotnor ofthu J:.aalar
Batt 131 a ook , , two With the Sixpard
Unal�or8hi O egmmins 45tnitr .BAlholtoaaettronntdlocatcd.
in tho wcalornooracr of tot 1 of the Bolom Itbtete, asparAfap 13aak 31,
Page 90, thenaolea4h,gihe said 9hepafd Una end W1th a eouticaut Una ofeald Lol I
and Lot 2 of tho Salomon I-ardison Betata gaudi 54 dogmas 41 nbulas 59 aaconds
llaet 309.83 Blot io an Willing into and icOW al the am►thera corner of Lot 2,
dlaaaaaon 0.67 t to a lte said lla�o wd oaetad in the amtlhommllnaof tha Nctfm
aaaanda 700.67 tieeot to an exladng'
lbrdlson pwper(yr► as per Dead Book t428, Psga 265 and Map Book 31, Par 90,
tltanao with the said Hardison lisle Soud154dogmas 41 mita+tm 59 scor s cat
422.1d hot to a set km rod located to !ha aanteriina offling Btalutb, ihang
dre said Hardiaa0 Uno and wUh iba Add ow"no of Ring Branch to AbIlowing
coumas and dhcmv asp Boom 72 dogmas 12 minufas 44 aecouds Woes J 8.36 faatto a
paint, thenco Stwtlt 65 dagrane 46 minnlaf 43 sacoods West 192.9211161 to t point,
lbanc a 90110113 aagraas 12 mltu ou 25 aeaauda West 375.13 lot to a point, thence
Nottlt 99 dDilmes 59 minatas 46 seconds Waft $04 30 feat to a pohA. 4=001'tortti
74 dave s 43 minutes 29 monde Wag 113.96 riot to a p01nt, filaaae North 80
daven 14 minutes 58 aecande Waot871.69 real to apoini,ihanea Notth 43 de&eea
41 Iniuufos 35 aeconda Waft y i0!11 faatM a point Ioaatedat dloetntdTorx ilst of
din Cflorla L Doilmmod Norm R. Sile�pa�rd ppmnotty oe pKNW Rook9P7, PAP140, thtutoo Jeavhrg The bald aaddllhm offte LSranahand wish llla eeaforn Dealmbs
and 81"Nul line Naiih 30 dagmas 45 abWaa 24 saoonda Rant 257.32 that to an
axWng im pips Located at the common aoruel' of ihn aid Destmas and Shopasd
prapa,V god he MaCager Balls pwperty ra Va Ctfad Book 929, page 250, t1=0
truth dte oastamAatts IbM Noo 30 dogceas 45 TaMt a 24 eaooradu Iixet 115.58 fat
1C a ad ironrod located otth9 aontalon aoruoroftlle bald Betts I Mterty and &a NH
CI%4m3 property, thense W10t em aadem ClbytwLl(ncXar0130 dagmas 45 mfantea
24 Amuds saet434.36 fbot toed e,dadaghonpipe loabted stthacommon Samar of
the &WClaytonpMpeztyand flressldDtttonpmpuy,titeaaavddtlheeastatnDlxtra
IfaeNorth 30 desm14s minutes 24 evoan6s$aef 128.J4hot manaxiedagfron pipe,
9ie point and plane of hegttnting. Caatainhtg20487 auras, ns stuvayod by ClTbrlas
f3aacmis Riggs, P,LA,1.-%981 ea .hlty 7, 2005.'llte oaureas oantafned within am
omm in eng*v ralatlat * and ftauaod to 1NAD 83.
t,rnr_r fn a ImpokofigJA & hrtd 13aaemaut.
asilnt" n{;(1)Book367,Pogo605;(2)13aok214,PaP
Wj
135; cad insdart4J' 1legierer of made.

Jon-0$-2009 10.40am rron-MORCNl30N TAYLOR ATTY
COW
sep0,ri0
i
u+a A P . -
U
+0101631581
0099TY,
P 11NJ RMINoN, rAno), A +Gii1 MON, �].,,i►.4,
S xl=mh I hvaneq WomingtoHI MCI ?J<411
T-435
P.121/031 F-895
f3TATZ OF NOR11;`S CMOLINA - `,� , �"°'t'�
tv f��
COUNTY GI P RR "`�4igt6gar
TAX PARCIU
Tim D>E m, MR& this day of •Wi 20(15 by end bdiwoons
VERNON CIAdYTON AS+iii WIM onNA CIAMM, hwoi% v d►ethee me or amn% celled
eR° NToR% and DCWC WOM CAROUN4A A L IAA it Nmfh Cerollaa WWI 1111btllly
mpany whcoo malling addrasa is 401 City Avmm Butte M. Hale Cynwyd, PA 19004 haralai
whothorono ornm% oWbA aRANTEZ
IlfTAlESDITH IIJIL 4
THE GRAMRB, for and he oanAdarstiat dTan Dollars (S IUO) and oth
vah Wo oan0madum tv tb= in basal paid by Ibe O the romis w3
eokaowledA have bh�alned and sold. and bythusproeantf
unto GRA�VY'8B and Its moaee m and as4ipnr 6oreveti fed In
NOW Hanover Cmty. Nssitlt Carollaa, desrdtbod In erorn sadopm I Rpm, MR
hoWn by xelh =m,
mm

