20041161 Ver 2_Individual_20130408

5outkern Environmental Group, Inc.
5315 Soutl, College Koad, juite F • Wilmington • Nortk Carolina 28412
rk 910.452.271 1 • Fax. [phone] • www.segi.us
28 March 2013
Hand Delivery
Ms. Emily Hughes
Regulatory Division
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
Mr. Chad Coburn
Division of Water Quality — 401 Unit
127 Cardinal Drive Extension
Wilmington, NC 28405
0 4- it 6 1 L) a-
f
Ir"P
- APR 8 2013
NR -W
RE: Covil Crossing Subdivision Lots 3,4 & 62 Individual Permit Application
USACE AID: SAW - 2002 -00323
DWQ Project #: 041161
Dear Ms. Hughes,
Southern Environmental Group, Inc. (SEGi) has been retained by THAI T LLC (herein referred to as the
"Applicant') to request and secure USACE and DWQ approval to fill 0.087 acre of 404 jurisdictional
wetlands on lots 3, 4 and 62, within the Covil Estates Subdivision.
Two impacts are covered with this request. The first is an after -the -fact impact of 0.017 acre, which took
place on lots 3 and 4, and the second is proposed fill on lot 62 and consists of 0.07 acre. The purpose for
the impacts is to provide access and lot fill and is necessary to ensure that the project is economically
feasible for the Applicant. The Applicant proposes to offset the impacts by making payment to the
NCEEP at a 3.6:1 mitigation -to- impact ratio.
Enclosed you will find the Individual Permit Application and Supplemental Information Document with
accompanying attachments. As always, should either of you have questions or concerns, please feel free
to contact me at 910.452.2711 or via email at dlutherannasega.us. Thank you both for your assistance with
this project.
Sincerely,
Dana A. Lutheran
Project Manager
Enclosures (1)
Cc: Karen Higgins — NC DWQ 401 Oversight Raleigh (4 copies and $570 filing fee)

17. DIRECTIONS TO THE SITE
From the Wilmington District USACE Office, take Market Street north. Take a right onto Gordon and another right onto Military Cutoff
Take the second left (Covil Farm Road), then take the second left onto Snug Harbor Drive. Locust will be the second road on the left.
(See Attachment 1 - Supplemental Information for details)
18. Nature of Activity (Description of project, include all features)
The project includes the filling of 0.00 acre of non - riparian wetland and 0.00 acre of tributary. Heavy machinery, such as dump trucks and
bulldozers will be used to bring clean earthen fill onto lots 3 & 4. A 36" RCP, with associated energy dissipater, will be installed under the
access drive of lot 62.
(See Attachment 1 - Supplemental Information for details)
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
The purpose of this project is to facilitate the construction of an access drive and residential dwelling on lot 4 and access drive to lot 62.
(See Attachment 1 - Supplemental Information for details)
USE BLOCKS 20 -23 IF DREDGED AND /OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
(See Attachment 1 - Supplemental Information for details)
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards:
Type Type Type
Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards
(See Attachment 1 - Supplemental -
22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions)
Acres
or
Linear Feet (See Attachment 1 - Supplemental Information for details)
23. Description of Avoidance, Minimization, and Compensation (see Instructions)
(See Attachment 1 - Supplemental Information for details)
ENG FORM 4345, OCT 2012 Page 2 of 3

24. Is Any Portion of the Work Already Complete? ZYes []No IF YES, DESCRIBE THE COMPLETED WORK
The wetland impact on lots 3 & 4 has already taken place. The wetland was filled back in 2006 and has been consistently mowed over the
past 6 years.
(See Attachment 1 - Supplemental Information for details)
25. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (n more man can be entered here, please such a supplemental licit).
a. Address- See Attachment 1 - Supplemental Information
City - State - Zip -
b. Address -
City - State - Zip -
c. Address -
City - State - Zip -
d. Address -
City - State - Zip -
e. Address -
City - State - Zip -
26. List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application.
AGENCY TYPE APPROVAL' IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED
NUMBER
(See Attachment 1)
' Would include but is not restricted to zoning, building, and flood plain permits
27. Application is hereby made for permit or permits to authorize the work described in this application. I certify that this information in this application is
complete and accurate. I further certify that I possess the authority to undertake the work described herein or acting as the duly authorized agent of the
applicant. /
SIGNATURE OF APPLICANT DATE S 11 UR F AGENT DATE
The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
ENG FORM 4345, OCT 2012 Page 3 of 3

Attachment 1
4 IOU..
5r-Gi
Us:
Lots 3, 4 & 62 Covil Estates
Supplemental Documentation to the Individual Permit
Requested By
THAI T LLC
Mr. Dick Thompson
912 Arboretum Dr.
Wilmington NC 28405
Prepared By:
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
910.452.2711
Date:
28 March 2013

Table of Contents
Section Title Page
I.
Purpose and Need ................................................. ...............................
1
H.
Location Existing Conditions .................................. ...............................
1
III.
Project History ..................................................... ...............................
1
IV.
Project Description ................................................ ...............................
1
V.
Avoidance and Minimization .................................... ...............................
2
VI.
Alternatives ....................................................... ...............................
2
A.
No Action .................................................. ...............................
3
B.
Alternate Site Location .................................... ...............................
3
C.
Preferred Location ......................................... ...............................
3
VII.
Sequence of Events ............................................... ...............................
4
VIII.
Compensatory Mitigation ........................................ ...............................
4
IX.
Adjacent Property Owners ...................................... ...............................
4
X.
Other Authorizations .............................................. ...............................
6
XI.
Summary ........................................................... ...............................
6
Appendices
A.
Vicinity Map ...................................................... ...............................
i
B.
Current Aerial ..................................................... ...............................
ii
C.
New Hanover County Tax Info ................................. ...............................
iii
D.
Expired Jurisdictional Determination ......................... ...............................
iv
E.
Expired NC DWQ 401 Water Quality Certification ......... ...............................
v
F.
Expired USACE IP .............................................. ...............................
vi
G.
NCEEP Payment Receipt ........................................ ...............................
vii
H.
Proposed Wetland Impact ............ ............................... ...........................
viii
I.
Preliminary Impact Map ......................................... ...............................
ix
J.
2004 Authorized Impact Ma
K.
Adjacent Property Owner Key Maps .......................... ...............................
i ix
TOC -i

Covil Estates - Lots 3, 4 & 62 Individual Permit Supplemental Documentation S LG 1
I. Purpose and Need
The purpose of this project is to construct three residential dwellings, with associated access drives, on lots owned
by the Applicant, within Covil Crossings, a part of Covil Estates, off Covil Farms Road, in New Hanover County,
North Carolina.
II. Location and Existing Conditions
The proposed project is located at 7006, 7007 and 7011 Locust Drive, within Covil Crossing, a section of Covil
Estates subdivision, in New Hanover County, North Carolina (34. 26286 °N, - 77.8225 °W). From Market Street,
take Gordon to Military Cutoff. At the intersection, take a right onto Military Cutoff and then a right onto Covil
Farm Road. Take the second left, Sunset Harbor Dr., and then take the first left onto Locust Dr. (see Appendix A).
All three lots are located on this cul-de -sac. The addresses and PIDs associated with these lots are as follows:
Address PID
7006 Loqust Lane
R04400 -005- 117 -000
7007 Loqust Lane
R04400 -005- 114 -000
7011 Loqust Lane
R04400 -005- 113 -000
The project limits encompasses approximately 6.44 acres. An area of pine flat wetlands still remains between lots
4 and 5. Currently, most of the lots have been built out and infrastructure (roads, utilities, stormwater measures)
have been installed throughout the subdivision (see Appendix B).
III. Project History
The Individual Permit (IP), as well as associated Division of Coastal Management CAMA Consistency
Determination and Division of Water Quality Certification (WQC), was issued to Dallas Harris Construction.
Immediately thereafter, the IP was transferred to Covil Crossing Group, LLC, who installed the roads,
infrastructure and constructed most of the houses in the development. Unfortunately, like many subdivisions in
New Hanover County, Covil Crossing fell prey to the collapse of the housing market and the remaining lots were
turned over to the bank. Since that time, THAI T LLC, has purchased the lots, with the intention of building
houses on them (see Apppendix C).
The project numbers associated with Covil Crossing include those listed below:
Issuing Agency
Document
Project Number
Date Issued
Expiration Date
*USACE
Jurisdictional Determination
Unknown
1/25/2001
Expired with IP
*NC DWQ 401
401 WQ Certification 3499
041161
8/3/2005
Expired with IP
*USACE
Individual Permit
2003 00323
11/9/2005
12/31/2008
DCM
CAMA Consistency
CD05 -001
8/11/2005
Expired with IP
NC DWQ
State Stonmwater Permit
SW8 040616
12/15/2004
_
DLR
S &EC Permit
GP 38-04
10/29/04
Expired
Viable 1. Project numbers associated with the project
' A copy of the permit has been included (see Appendix D-F)

Covil Estates - Lots 3, 4 & 62 Individual Permit Supplemental Documentation 5F_ G1
The previously issued EP and WQC authorized the permanent impact of 0.252 acres of 404 non - riparian wetlands
and 0.48 acre of Waters of the US (see Appendix J). These impacts were to be offset by the Applicant's payment
to the NCEEP for 0.504 acres of non -riparian wetland restoration credit and preservation of the remaining
wetlands (1.1 acres) located within the project area. According to our records, payment to the NCEEP was
fulfilled (See Appendix G), but the preservation was not recorded.
IV. Project Description
The Applicant anticipates impacting 0.087 -acre of jurisdictional wetlands with the development of lots 3, 4 and
62 (see Appendix H — Wetland Impact Map). The table below denotes the impacts to wetlands that are anticipated
to take place or are are being accounted for after the fact:
Wetland Proposed / T e Jurisdiction
Impact After the (Road crossingg bbuilding footprint, (Section 404,10 DWQ 401, Proposed Impacts
iD Fact utility. etc.) other AC (SF)
After the Fact I Single Family Lot Fill and Access Drive
Proposed I Access Drive to Single Family Lot
404 Non - Riparian Wetland
0.07 (3,066 SF)
404 Tributary
0.017 (750 SF)
Total Proposed / ATF Impacts
0.087 (3,816 SF)
Completed Impacts
0.715 (31,145.4 SF)
Previously Authorized Impacts
0.732 (31,885.92 SF)
Cumulative Project Total
0.785 (34,194.6 SF)
A Previously Authorized
0.07 (3,066 SF)
Table 2. Wetland Impact Summary .
Heavy machinery, such as a bulldozer, grader, back hoe, and track hoe, will be utilized during the construction
process. The machinery will be used to clear the land, stabilize the soil, establish grade and to transport and
deposit the proposed fill material within the project boundaries. Sediment and erosion control measures will be
installed prior to commencement of land disturbing activities.
Coastal wetlands are not anticipated to be impacted by this project, and the project is located outside any Areas of
Environmental Concern (AECs). A CAMA Consistency Determination is being prepared concurrently with this
permit application and will be submitted to the USACE and DWQ upon receipt.
Threatened and endangered species and archaeological concerns were addressed within the previously issued
DoA and DWQ permits, as well as the DCM's CAMA Consistency Determination. No changes have occurred
since the issuance of those authorizations.
V. Avoidance and Minimization
These impacts were accounted for with the original application submittal. During the permit process, the
developer demonstrated avoidance and minimization by eliminating lots, specifically between lots 4 and 5 and
lots 43 and 44, on the original site plan and even went a step further to eliminate another lot to further minimize
the impacts (see Appendix I). Unfortunately, during the construction of the subdivision, the grading contactor did
not have the revised plan and impacted the area of wetland located on lots 3 and 4. This impact was shown on
plans previously submitted to the agencies. The wetland area between lots 43 and 44 has not been impacted and
remains in its natural state.