Jun-00-2006 10:460 From-MUMUISON TAYLOR ATTY +010536561 T-435 P.021/031 F-305
721P63Io
STMECT TO all s of racerd, all
govenunontat land use Biota v , uding zoning, subdivielon
and WNW m8tdado�iA, � � meae years.
TO
3i iV Flu To linr�u tho above g u��iAAropim togodwr with all
rivllegea, easemaott tonbntonta and app duffotltne belonging,
aad alugalar, iite rights, P
or is ae5r Ae. appo taift unto tb* said GRANM its auceeagors and assigns, In the aiM A%
0u4vef.
AND TRG G1tA1001tg, ibr themselves, their halo, suMoasorg and assigns, do
owy,amnt to and with the said di AN= Ito gpesessora and asaigos, that they are seized In'm
of Ilia pmpmy desarlbcd &va; that Choy havo good fight to sell er4 cossvay the stana In feo .
s1a�p1w,1W the same is am+ and clear ftm Lby and ali m1dotlons, easements or ommbwwo,
voil
mipp
weg and defbnd the title 10 the aeme� mtlds
60 lauvr& alahns demands of an and ell
tit
persorm whousaova.
IN Ti6BMMONY WH}31ttMP, ft geid GRANTORS bave hereunto sat their hands os of
two day and year first above written.
Olti1 C TON
(t' w(A CLAYTON
VAII S OF
CaUNfY 4F
A Notary Publie in end ihr the State gad
Co" albressid, do certify glut lilexl+ioN A
CLAYTON AND GWA M 'YTOT4 Personally
appoamd before me ibis day end aokaowledgad the doe exeeuthm, of the AwSoing lnstmment,
vraMS my hand ad I goal this ay
- 2
b43►Cetneai6910nBxpirass a.�
OIIl1 bMUMUM�1
1110= W p
• di1r�

Jun-09-2006 10t+47am From-MURCHISON TAYLOt ATTY
[phone] T-435 P.022/031 F-095
6,725 AGMTWton MS. Itlgia W 17
Topsail Townrhlp, Pandas' t7P**, KOM C2109"
Commarehtgate, satmotan pnalllathe oeetoriWIntowdlenofi4.C,S.R.IS17(Maagoflow4Y
Church Rasa, am do, rightra$ar0 aid [t.8. Higbaaly 17, thence laavlag mid eantediee ietereeotiea
North 7S dggrems 24 minutau 56 smmadm But 414,Id loot to an auktiel Jron pigs baled tithe
eastern
rraasf[ASaMmokuwq�li73+&rmth 4dRUM
4117DOWsaiaoixrs&Wlftftmid �sa8.42fl:att nneetetEoSftbn
pips Ioastedaathe aamrnataarrrosa�IhaNalllat++foor�psoperq+aspar'11rndJjaok A56, laaeal8 end
the L %eo J. lhaumee and Noww x Shgmrd popery as pur Used Rack 9n Page 140. tl=0
ooatkWoSWbbthemeidumunrtgh, t-wglhveot't].B.MAWW17Nodh64degmcaet4ml%UM12
meaan do Rant 326.22 loot to ae ddading bwm plpo iooehd At line a AMAIt 000W eitim 00m a,
Hsrdlarm and vA h davWiee A iirrdleon pmgte14y u per Deed Book 754, Paps 74 ttasM
onntinuingidoithaeshla bmd*toPmfineofW.M810vW 17No&f4dog =J03 27
aaaonds Hest 129.9Sr foot tots existhigiran pips !coated 81 the onnttaoe now Deere said Qelam
pragarty agar] me tn►!1! 1i,'i'astn and vulflsMarlaA. 75mte parportyDmil
>i7 i 64 dagmoes 50
iheatee oeofltadngwith tins Held eeatomrJ�tt�f�tn�g►lhtaaf U.Y.
mlautoe 1S woanuit+Seat 123,3! tbatia aaaralmtbagtemplpe iaroatod.tthe northemaoraere�tlaemrdd
'1'ateprnpo and baingtho'1'8118PWNTQFtttfNQ�thenosiEamtheatJovedeeaelbedtrae
point of bonatnH leaving the sntlQ eewtarn right of�wr0► Ilea arf U. P. 17 and with to said
rats ilao $outlt da8txea 1r& taietttes 43 wam»da Heel 19494 tlmetta eve exleting h+otr p$re, ihence
oomimalegwllh the safd Tate 1hw134ttth 64 dew !9 miannas 47 aeararulm Wort 1Z3.77 bat to ea
existing lion stake located la the aodhemacmer of the Won 0. Hamdtaota and wiib, k gnellm A.
HstdJmrpropargrssperAard Doak 7A Page 64 dmoses whb the awtlmasterma]mtoaiteehlett1649
da ro I mtatateM00aeoamhNnt J29AD Detto as esistlel Iron PIP%thertaeaontltta6 Wir the
maid orm line 6oteh 49 dagraee 81 mk►tttas23 amoaeds VW 342AM Seat to a point kaao d le ON
aorheranotuara'oftima0aram»ti`bhrrdlroan sad wlAt±aquelhroD, Ilardleoalaapattyamtueumed>]aok
913,Pop 9x,domwithtleamikaelornt,>atgL10801adt49deveamil5maireuer242esarWNEW
100.38feadtoapointlaostedlethe aomaimoonWofdtaARM pstaAprapertyeodlhaMetWDW
propemtyeeparnevIDaok52 2,theaoewlth0reaarOmasaaleaal�abliaseSouta49akmgnosOS
Itttttes06 liraatredlaoetadlnthevre4lrxatlineolihai:tagdFkalham
t taNamth9Qdegtcae4Smafima1er24s000ttdel;i�334.360rot
i asbdatlheaommoamrae<aPthoold Htttfmarapm"twantift mma D.
er per a v e 131, Gum leaving lbot" d Htdham line sand vah the
aid eQPsae aagoodeeaatadmWaat903.60�etm mnr,dmenaewrtfaning
Withthaee greaaatmimmtee0lseaasmdmWa�t79o.5 foettosaextad»giraaa
pigs laeaW kt the meld a d e valy ilnaatUA, Highway 17. said exiallag lrmh pipe being
looW 8a A49 dbaw=311 mlostate4 vocuode Weal I11.99 Aret itoraAl,C.Q.I, Moamuemn"Plea
1964" hevins a uodWg of 2MT20A881 end mm coding oP2pCi5,2H1.362, thmm having meld
ermkalegiramplpearnd veltirtiw atldamstern,dBht�wo)r itaaofU,B, Niglrway 17 Smnand4ie� 11
mhralea29meeoads�Ywt tl1B.� ttetta aelglal+�wvaydlatt, Qrertnoamamdraingwmllh said aneaearrigU�
aivt+ray lino of U.B. fliCWv 17 $oath 64 do cm 11 mimuaa 29 wands West 29.23 Ant to mn
existingirwtplpe, thoposet vA Bainga po dion ap ftprpperWder W ad In Deed
Book I o0ikPap"4 of11►ePeadmrCvwtylteglitry. Caauslaing 6723 cares, es mmvcyadWharlan
irrmrrohr RIBBA P.LA.1, mi an bly 19, 20M Tk oatusea aontadaed whhinare came% tsar
raletiaaahlp and sro rahbmteed IONALD 83.
Further, l zgWy desoripalm 1nolvdor mom Awtared home ttdmkh Omntors laiemnl to be
ttuted mm cool property aid wiQeh is desadbul kExhibit B (taolaretion of Retail tar Affix
the Mwult hated I3ol10 to Hand Prapetfyj, attached hereto and inaatpon ed bowels by
refenen,