Covil Estates - Lots 3, 4 & 62 Individual Permit Supplemental Documentation S E-G I
V1. Alternatives
The Applicant considered other potential means of developing the subject parcel, and has been unable to find a
practicable alternative that would achieve his goal and meet his stated purpose.
A. Alternative 1. — No Action
The No Action Alternative (leaving the proposed impact areas undeveloped and restore unauthorized impact)
would not be feasible, as not developing these lots would make the project economically impractical.
B. Alternative 2. — Alternate Sites
Using an alternate site is not feasible for several reasons: 1) all infrastructure and roadways are in place at the
proposed site; all three lots are currently owned by the Applicant; and the Applicant builds homes equal in
quality, design and size to the existing homes in the subdivision.
C. Alternative 3 — Preferred Location
The proposed impacts are the preferred alternative, as they provide the location specific impacts necessary to
meet the purpose and need of the project.
VII. Sequence of events
Stormwater and S&EC permits were secured during the development of the subdivision and all of the
infrastructure (roads and utilities) are in place. Thus, work is to commence as soon as DoA of the Individual
Permit and Water Quality Certification have been issued. Work associated with the driveway access to lot 62 will
consist of installing a 48" concrete manufactured pipe (see Attachment D for details). No work is required within
lots 3 and 4, as this area has already been filled.
VIII. Compensatory Mitigation
Wetland Impact Area 2 was offset with payment to the NCEEP for 0.504 acre of non - riparian wetland restoration
credit (see Attachment F). The Applicant proposes to compensate for the after -the -fact impact of 0.07 acre
associated on lots 3 & 4, with payment to the NCEEP, at a 3:6 mitigation to impact ratio. A request for acceptance
to make payment for 0.25 acre of non -riparian wetland credit has been submitted to the NCEEP. Once received, a
copy will be forwarded to the agencies.
IX. Adjacent Property Owners
The following table includes all the properties that abut the project limits (see Appendix K).
Number
Parcel ID #
Owner
Land Address
Mailing Address
1
R04400 -005- 056 -000
THAI T LLC
7102 Loqust Dr.
Applicant
2
R04413 -003- 001 -000
Holingsworth Karen S.
7101 Long Boat Cir.
Wilmington, NC 28403
3
R04413 -006- 002 -000
Wetherington Robert L. Carolyn
110 Snug Harbour Dr.
Wilmington, NC 28403
4
R04400 -005- 054 -000
Duncan Michael G. Deborah
7005 Long Boat Cir.
Wilmington, NC 28403
5
R04400 -005- 053 -000
Bishop Jeremy S. Janice L.
7003 Long Boat Cir.
Wilmington, NC 28403
6
R04400 -005- 052 -000
Martinette Cecil V. Jr. Sarah E.
7001 Long Boat Cir.
Wilmington, NC 29403