Jun-00-2006 10:47w From-MURCNISON TAYLOR ATTY [phone] T-435 P.023/031 F-005
$K272 I P93 {2
NORTII CAROLINA E?n Ic Tt�t
00Uf4 V OF PMMIL s'ntstd �aMt ty�orl G Cf 8 47 ,`h
7heunds rsl6mrd owaert haroby emd y w4deelare "'allows'
G. We Ire the aymm of that antalo mndMad home (Home) dstdedbad as f011owsl
MArutfboturor-Make Redman
Year/ of sales 1994 Stombrook
V8hIWGjWIfjojjdopXmobcr IP'n3Q �1B and fPW0664T
SarlalNumbdr
7. Sold home ban bream or will be plaead upmr Real Pmpetty, which !s owned barHwosrspwouamt to
deed reoorM h1 I3aak 1009, PW 2i4, Ponder (Mmq UJI11 y, snore 1'er"arly 4rzsvri W as
follows (inaludlrtg talc pntvel oa map ides4lflossdwn
S, It Is Owwd apman IaledW that dte Flame ha oomsldowd and treated as Rea Pro" 1b Bit
the
purpoea+, o1 fkat may 9MV9anoes of or eaoumbroaees upon the RMI PmP�
&me ea pow"A nt 6rijrcaYt "tlhw&.
9. Killion
X_� (A) the biome Iles nosier hoar tifta by the North G�rellsta Ilopernment of lV"sportatlon,
171vS W of Motor Vottioles aml 016 original Monu6icturds Carttdoate of oflgim (,,,) In or (Q Is
not attaohod, or .
(0) the title has bean rarrendarad and annooied by Said 3livlsIGH of byfiWr Volrhstos.
10. 'pre Boole bu been or w be II*d, asresred ad oyas�r far advaktrem
taxes In the aheva QouniY !a the s lttiw't93(131y Al!
persondl propony wron for eve baron pall in ail ptsresaust
to NAW.105.3"
11. '[foe ibllawing amsstita o Ilarss{ or rho Homey Real P�+opartys
owuom covenant dust ihls D aleradon may be rolled upon by loaders, fAMharere, attotltrva wtitiq ddo
to said Prepsrtp, Title Ir SM11oo aosnpanlas Instlttng tide to said Rol PMP V 010100116 the home dO s
55303

Jun-09-885 10:4T= From-MURCRISON TAYLOR ATTY [phone] T-436 P-024/031 P-895
61ie�o claw owm
is"s

Jun-09-2006 10:48am From-MURCHISON TAYLOR ATTY 1.0107636561 T-435 P.025/031 F-095
"Kim crasw a/Zaep $ i PG 2 9 9
ON
arsu A Q l� I� 9 A�M�(h 09
` ftRwj- ` b aaaQ wnav�l ae
DREGS 7
lETY, NC Rpe 00unly wo
pM{� e�.Re,�'Sti�4�k�.aoad
STt�dp MORTH CAltU11MA
[1JgIQTItA1+ WARRAI►i'1't' DIt'tOf
OP PINDRR
mWID FAKE NO'A7ca Tice Miernq preparing tikk im truweant has mada no record
seuvh or We emmtminadws,as to like proprr(y heroin descelbad, emless MO saenc is shown by
kis writtett and signed mPtIeate. Burgher, no tax Adrfoe of o" nature Teas born rendered
to the partles to dale inatrooftt. ,
MAIL AFTER RWOR MO TO:
TH1.4MTKUMBNT WAS PnPAP= BY. KODURT W. YClL1;.OY, PC
Rip l)BS0R11' C14N poR TIM %MaX.- .571 l acros, Topsail Y'amdblp
PAWEL I.D. I( .t
R� a'FA t� S340A0
'LT-M d8® msde We,Z day of Aeaember, 7AR15, W and between
W11{.I. H. TAIS
A"a Willey
WARD A. T'6TA
lwdll
TH ChROLINA I, L.L.t~
fpfugagwinued Liability Coup"
AYlr<ae, SsrUe 7x0
Rule s IrA 19004-UN
Mu &dgnation Ckmaor and Clrantee as used harem shall Include sdd patties, their heirs,
suacossuxe, snd &mpigas, snd ehali include eie,gutor, phital, n,esaaline, fomininoor noutar 99
required by emdaxt.
iw
w

lun-D9-2D06 10:4119m From-MURCHISON TAYLOR ATTY 4910T6365B1 T-435 P.020/031 F-096
t�ti 285 1 PG3
wPiY�596'Pff, drat the Qrantt►r. fiar avaluahle et�ltEmatlett
Wdch is buoy wbowledgod,ne attd liby these presents ve9►
unto She Rratttee fn fca mimpl0. all brat eetwit lot orp its n oky
TaPmBTb P, PenderCo=W.North (:ardi to ad . Iowa:
on attadhed MMft 1W' wb16h fslttocrporated by refs mse
es if iVLw mot "herein.
,no prcporty hWetoabM dcaarlbod was notlulted by [amnior by lnelmant mearded In Deed
Book 746 at Pop 148,?ender CWPO y Rgbtry.
A map showing the above devorlbed pmp" h seaarded in Pld hook, Page .
To HAVB AND TO lliOLD the afaresatd tat orpowl of land nt+d all privileges and
apptmamt m 111mmlo belonging to *0 (trentee to he simple.
And the i mgw eovemnta with *c Ck atce, that Grader is seised of the premises to ft simple,
hen the dghl to convoy dw same bt he chnplo, that aide is marketable tmd free and clear efall
en mtuabraaee1, amd that Ormfor -*9 wwme bad defend the title ag hO tha lawful 014= of oil
persons whomattaver amp fat the mqdmbwwmfta stated.
Title to the mearty h alaabo m dew is wNed to the lblkmh a ettcentienss
1. Ad vttiorem two fbr the year 2005 cart tnrbeeWent years.
2, Cttateral Wilily service easements ad ABW afwny efmwmA.
3, lied dive cove bm" orrewd.
4. Loos , ernmty, ows at dal govemn= laws or rwiattama Weliva to
omhNuttent, nufng wbdivialop, Doomlivow, use of "Gumodon ofthts
- atti�eetpreperq►.
IN WnNM VIMI P, Outer has heraamtn set his band and seal, the dv amd year
ttrat abo
g �. Y EAP
L TATE
.0 1- - j - &t...(BBAL)
MA13lA A.'TAT

Jun-09-2006 10:48atq From-MtIRCHISON TAYLOR ATTY [phone] T-435 P.021ABI F-095
State ofNonh Cam
t
Ctfunty of.
1, . ti Notary u a for COunty� �
Cat aline, owilfy that Wllrt� A. 9'/! , Imawn to mo ar by pravidfng soclat rotory
evidena6 ofhis identity intha farm of •tcw,4ppwrod beibra Ma d* day,
aoknowte VAS to the thathavotunte O algned the fatoping CIOMMOat for the p0+pose abased
thoraln and In the onpaoity Indicated.
i!hs ., day oPUca
Is canber
•''r(( OR
ublic
CT
(20OW
rf _ 1 s.. My 4"otnmtaalan Bxpirost t b
State of North Carolina
County of--Tmj&r
T, tsy.i -S. 1 VMrA t n _ NotWPablio for f)nS� Cmmt.YD Narlb
Cmllna, oattlf,'ythx MA[t1A A. TATA balm ptuaottel[y lttittown to MOM by P%Mding
astitkotmy W&r,m of her ldendty lst the fbrm of,A f_"Av jgca It gh!fg gp=vd btdbsa ma
this day, ac1mowiW&g 10 uta that she voloonf iy idgntrd &o tregaim dOakmant Or tiro
pugxwo $tared therale WO in tho cups* Indioated.
Dowd this OwAO day of 1>e wl)cr 2005.
S ..... 1't, �• N N Abfto
' het �. My Commiseton Bttpires;
W.. s
s
Tha fm8aing . Li y telano aertiiicd to be oarreot.
Vila Insttumen2 s cetttflniyb� t the data d time and In the Bw* e04
Pogo ehaatn on tlta t pilp hereo
BY,

Jum-69-2000 10:48am From-WRCHISON TAYLOR ATTY +910i6365111 1-435 P.028ASI F-096
&QMU mus I PG302
gc
R1�t l N County, lioslh Camllaa, sod f,alt:g mma
13agisaint; at a aaw tree pipe to tho $aulhexctcm rlghtaf %V line of U.L
17. SO feet S,mn tea cot 0do thereof, sold Baitirningpoiat baing locate[
Booth 43 ohs 49 minutes 45 seeondo Wei 43.52 foot Bonn the cemmmt
oonmr of L,ot 3 and Lot 4 MlMia due lands of'U.S. 17 as Shown on a mV
er&W "Map of SurM fm lames D. Jsaoba" 1'ird as x000*d as sn N
attuohad to the flood loam Maly N. Davwon,'kVldow, to Junes A Jaoo6a
and Nomun. L Shepaal mo orded to Hook 479 at Pop 0 of the Ponder
tmmay iteglstry, said bcgtmdng point also bft laeatsd 000th 62 dol,rcea
59 Wnutas 51 saswtds vast 239,50 feet &M N.Q (kodatto Survey
'traverse Stadon Was Wah has N AJM 83 Grid Ctumdiaates of North.
E0,217,S7I "cra and But 739,211.388 *stets, said slodon Flea being
located Bomb SP d*w 36 minuros 4' emonda West 1677.715 [het loom
NA Cfaodatia Savvy Tmverae Station. Ckmd% (buff and distanse
equaft, Clomrds to Ilan, N.C, Grid, N.AA $3, $nth 54 dogrcea 05
mlu tes 27.5 seooti b Wast $11,366 Ad= or 1617.706 feet; r► %S
ihmoa. f m said begivatcg point with do dividing tin betwasn trot 9 and
Lot 4 as shown on du above mentioned map, Soudu 43 dogmas 49 nimlaa
45 wooWs 8ast200,00 that to a tiew teat pia, mnnlggihsit% 8onth69
dagreer 40 tuimm�a � seeSttds Waal 133,85 loot t4 an aoaiattag iron �a1ia
in iha dividing lion betwom Lot 2 sad %ot 3 a slta�M 0031 die %have
ittentioaat trap, nsuft thence vdth said dividing Unk Wadh a43 dwm mtad
46 ttdlWu Wed200.00 iiiet to a rdw iron pipe In thr.
Saxttlieasmw ifgU ofway Jule of U,9,17, said new lroa I*o being located
Baup3 43 degiasg 46 *tellies Baal 2L27 feet Own Ala onnaaM mamas d
Lot 2 and Lot 3 width the boattds of M 17 as chase on the above
mandoned lmep, said new lmn pipo also being boated is *hard iWearing and
dianon, non, aimm the above mandmd right ofwaY Srte DfNw i 69 degrees
a0 tnhiutos 15 seconds Bast 129M *t from art existing iron pipe at the
oiost Morthem comer of W I or Tnaet "M so show* on the above
raetaloned Snap; nMnb3g dm above deso:lbed ice
inter Ilan pipe, wilt[ doe above saN
U.B. L7, an lriagalat MW to the
bagLmti>g or etidieg 1 a e and dtatanee of
Nodk 69 degran 49 I
orkstmentlawflawiro.
ffie above desadbed ptanal aoalain.s t<ppxox6aatoly 0,321 I Aotr€ and 1a a otttoui of tho
above manna nod Lot S. The above rlagm*M was prepared by Johxla G. Genamn,
ltegista Laud Survoyor, No. L-1347 from a umv survey dated Novamber 15, 1969 of the
lands somaayed 1iom J.P. Jacobs and udib, Cwo&* Jacobs to C.A. King in Heck 215 at
a"3