Covil Estates - Lots 3, 4 & 62 Individual Permit Supplemental Documentation Sr-G1
7
804400 -005 - 030 -001
BPA
123 Military Cutoff Rd.
4350 Lassiter at North Hills
Suite 230
Ralei NC 27609
8
R04400 -005- 082 -000
THAI T LLC
7002 Trailmark Rd.
Applicant
9
R04400- 005- 081 -000
THAI T LLC
7006 Trailmark Rd.
Applicant
10
R04400 -005- 080 -000
THAI T LLC
7010 Trailmark Rd.
Applicant
1 l
R04400 -005- 079 -000
THAI T LLC
7014 Trailmark Rd.
Applicant
12
R04400 -005 -077 -000
THAI T LLC
94 Snug Harbour Dr.
Applicant
13
R04400 -005- 076 -000
Cronen Verne E. Myma P.
7100 Trailmark Rd.
Wilmington, NC 28403
14
R04400 -005 -071 -000
Boyd David G. Gayle A.
7103 Loqust Dr.
Wilmington, NC 28403
Table 3. Covil Crossing Lots 3, 4 and 62 Adjacent Property Owners. Please note that New Hanover County's GIS system does not provide
the mailing address for property owners. What is provided in this table is to the best of SEGi's ability.
X. Other Authorizations
The proposed project will require the following environmental permits:
Type
Agency
Project Number
Date Issued or Applied For
401 Water Quality Certification
NC DWQ
Applying for concurrently with IP
CAMA Consistency
NC DCM
Applying for concurrently with IP
State Stormwater Permit
New Hanover Co.
SW8 040616
Issued 15 December 2004
S &EC Permit
New Hanover Co.
GP 38-04
Unknown
Table 4. Other A uthorizations
XI. Summary
The Applicant believes the development plan is the least environmentally damaging, practicable alternative.
Measures have been taken to minimize impacts to wetlands to the greatest extent practicable. The Applicant is
proposing that mitigation for the proposed impacts will be fulfilled by making payment to the NCEEP for 0.25
acre of wetland restoration credit.
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U.S. ARMY CORPS OF ENGINEERS
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
OMB APPROVAL NO. 0710-0003
EXPIRES: 28 FEBRUARY 2013
33 CFR 325. The proponent agency is CECW -CO -R.
Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching
existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding
this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense,
Washington Headquarters, Executive Services and Communications Directorate, Information Management Division and to the Office of Management and
Budget, Paperwork Reduction Project (0710 - 0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be
subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT
RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of
the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries
Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320 -332. Principal Purpose: Information provided on
this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other
federal, state, and local government agencies, and the public and may be made available as part of a public notice as required by Federal law. Submission
of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set
of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see
sample drawings and /or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application
that is not completed in full will be returned.
(ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO.
2. FIELD OFFICE CODE
3. DATE RECEIVED
4. DATE APPLICATION COMPLETE
(ITEMS BELOW TO BE FILLED BY APPLICANT)
5 APPLICANTS NAME
8. AUTHORIZED AGENTS NAME AND TITLE (agent is not required)
First - Dick Middle - Last - Thompson
First - Dana Middle - A Last - Lutheran
Company - ThAI T LLC
Company - Southern Environmental Group, Inc. (SEGi)
E-mail Address - dtj222 @botmail.com
E -mail Address - dutheran @segi.us
6. APPLICANTS ADDRESS:
9. AGENTS ADDRESS:
Address- 912 Arboretum Dr.
Address- 5315 South College Road, Suite E
City - Wilmington State - NC Zip - 28405 Country - US
City - Wilmington State - NC Zip - 28412 Country - US
7. APPLICANTS PHONE NOs. WAREA CODE
10. AGENTS PHONE NOs. WAREA CODE
a. Residence b. Business c. Fax
a. Residence b. Business c. Fax
(910) 617 -1632
910.452.2711 910.452.2899
STATEMENT OF AUTHORIZATION
11. 1 hereby authorize, SEGI to act in my behalf as my agent in the processing of this application a to furnish, upon request,
supplemental information in support of this permit application. 0 19 ^ [9 9
u, 4ohm en 4-- Z k(5 1'
SIGW OF APPLICANT DATE
AP -
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTMTY
12. PROJECT NAME OR TITLE (see instructions) ' SR UAl ITY
Lots 3, 4 & 62 Covil Crossing
13. NAME OF WATERBODY, IF KNOWN (if applicable)
14. PROJECT STREET ADDRESS (if applicable)
Unnamed tributary to Howe Creek
Address 7006, 7007 & 7011 Locust Drive
15. LOCATION OF PROJECT
Latitude: -N 34.262864 Longitude. -W - 77.822574
City - Wilmington State- NC Zip -
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions)
State Tax Parcel ID Municipality R04400 -005- 117 -000, R04400- 005- 114 -000 & R04400005 -113 -000
Section - Township - Range -
ENG FORM 4345, OCT 2012 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3

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PARID:R04400- 005 -117 -000
094UL4 0
Owner
THAI T LLC
city
7006 LOQUST DR
Parcel
FL
Country
Alt ID
315807.58.7609.000
33323
Address
Unit
7006 LOQUST DR
_
city
WILMINGTON
ULUnquali6ed
Zip Code
-
Sale Flag
Neighborhood
E4B01
A
Class
RESfteddendal
n ,
Land Use Code
958- Unused Land
v
Living Units
Adj. Amount
Acres
.81
,
Zoning
R-15-RESIDENTIAL DISTRICT
Total Land
Legal
Total Buildings
$0
Legal Description
(0.81 AC) LT 82 SEC 2 COVIL CROSSING ® COVIL ESTATES
Tax District
FD
Owners
094UL4 0
Owner
THAI T LLC
city
SUNRISE
State
FL
Country
COVIL CROSSING GROUP LLC
Zip
33323
THE DATA IS FROM 2012
Sales
Sale Date Sale Pdoe Grantee Grantor Book Page Sale Key
09-JUL-10 $1,110,000 THAI T LLC COVIL CROSSING GROUP LLC 5496 2447 462125
Sale Details
Sale Date
094UL4 0
Sale Key
462125
Sale Price
$1,110,000.00
Grantee
THAI T LLC
Grantor
COVIL CROSSING GROUP LLC
Sale Source
-
Book
5496
Page
2447
Sale Validity
ULUnquali6ed
Sale Type
IMPROVED
Sale Flag
STEB
A
Instrument #
Instrument Type
Warranty Deed
Adj. Reason
Adj. Price
Adj. Amount
Values
,
Year
2012
Total Land
$85,600
Total Buildings
$0
Appraised Total $85,600
MARKET VALUE SHOWN - EXEMPTIONS TO BE REFLECTED IN AUG BILLS
THE DATA IS FROM 2012

PARID:R04400- 005 -114 -000
Grantee
Grantor
BOOKER A MY B
Page
7007 LOQUST DR
Parcel
PREMIER HOMES OF NORTH CAROLINA LLC
THAI T LLC
Alt ID
315807.58.6981.000
465019
Address
7007 LOOUST DR
PREMIER HOMES OF NORTH CAROLINA LLC
Unit
1901
\„
City
WILMINGTON
COVIL CROSSING GROUP LLC
Zip Code
-
462128
Neighborhood
E4801
Crass
RES-Reddendal
1 of 3
Land Use Code
958- Unused Land
Living Units
Acres
.15
Zoning
R- 16- RESIDENTIAL DISTRICT
Legal
$90,000.00
Legal Description
(0.15 AC) LOT 9 SEC 2 COVIL CROSSING ®COVIL ESTATES
Tax District
FD
Owners
Grantor
Owner
BOOKER AMY B
City
HENDERSON
Sale Source
State
NC
Country
Book
ZIP
27537
THE DATA 18 FROM 2012
Sales
Sale Date Sale Price
Grantee
Grantor
Book
Page
Sale Key
31a1UG -11 $90,000
PREMIER HOMES OF NORTH CAROLINA LLC
THAI T LLC
5583
1897
465019
31a1UG -11 $129,500
BOOKER AMY B
PREMIER HOMES OF NORTH CAROLINA LLC
5583
1901
465020
09JUL -10 $1,110,000
THAI T LLC
COVIL CROSSING GROUP LLC
5496
2447
462128
Sale Details
1 of 3
Sale Date
31- AUG-11
Sale Key
465019
Sale Price
$90,000.00
Grantee
PREMIER HOMES OF NORTH CAROLINA LLC
Grantor
THAI T LLC
Sale Source
M Verified via MLS
Book
5583
Page
1897
Sale Validity
V Vedfied for Use
Sale Type
VACANT
Sale Flag
STES
Instrument #
Instrument Type
Warranty Deed
Adj. Reason
Adj. Price
90000
Adj. Amount
0
Values
Year
2012
Total Land
$85,500
Total Buildings
s0
Appraised Total
-
$85,500
MARKET VALUE SHOWN - EXEMPTIONS TO BE REFLECTED IN AUG BILLS
THE DATA IS FROM 2012

PARID:R04400- 005 -113 -000
09-JUL-10
Sale Key
THAI T LLC
Sale Price
7011 LOQUST DR
Parcel
THAI T LLC
Grantor
Alt ID
Address
315807.58.7848.000
7011 LOOUST DR
-
Unit
5496
Page
City
WILMINGTON
i
Dp Code
-
Sale Flag
Neighborhood
E4601
A
Class
RES-Reddentiel
Instrument Type
Land Use Code
968- Unused Land
Living Units
,
Acres
18
Zoning
R- 16- RESIDENTIAL DISTRICT
Legal
Legal Description
(0.18 AC) LT 4 SEC 2 COVIL CROSSING ®CONIC ESTATES
Tax Diable!
FD
Owners
Owner
THAI T LLC
City
SUNRISE
State
FL
Country
Zip
33323
THE DATA IS FROM 2012
Sales
Sale Date Sale Price Grantee Grantor Book Page Sale Key
09JUL -10 $1,110,000 THAI T LLC COVIL CROSSING GROUP LLC 6496 2447 462129
Sale Details
Sale Date
09-JUL-10
Sale Key
462129
Sale Price
$1,110,000.00
Grantee
THAI T LLC
Grantor
COVIL CROSSING GROUP LLC
Sale Source
-
Book
5496
Page
2447
Sale Validity
U- Unqualified
Sale Type
IMPROVED
Sale Flag
STEB
A
Instrument #
Instrument Type
Warranty Deed
Adj. Reason
Adj. Price
Adj. Amount
Values ,
Year 2012
Total Land $85,500
Total Buildings $0
Appraised Total $85,500
MARKET VALUE SHOWN - EXEMPTIONS TO BE REFLECTED IN AUG BILLS
THE DATA IS FROM 2012

A,
ARTICLES OF ORGANIZATION
m
SOSID: 1154975
Date Filed: 6/17/2010 2:22:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C201016800218
�O
THAI T, LLC
The undersigned, being of the age of eighteen years or more, does hereby make,
acknowledge and submit these Articles of Organization, pursuant to N. C. G. S. Section
57C -2 -20 for the purpose of forming a limited liability company under and by virtue of the
laws of the State of North Carolina:
1. The name of the limited liability company is THAI T, LLC.
2. The period of duration of the limited liability company is perpetual.
3. The name and address of each organizer executing these articles of
organization is as follows:
THE THOMCO GROUP, INC.
1118 Merchant Lane
New Hanover County
Carolina Beach, NC 28428
4. The street address and county of the initial Registered Office of the limited
liability company in the State of North Carolina is 1118 Merchant Lane, New Hanover
County, Carolina Beach, NC, 28428.
5. The street address and county of the initial Principal Office of the limited
liability company in the State of North Carolina is 1118 Merchant Lane, New Hanover
County, Carolina Beach, NC, 28428.
6. The name of its initial Registered Agent at such address is THE THOMCO
GROUP, INC.
1

7. The limited liability company shall be member managed and all members
by virtue of their status as members shall be managers of this limited liability company
2010.
8. These articles shall be effective upon filing.
IN WITNESS WHEREOF, I have hereunto set my hand this day of June,
THE THOMC04ROLIP, INC., Organizer
By:
Dick J. Thompson, President
2

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or
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SCALE I'- 100' Y: JULY 14 2000
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Oft SFO CWVEYANCES, 200 100 0 100 200 goo 400 500
1
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Mr. Dallas Hams
Dallas Hams Construction
PO Box 531
Wrightsville Beach, NC 28480
Michael F. Easley, Governor
EreEIVEIM William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 24, 2005
Re: Covil Crossing Subdivision, New Hanover County
DWQ #041161; USACE Action ID. No. 200200323
APPROVAL of 401 Water Quality Certification
Dear Mr. Harris:
Attached hereto is a copy of Certification No. 3499 issued to Mr. Dallas Harris of Dallas Harris Construction, dated
January 24, 2005. In addition, you should get any other federal, state or local permits before you go ahead with your
project including (but not limited to) Solid Waste, Sediment and Erosion Control, Stormwater, Dam Safety, Non -
discharge and Water Supply Watershed regulations.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
Alan W. Klimek, P.E.
AWKIcbk
Attachments: Certificate of Completion
cc: Jennifer Frye, U.S. Army Corps of Engineers, Wilmington Regulatory Field Office
Noelle Lutheran, DWQ, Wilmington Regional Office
DLR Wilmington Regional Office
File Copy
Central Files
David Syster
Filename: 041161 Covil(NewHanover )401
j&I M l im401 Wetlands Certification Unit !!
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: 919 - 733.1786 / FAX 919 - 73368931 Internet h�J/h2o.enr. state. nc. ust ncwetlands /h2o.enr.state.nc.ustncwetlands
W
, 04`�

Dallas Harris Constructio,
January 24, 2005
Page 2 cf 4
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92 -500 and 95-
217 of the United States and subject to the North Carolina Division of Water Quality (DWQ) Regulations in 15 NCAC
2H, Section .0500 to Mr. Dallas Harris of Dallas Hams Construction to fill 0.71 acres of jurisdictional wetlands and
waters in the Cape Fear River Basin, associated with the construction of Covil Crossing Subdivision in New Hanover
County, North Carolina, pursuant to an application filed on the 19 day of July of 2004, and in additional
correspondence received November 17 and December 30, 2004.
The application and supporting documentation provides adequate assurance that the proposed work will not result in
a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of North Carolina
certifies that this activity will not violate the applicable portions of Sections 301, 302, 303, 306, 307 of PL 92 -500
and PL 95 -217 if conducted in accordance with the application, the supporting documentation, and conditions
hereinafter set forth.
This approval is only valid for the purpose and design submitted in the applicationinaterials and as described in the
Public Notice. If the project is changed, prior to notification a new application for a new Certification is required. If
the property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby
responsible for complying with all conditions of this Certification. Any new owner must notify the Division and
request the Certification be issued in their name. Should wetland or stream fill be requested in the future, additional
compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). If any plan revisions
from the approved site plan result in a change in stream or wetland impact or an increase in impervious surfaces, the
DWQ shall be notified in writing and a new application for 401 Certification may be required. For this approval to
be valid, compliance with the conditions listed below is required.
Conditions of Certiflcation:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general conditions of
this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including incidental
impacts:
Sediment and Erosion Control:
2. Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect
surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.
Amount Approved
nits
Plan Location or Reference
Stream
N/A feet
404 Wetlands
0.25 acres
Wetland Fill Areas 1A, 1B, 2, & 3
Waters
0.46 (acres)
Ditch Crossings 1, 3, & 4 (0.14 acres)
Ditches to be Filled 0.32 acres
Buffers
N/A (square fta--j
Sediment and Erosion Control:
2. Erosion and sediment control practices must be in full compliance with all specifications governing the proper
design, installation and operation and maintenance of such Best Management Practices in order to protect
surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor -owned or leased borrow pits associated with the project.

C.
d.
Dallas Harris Construction
August 3, 2005
Page 3 of 4
For borrow pit sites, the erosion and sediment control measures must be designed, installed,
Operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
The reclamation measures and implementation must comply with the reclamation in-
accordance with the requirements of the Sedimentation Pollution Control Act.
3. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond the footprint
of the impacts depicted in the 404 /401Permit Application. All construction activities, including the design,
installation, operation, and maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur,
4. Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum extent
Practicable- If placement of sediment and erosion control devices in wetlands and waters is unavoidable, they
shall be removed and the natural grade restored within six months of the date that the Division of Land
Resources has released the project;
Continuing Compliance•
Mr. Dallas Harris and Dallas Harris Construction shall conduct construction activities in a manner consistent
with State water quality standards (including any requirements resulting from compliance with section 303(d) of
the Clean Water Act) and any other appropriate requirements of State law and federal law. If the Division
determines that such standards or laws are not being met (including the failure to sustain a designated or
achieved use) or that State or federal law is being violated, or that further conditions are necessary to assure
compliance, the Division may reevaluate and modify this Certification to include conditions appropriate to
assure compliance with such standards and requirements in accordance with 15A NCAC 2H.0507(d). Before
modifying the Certification, the Division shall notify Mr. Dallas Harris and/or Dallas Harris Construction and
the US Army Corps of Engineers, provide public notice in accordance with 1SA NCAC 2H.0503 and provide
opportunity for public hearing in accordance with 1SA NCAC 2H.0504. Any new or revised conditions shall be
provided to I* Dallas Harris and/or Dallas Harris Construction in writing, shall be provided to the United
States Army Corps of Engineers for reference in any Permit issued pursuant to Section 404 of the Clean Water
Act, and shall also become conditions of the 404 Permit for the project;
Road Crossin s:
6. Placement of culverts and other structures in waters, streams, and wetlands must be placed below the elevation
of the streambed to allow low flow passage of water and aquatic life unless it can be shown to DWQ that
Providing passage would be impractical. Design and placement of culverts including open bottom or
bottomless arch culverts and other structures including temporary erosion control measures shall not be
conducted in a manner that may result in aggradation, degradation or significant changes in hydrology of
wetlands or stream beds or banks, adjacent to or upstream and down stream of the above structures. The
applicant is required to provide evidence that the equilibrium shall be maintained if requested to do so in writing
by DWQ. Additionally, when roadways, causeways or other fill projects are constructed across FEMA-
designated floodways or wetlands, openings such as culverts or bridges must be provided to maintain the
natural hydrology of the system as well as prevent constriction of the floodway that may result in aggradation,
degradation or significant changes in hydrology of streams or wetlands;
Other conditions:
7. Protective Fencing
The outside wetland boundary and along the construction corridor within these boundaries approved under this
authorization shall be clearly marked by orange fabric fencing for the areas that have been approved to infringe
within the wetland prior to any land disturbing activities;
r
M