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reflrenru to which atado for am= pe 1mgar dmaptlon,

Jun-02-2006 10s40am Fran-MlICHISON TAYr_OR UTY
+0107636561 T-435 P.031/031 F-806
2957
THE MOPE, TV 1a11<UINAW'VJM dasc�(bq� u c r
ran girded In >3o01c ,_,_ itt Pap_at the 11,05
l a s ode
TO UA'VE AND TO MULL the aforesaid tot or pattral of land and all
appurlonaaaca thMI0 belongtag to ilia, Orontes In fee ab qft
AND TBI; GRAWOR t7OVENA1lFl H WPITiME Utonteo 6d Grantor is setzad of
the premisoafR>fq simple, his ilia right to convey the sumo In fee simple, that 110c Is moilmlable
and free and star of all ancumbranew, and that Welar will warrant and dafeed tha two agatast
the tawfW claims of all poisons whomsnaver except for the exceptions hereiaa W stated.
Title to the pmparty harefmbove desedbod is subject to the fbllcwhW exaeplionm
Rlgltcs of way antl oasamonis of record, It any.
7W ing and/or subdlvhlon ordinance and tegulatlons, If any.
RuslrlCtive Covenants Dfreaard, irony.
Ad valorestt (sues for 2006 and subsequeatyears,
IN W1TNES9 WBISi WF, tha Grantor liar, hareanto set his band and seal tho day sad
you first above wifttm,
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STATE OFNOXTH OAl2D1]NA
MUl4'1'Y OF 1'2N1 M
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Rochelle shil ,amen Ln Rachalle, Jr., Orounis personalty appaated bofom me this day, and 1
have seen sadstsaary evldtoxso a of tliait Idtstttlies with phatopaph In the foam ofcunut
drivers iitarme. Hach 1 dged to mo that tic/ sha voluntarily s4pod tho forogolua
out
rjn9 my GAIMONMOMWIMIJiel this __L day of May, 2006,
'tasty public
13xpltes: ,�.t Z � 7•+''t1

ENVIRONMENTAL SERVICES, INC.
524 S. NEW HOPE ROAD
RALEIGH, NORTH CAROLINA 27610
919-212-1760 • FAX [phone]
www.environnlentaiservicesinc.com
22 November 2006
Mr. Everett Gupton, E.I.
Cavanaugh & Associates, P.A.
130 North Front Street, Suite 202
Wilmington, NC 28401
Re: Turtle Creek Phases 3-7
Soil Evaluation
Pender County, North Carolina
Dear Mr. Gupton:
RECEIVED
APR 0 4 2007
DWQ
PM # _
ESI Project # ER06-043.04
During August through October 2006, Environmental Services, Inc., (ESI) conducted soil evaluations for
thirty areas proposed for stormwater disposal within Phases 3-7 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 upland areas. These
evaluations included determining the depth to seasonal high water table (SHWT) as well as a determining
infiltration rates by conducting in -situ saturated hydraulic conductivity (K,et) tests at twenty-six of these
locations.
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 Kureb fine sand (KuB), Leon fine sand (LnA), Mandarin fine sand (Ma), and Onslow loamy
fine sand (On) 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) where
possible within the proposed stormwater disposal areas within 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.
Onslow loamy fine sand
Portions of the soils evaluated within Phases 3 through 5 are generally similar to the Onslow loamy fine
sand series. The surface horizons extend to a depth of 10 inches BGS with textures generally consisting
of fine sand. Soil structure within the surface horizons is generally weak medium granular. The
subsurface horizons extend from depths ranging from 10 inches to greater than 60 inches BGS with
textures generally ranging from sand to sandy clay loam. Soil structure within the subsurface horizons
ranges from weak fine subangular blocky to massive.
Restrictive horizons were not observed between within 60 inches of the soil surface at the areas evaluated.
Evidence of a SHWT was observed from 12 to 34 inches BGS. Topography within these areas is
generally flat with slopes ranging from 0 to 3%.
JAC.KSONVILLE • ST. AUGUSTINE • COCOA 6 JUPITER • DESTIN • SAVANNAH • ATLANTA • RALEIGH • CHARLOTTE • ASHEVILLE

ENVIRONMENTAL SERVICES, INC.
Turtle Creels Phases 3-7
Soil Evaluation
22 November 2006
Page 2 of 4
Mandarin fine sand
Portion of the soils evaluated within Phases 4, 5 and 7 were generally similar to the Mandarin fine sand
series. The surface horizons extend to a depth of 6 inches BGS with textures generally consisting of fine
sand. Soil structure within the surface horizons is generally single grained. The subsurface horizons
extend from a depth of 6 inches BGS to depths ranging from 18 to 20 inches BGS with textures generally
consisting of fines sand. Soil structure within the subsurface horizons is generally single grained. The
upper subsoil horizons extend from depths of IS to 20 inches BGS to depths ranging from 36 to 42 inches
BGS with textures generally consisting of fine sand to sand including weakly cemented fine sand. Soil
structure within the upper subsoil is generally massive. The lower subsurface horizons extend from
depths ranging from 36 to 42 inches BGS to depths greater than 60 inches BGS with textures generally
consisting of fine sand to sand. Soil structure within the subsurface horizons is generally fine sand.
Restrictive horizons were not observed within 60 inches of the soil surface at the areas evaluated.
Evidence of a SHWT was observed from 26 to greater than 44 inches BGS. Topography within these
areas is generally flat with slopes ranging from 0 to 3%.
Leon fine sand
Portions of the soils evaluated within Phases 7 are generally similar to the Leon fine sand series. Portions
of the soils evaluated within Phases 4 and 5 appear to be within the transition zone from Mandarin to
Leon. The surface horizons extend to a depth of 6 inches BGS with textures generally consisting of fine
sand to sand. Soil structure within the surface horizons is generally single grained. The subsurface
horizons extend from depths of 6 inches to depths of 16 to 22 inches BGS with textures generally
consisting of fine sand to sand. The lower portions of the subsurface horizons contain layers of weakly
cemented fine sand. Soil structure within the subsurface horizons is generally single grained to massive.
The subsoil horizons extend from depths of 16 to 22 inches BGS to depths greater than 60 inches BGS
with textures generally consisting of fine sand to sand. Layers of weakly cemented fine sand are present
within the subsoil horizons. Soil structure within the subsoil horizons is generally single grained to
massive.
Restrictive horizons were observed at depths ranging from 16 to 22 inches of the soil surface at the areas
evaluated. Evidence of a SHWT was observed less than 12 inches BGS. Topography within these areas
is generally flat with slopes ranging from 0 to 2%.
Infiltration Rates
Infiltration rates were measured at twenty-six locations on the project site. Kit measurements were
conducted with a compact constant head permeameter (cchp). These measurements were conducted at
soil depths ranging from 10 inches to 29 inches BGS. The measurement locations were areas that may be
potentially used for wastewater infiltration basins and/or stormwater infiltration devices. A detailed soil
profile description was completed at each test location.
The in -situ K,.t values were calculated based on field measurements using the Glover Equation.. Kt
measurements ranged from 0.36 hiches/hour (in/hr) to 9.43 in/hr [5.38 gallons/day/square-foot (gpd/fe) to
141.04 gpd/ff].
Table 1 summarizes the in -situ Km measurements for each location and includes: location; soil series;
depth to SHWT; depth and horizon of conductivity test; and conductivity measurement at each location.

ENVIRONMENTAL SERVICES, INC.
Turtle Creek Phases 3-7
Soil Evaluation
22 November 2006
Page 3 of 4
Table 1. Soil Borine Information and In -situ Saturated Hydraulic Conductivity Measurements.
Soil Boring
and/or
Conductivity
Test Number
Soil Series
Present
Depth to
Seasonal High
Water Table
inches BGS
Depth/Horizon
(inches BGS)
Result
gpd/
in/hr
K..t 3-1*
Onslow
34
29Bt
59.97
4.01
.t 3-2*
Onslow
26
21Bt
95.70
6.40
K..t 3-3*
Onslow
26
29Bt
25.70
1.72
&.t 3-4*
Onslow
26
21Bt
94.78
6.34
t 3-5*
Onslow
26
28Bt
100.25
6.70
SB 3-6*
Onslow
30
N/A
N/A
N/A
SB 3-7 *
Leon
18
N/A
N/A
N/A
RS-1+
Onslow
26
N/A
N/A
N/A
RS-2+
Onslow
35
N/A
N/A
N/A
RS-3+
Onslow
22
N/A
N/A
N/A
4-1*
Onslow
24
191B
6.28
0.42
K..t 4-2*
Onslow/Leon
18
11
2034
1.36
.t 4-3*
Mandarin
32
24
22.63
1.51
K.gt 4-4**
Mandarin
44
11
5.60
0.37
Kut 5-1**
Mandarin
36
1 14
6.28
0.42
K.,t 5-2*
Mandarin/Leon
26
13
26.67
1.78
Kg 6-1
Onslow
Kureb
28 ...
36
_ 16
5.38
0.36
K..t 6-2
24
86.58
5.79
KS.t 6-3
Kureb
36
16
118.48
7.92
K,t 6-4
lKureb
26
23
9.03
0.60
6-5
Onslow
30
2,3
7.67
051
K..t 6-6
Kureb
31
14
24.33
1.63
K..t 6-7
Onslow
34
12
109.37
7.31
K.,,t 7-1 * *
Leon
<12
N/A
NIA
N/A
K..t 7-2**
Mandarin
36
15
95.82
6.41
7-3**
Leon
<12
14
85.43
5.71
K..t 7-4**
Leon
12
13
90.66
6.06
Xw 7-5**
Mandarin
28
12
65.88
4.40
&,t 7-6**
Mandarin
26
10
98.10
6.56
Kat 7-7**
Mandarin
24
13
98.21
6.57
K.,t 7-8**
Mandarin
24
11
141.04
9.43
K.,t 7-9**
Leon
<12
10
129.61
8.66
A-1**+
Mandarin
30
N/A
NIA
N/A
"Denotes SHWT depths approved by NCDENR personnel on 15 August 2006.
**Denotes SHWT depths approved by NCDENR personnel on 16 November 2006
+Denotes soil borings only; Ksat test have not been conducted at these locations as of the submittal of this
evaluation.