Dallas Harris Construction
January 24, 2005
Page 4 of 4
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules,
and any subsequent modifications, the applicant 2is required to return the attached certificate of completion to
this office and to the 401/Wedands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center,
Raleigh, NC, 27699 -1650;
9. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and
protective buffers in order to assure compliance for future wetland, water and buffer impact. These mechanisms
shall be put in place prior to impacting any wetlands, waters and/or buffers approved for impact under this
Certification Approval and Authorization Certificate.
10. No Wet Concrete in Streams
If concrete is used during construction (e.g., headwalls), a dry work area must be maintained to
prevent direct contact between curing concrete and stream water. Water that inadvertently contacts
live concrete should not be discharged to surface waters due to the potential for altered water
chemistry and toxicity to aquatic life;
Also, this approval to proceed with your proposed Impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAMA Permit.
If this Certification is unacceptable to you, you have the right to an adjudicatory hearing upon written request within
sixty (60) days following receipt of this Certification. 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, N.C. 27699 -6714. If modifications are made to an original
Certification, you have the right to an adjudicatory hearing on the modifications upon written request within sixty
(60) days following receipt of the Certification. Unless such demands are made, this Certification shall be final and
binding.
This the 24th day of January 2005
DMSION OF WATER QUALITY
Alan W. Klimek, P.E.
3499
AWK/cbk
I

Regulatory Division
Action ID 200200323
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
PO BOX 1890
WILMINGTON NC 28402 -1890
Dallas Harris Construction
Attn: Mr. Dallas Harris
November 22, 2005
Post Office Box 531
Wrightsville Beach, North Carolina 28480
Dear Mr. Harris:
0Ll -031 o
01
Enclosed is a Department of the Army permit which authorizes impacts to Department
of Army jurisdictional wetlands; specifically the discharge of fill into 0.252 acres of
Section 404 jurisdictional wetlands and 0.48 acres of jurisdictional Waters of the United
States adjacent and hydrologically connected to an unnamed tributary to Howe Creek, a
tributary to the Atlantic Intracoastal Waterway, associated with the construction of the
Covil Crossing residential subdivision, located at the northern terminus of Snug Harbor
Drive, north of Covil Farm Road and east of Military Cutoff Road, in Wilmington, New
Hanover County, North Carolina. The Corps is issuing this permit in response to your
written request of July 2, 2004, and the ensuing administrative record.
Any deviation in the authorized work will likely require modification of this permit. If
a change in the authorized work is necessary, you should promptly submit revised plans to
the Corps showing the proposed changes. You may not undertake the proposed changes
until the Corps notifies you that your permit has been modified.
Carefully read your permit. The general and special conditions are important. Your
failure to comply with these conditions could result in a violation of Federal law. Certain
significant conditions require that:
a. You must complete construction before December 31, 2008.
b. You must allow representatives from this office to make periodic visits to your
worksite as deemed necessary to assure compliance with permit plans and conditions.
MIT n—o—fily Ms office m advance as to when you mtend to commence an
complete work.

Iv
�0
-2-
L
You should address all questions regarding this authorization to Mrs. Jennifer Frye,
Wilmington Regulatory Field Office, at telephone [phone].
Sincerely,
�S
John E. Pulliam, Jr. r,
Colonel, U.S. Army
District Engineer
Enclosures
Copy Furnished with enclosures:
Chief, Source Data Unit
NOAA/National Ocean Service
ATTN: Sharon Tear N /CS261
1315 East -West Hwy., Rm 7316
Silver Spring, MD 20910 -3282
Copies Furnished with special conditions and plans:
Mr. Ronald J. Mikulak, Chief
JWetlands Regulatory Section
61 Forsyth Street
Atlanta, Georgia 30303
Mr. Pete Benjamin
P.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636 -3726
Mr. Ron Sechler
National Marine Fisheries Service
Beaufort, North Carolina 28516
\X . Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
400 Commerce Avenue
Morehead City, North Carolina 28557
. David Rackley
National Marine Fisheries Service
219 Fort Johnson Road
Charleston, South Carolina 29412 -9110

Dallas Hams
Dal -Har Construction, Inc.
P.O. Box 531
Wrightsville Beach, NC 28480
Project: Covil Crossing
�T
P
PROGRAM
RECEIPT
County: New Hanover
January 26, 2006
DWQ #: 04 -1161
COE #: 200200323
The North Carolina Ecosystem Enhancement Program (NC EEP) has received a check in the amount of $9,842.25, check
number 11910, as payment for the compensatory mitigation requirements of the 401 Water Quality Certification and/or US
Army Corps of Engineers 404 and/or Division of Coastal Management CAMA permit(s) issued for the above referenced
project. This receipt serves as notification that the compensatory mitigation requirements accepted by NC EEP for this
project have been satisfied. Please note that you must also comply with all other conditions of the certification/permit(s)
including any additional mitigation conditions not accepted by NC EEP and any other state, federal or local government
permits or authorization associated with this activity.
The NC EEP, by acceptance of this payment, acknowledges that the NC EEP is responsible and agrees to provide the
compensatory mitigation requirements as indicated in the table below. The mitigation will be performed in accordance with
the Memorandum of Understanding between the NC Department of Environment and Natural Resources and the US Army
Corps of Engineers dated November 4, 1998.
Wetlands (credits) Stream (credits)
River Basin
Please note that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded.
If you have any questions or need additional information, please contact Carol Shaw at (919) 733 -5205.
5 arely,
m D. Gilmore, PE
Director
cc: Cyndi Karoly, Wedands/401 Unit
Doug Huggett, Division of Coastal Management
Jennifer Frye, USACE - Wilmington
Noelle Lutheran, DWQ Regional Office - Wilmington
File
... ... Pro Our tP✓
.fta
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699 -1652 / 919`715 -0476 / www.nceep.net
Cataloging
Unit
Wetlands
(sq. ft.)
Riparian
Now
Coastal
Cold
Cool
Warm
Riparian
Marsh
Cape Fear
03030005
0
0.504
0
0
0
0
0
Please note that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded.
If you have any questions or need additional information, please contact Carol Shaw at (919) 733 -5205.
5 arely,
m D. Gilmore, PE
Director
cc: Cyndi Karoly, Wedands/401 Unit
Doug Huggett, Division of Coastal Management
Jennifer Frye, USACE - Wilmington
Noelle Lutheran, DWQ Regional Office - Wilmington
File
... ... Pro Our tP✓
.fta
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699 -1652 / 919`715 -0476 / www.nceep.net