ENVIRONMENTAL, SERVICES, INC.
Turtle Creek Phases 3-7
Soil Evaluation
22 November 2006
Page 4 of 4
An on -site soil evaluation was conducted on 15 August 2006 and 16 November 2006 with Mr. Vincent
Lewis of the N.C. Department of Environment and Natural Resources (NCDENR) — Division of Soil and
Water Conservation, The SHWT depths, as approved by Mr. Lewis, are listed and denoted separately
above in Table 1. The remaining SHWT depths have not been approved by NCDENR as of the submittal
of this evaluation.
Conclusion
ESI evaluated soil borings at thirty locations and conducted saturated hydraulic conductivity tests in
twenty-six locations in areas proposed for stormwater infiltration devices. Evidence of SHWT was
observed within 12 inches of the soil surface to greater than 44 inches BGS within the areas evaluated.
K,.t measurements ranged from 0.36 in/hr to 9.43 in/hr (5.38 gpd/ft to 141.04 gpd/iV).
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.
]osh Witherspoon, LSS
P
Senior Scientist
Attachments: Soil Boring and K,.t test Iocation map

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INFILTRATION SITE VISIT REQUEST
Name of the Proiect : Turtle Creek
Location (attach a clear vicinity map): SE of the Int. of NC 210 and Atkinson Loon 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 dirt path across from Fire Station.
Owner/Applicant Name: DCNC North Carolina 1, LLC
Consultant Name: Cavanaugh & Associates. 130 N. Front Street Suite 202 Wilmington NC 28401
Consultant Contact Information: [phone]
Phone, fax, email, etc.
3-1 _3-2 3-3 3-4 3-5 3-6 3-7
Existing ground elev. @basin/trench= 23 23
SHWT elev.= 20.1 20.8
SHWT plus 2' (max. bottom elev.)= 22.1 22.8
20 28 23 21
17.8 25.8 20.5 19.5
20.8 27.8 22.5 21.5
Date/Time of Soils Investigation : August 21, 2006 / 9:00 am
Summary/Comments:
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
the 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

WATERSHED CLASSIFICATION
The Villages at Turtle Creek
Stormwater Management High Density Permit Application

State of North Carolina
Department of Enviroultnent and Natural Resources
Division of Water Quality
WATERSHED CLASSYNICATION ATTACEMENT
Any -changes matte a this form'will result in the application being returned.
(TFIIS r )BMMAI'BEP,'0T0C0PIBDFpR UlSEASAN0RI01NW
INSTRUCTIONS.,
To deta mine the elassXication of the watersheds) in which the subject project will be located, you are required to
submit this form, with Items 1 though 8 completed, to the appropriate Division of Water Quality Regional Office
Water Quality Supervisor (see Page 2 of 2) prior to submittal of the application for review. At a minitnum, you muK
include an 8.5" by 11" copy oi• the portion of a 7.5-minute USGS Topographic Map that sbows the surFaoa waters
immediately downslope of the project. You must ident* the location of the project and the closest dawnslopes
surface ,waters (waters for which you are requesting the classification) on the submitted map copy. If the fi toility is
located in the Neese River P asin, also include a copy of the soil survey map for the project locatim Tlu:
corresponding aaa-discharge application may not be submitted ttndl this form is winpletetl by the ap�►ropriatts
reoeiiii office and included v'ith the submittal.
1. Appiicani's game (naMe of tiie•xnunioipality, corporation, individual, etc.): Dill er Commulliol. lix
2. Name and complete addre: s of applicant: Dilsheimer Commu ities Inc (Tom Miner) - 401 Gity Ava Q
City: Bala State: J& - — Zap: 19004
Telephone number: ( 610 ) 617. 9700 ' F■osimile number: (610) 617,9933
3. Project name (name of tare subdivision, facility or establishment, etc.): The Village at Txd§ Creek
4. County whom project is located: Ponder Cgnaey ,..
5, Nanw(s) of closest surface watora:
6. River basins) in which tb.- project is located; rDe F,OILMer Basin
Topographic map name w id dato:
7 37 5' 35r'
8. North Carolina Profession al Engineer's seal., sigpature, and date:
r
TO'. REGIONAL OFF ICE'►' RATER QUALITY SUPERVISOR
P1ea,Re provide me with the cl %ild icatiou(s) of the surface waters, wall
these activities will occur, as i 3ebtfied on the attached map segment: .
N
and appropriate river basins) where
Names) of surface waters and rivet' basin(s): , �� S
Classifioation(s) (as establisht-d by the EMC): `��E1 H Q�
Proposed olassifieation(s), if i pplieable: -
River brain buffer rules, if ap; 01cable: , 44L MMOMM— M: pr.11MV CAS • Ito10-1
�i
Signature of regional off personnel: L...— date:
FORM: WSCA 10199 Page 1 of
good; 31;3I4I�iS:IQd 80�ET 600i�60/0

SITE LOCATION MAP
The Villages at Turtle Creek
Stormwater Management High Density Permit Application

February 12, 2007
Linda Lewis
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
CAVANAUGH
Solutions through integrity and partnership
i C � o
vC'
Re: Request for Stormwater Permit Application at The Villages at Turtle Creek - Phase III
Dear Ms. Lewis:
Our office received a request for a Stormwater Permit Application for The Villages at
Turtle Creek Phase III on February 9, 2007. This request was in response to the
Sedimentation and Erosion Control Plan submitted to the Division of Land Quality on
September 29, 2006. The Sedimentation and Erosion Control Plan was subsequently
denied by Carol Miller. A copy of the disapproval form received on October 19, 2006 is
enclosed. The permit request was subsequently delayed until future submission when
a revised permit application will be submitted to the Division of Land Quality. At this
time, a Stormwater Management Application will also be filed for The Villages at Turtle
Creek Phase III.
If you have any questions or concerns, please do not hesitate to contact me at your
earliest convenience.
Regards,
Cavanaugh & Associates, P.A.
- �NAII; Nin
Everett C. Gupton, E.I.
RECEIVED
FEB 1 3 2007

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
February 7, 2007
Brian Dilsheimer, Manager
DCNC North Carolina 1, LLC
2528 Independence Blvd., Suite 104
Wilmington, NC 28401
Subject: Request for State Stormwater Management Permit Application
The Villages at Turtle Creek Phase III
Stormwater Project No. SW8060949
Pander County
Dear Mr. Dilsheimer:
On September 29, 2006, the Wilmington Regional Office received a copy of an Erosion Control Plan for the
subject project. The North Carolina Administrative Code requires any project that must receive either
Sedimentation and Erosion Control Plan approval and/or a CAMA Major permit to apply for and receive a
Stormwater Management Permit by the Division of Water Quality. Any construction on the subject site, prior to
receipt of the required permit, will constitute a violation of 15A NCAC 21-1.1000 and may result in appropriate
enforcement action by this Office.
Either a Stormwater Permit Application Package including 2 sets of plans, completed application form, fee, and
supporting documentation, or a written response regarding the status of this project and the expected submittal
date must be received in this Office no later than March 7, 2007. Failure to respond to this request may result in
the initiation of enforcement action, and construction may experience a subsequent delay.
The NPDES 010000 Federal Stormwater Permit that accompanies the Erosion Control Plan approval letter must
NOT be considered the Coastal Stormwater Management Permit, which will be signed by the Water Quality
Supervisor. Please reference the Project Number above on all correspondence. If you have any questions,
please call me at (910)-796-7215, or email me at [e-mail].
Sincerely,
Linda Lewis
Environmental Engineer
ENB/art: S:IWQSISTORMWATERISTORMSUB1060949.feb07
cc: Pender County Building Inspections
Everett Lupton, Cavanaugh & Associates
Wilmington Regional Office File
Central Files
Doug Huggett
)►dell .
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwa1ggua1Lty.qrg Fax [phone]

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Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, PG, PE
Director and State Geologist
Land Quality Section
October 18, 2006
LETTER OF DISAPPROVAL
CERTIFIED MAIL 7006 0810 0004 4463 2487
RETURN RECEIPT REOUESTED
DCNC North Carolina I, LLC
Brian Dilsheimer, Manager
2528 Independence Blvd Suite104
Wilmington, NC 28401
RE: Project Name: The Villages @ Turtle Creek Ph III
Project ID: Pende-2007-123
County: Pender, Surf City, NC 210
River Basin: Cape Fear
Submitted By: Cavanaugh & associates
Date Received by LQS: September 27, 2006
Plan Type: NEW
Dear Mr. Dilsheimer:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
The erosion and sedimentation control plan submitted for the subject project has been
reviewed and is disapproved for the reasons listed on the attached sheet.
You may submit a revised erosion and sedimentation control plan for approval addressing
those items outlined on the enclosed form. Under the authority of NCGS 11 3A-54. 1 (a), this office
has 15 days from the date of receipt to approve or disapprove your revised plan. However, if you
wish to contest the disapproval of this plan, you must request an administrative hearing within 60
days of your receipt of this Letter of Disapproval. 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, 6714 Mail Service Center, Raleigh, North Carolina 27699-6714.
Wilmington Regional Office
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 - Phone: [phone] I FAX: [phone]

Letter of Disapproval
Brian Dilsheimer
October 18, 2006
Page 2of3
A copy of the petition -must be served on this Department as follows:
Office of General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, North Carolina 27699-1601
Pending approval of a revised plan or a decision on an appeal, commencement of any land -
disturbing activity associated with this project shall constitute. a violation of the Sedimentation
Pollution Control Act of 1973 (NCGS 113A-51 through 66).
Please feel free to contact this office at your convenience if you have any questions or if we
can provide any assistance in resolving this matter.
Sincerely,
Carol N. Miller
Assistant Regional Engineer
Land Quality Section
CNM/CNC/asb
Enclosure: Reasons for Disapproval
Cc: Everett Gupton, Cavanaugh & Associates
LQS-WiRO

Letter of Disapproval
Brian Dilsheimer
10/ 18/2006
Page 3 of 3
REASONS FOR DISAPPROVAL
Project Name: The Villages @ Turtle Creek Ph III
Project ID: Pende-2007-123
County: Pender
1. Inadequate sediment storage for 3.78 acres of land disturbance.
2. Provide a detail for the temporary wetland crossing.
3. Re -design the temporary wetland crossing in order to prevent erosion and sediment loss
into the adjacent wetlands.

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, PG, PF Land Quality Section
Director and State Geologist
September 28, 2006
LETTER OF RECEIPT OF EROSION CONTROL PLAN
DCNC North Carolina I, LLC
Brian Disheimer, Manager
2528 Independence Blvd Suite104
Wilmington, NC 28401 Nor
RE: Project Name: The Villages @ Turtle Cree Ph III
Project ID: Pende2007123
County: Pender, Surf City, NC 210
River Basin: Cape Fear
Submitted By: Cavanaugh & associates
Date Received by LQS: September 27, 2006
Plan Type: NEW
Dear Brian Dilsheimer:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
i n/ 5 ys_rc/ —
5Ei' 2 --' 2005
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. 11 3A-54(d) (4)).
The Act further states that this plan must be filed a minimum of 30 days prior to the activity and the approving
authority must approve or disapprove the submitted plan within 30 days of receipt. Failure of the approving
authority to approve or disapprove the submitted plan within the 30-day period will be deemed approval of the
plan.
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 applicant's 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,
T6ZJOme
Land Quality Section
cc: Everett Gupton, Cavanaugh & Associates
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 R NATURAL RESOURCES
LAND QUALITY SECTION
EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
PROJECT NAME: The Villages (nD- Turtle Creek Ph III DATE: 9/27/2006 0:00:00
PROJECT NO.: Pende2007123 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 Oct 17.2006 . 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
x 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 or through 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
x 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: Provide wetland crossing detail.
STORMWATER 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
Method of soil preparation
Seed type & rates (temporary & permanent)
Fertilizer type and rates
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