MAP OF
/ M11DRED GREEN \
COVIL CROSSING N ev57t/ E s -
WETLAND AREAS - _ 4;. 2,2gA
/ ' -- 1- - � � 33• f 244.
i 11
I h
88'38' ST E t 50. t 2' I I
/ I I 1
HARNETT TOWNSHIP / \ 5L j 53 � ' "_- I � j � -- � -� I I 68
NEW HANOVER COUNTY E'ANS / `\ _L, 1 54 1 1 1 1 1 I I I I
NORTH CAROLINA / // `� I I 1 55 56 157 I 58 i 59 1 60
51
DATE: 3 -14 -13
_ _ ROCK CREEK CI - - -i
\ CORNELIUS \ e / 5'0 / -r -r -
NIXON / , 1 f j (- _ _ (so rr wrv.q ■; r.1 9C rN /7 �`.
TRUST // // 49 Ir 48 47 I if i j - - -1 T Cl
CURVE RADIUS CHORD LENGTH CHORD BEARING ARC LENGTH DELTA ANGLE / r li I I I I I • ♦ ♦ m WETLAND 1 J
C1 55.00' 37.80' S 8253'04 E 38.58' 40'11'39' `_ / f r IQ II a6 1 45 f1 44 ( ' ♦ ' ' 0.159 ACRES I 67 66
C2 40.00' 11.78' S 71'1516" E 11.82' 1656'02" / `�
/ MAP RECORDED AT M.B. 51 P 48 I
32 rr II II I T -� -- f 43
J/ Jlr • TO
PROSPECT / \ 1 r 34 1 35 ( 1 1 - 1 I < • ♦�' 1 �f"-
CEMETERY / 1 ! 1 1 36 1 I 1 + I I ��25 I - -T'
i f
1 1 I 1 37 ! 1 I
It 38 i 39 11 140 1 a1 1 42 56 I
57 5B
31 30 / / /- 51.54 --i
29 i 28 � ` 42 7 / / i it - - -/- w 33s.s~ 9 - _ N
\ -
\ 26 7� 25 I f r 1 y ♦ ♦ • ♦ ♦ ♦ h h 1 I
f
\� " ' I /o ♦ 24 23 �♦♦♦••♦♦ v 55 I 54 I 53
49 =o 3 4 22 I
4 . , y 71-6 Ls t _WETLAND
I '
<
♦ ♦.. ♦♦ ♦'W° 5 % �r 0.453 ACRE S'° ♦ ♦•.♦ ♦� ' Elf � �-1-
rl I 1
PROJECT LIMITS z-, / ' ' ' ♦ : ; :: �o I � _o 0< 20 1 25 1 I
26 19 U. I 27 BPA 18 4
� n 16 � II
/ � \ \ -LO ToL j
� R/
=
i
62 EZ i411 °wr � \ 1 / r`` ��� 1 Ct I
cot
/ `N 7556 "27^ 14 I
n&�Ah�9F�!tp >j ®e 3467• / 6 / % _
/ 6 / N 15'59'19" "f / 1 - 24� ~
20.00'61 \ r l 7 % B r ! �` \ 13
.° � 'A 63 \ / MAP RECORDED AT M.B. 51 PG. 150 - ` \ Q D
ON t�r.., • ® 6a N zoo.00, r 1 / j 1 I ` ` \\ 73 z - - -� O _
qz K0
"SNUG HARBOUR 3" / x'41 W N,,'°°'� ?h�:rI 1 9 I i° Ij i sue•` \'. I1 ° I 23 14R
tF \ \ 35 / (U N 15'59'19' E N J2S % /
Q.� 7f�� 20.00' / se75s;, �� f , c^ \ ,i 22 I m 15R
a f 7 62 3S. 3' l -
' �� °T 6, T �� J m / 37 / S'bo ?, `��ti WETLAND 1 J
No S .� !.J'•/ /3 60 ` / 38 / W \0.238 ACRES m Aso 20
1. AREA COMPUTED BY COORDINATE METHOD 33 <Q Co \// / / �S7 J\ ► 1- ♦7' • •'� ♦9
N \ 39 r).� 6
2. ALL DISTANCES ARE HORIZONTAL U Q� % \ / 2 • ♦ ♦ ♦ • ♦ a
7 \ C/R / / ♦ ♦ .. �� 19
3. FOR REFERENCE SEE AS NOTED ~ I T C�� \ / 7O- • • • jf�
4. WETLANDS TAKEN FROM A SURVEY 32 47 / / \ ' ' Y
BY ARNOLD CARSON PL.S _ / 46 / \ N 54'45'75'38/ I ��
r -
LOCATION MAP
( NOT TO SCALE )
�y
�a
ti
j o
�o
3
LINE
BEARING
DISTANCE
L1
N 67'46'56 E
11.28'
L2
N 37'50'54' E
21.72'
L3
N 15-1703- E
21.98
L4
N 44'39'00' E
28.79'
L5
N 79'08'07" W
1 25.13'
L6
S 8352'46- W
26.15'
L7
N 7413'31- W
16.60'
L8
N 14'46'32" E
25.92
L9
N 70'2523- W
32.88'
L10
S 30'52'55 W
58.91'
Ll t
N 5541'27- W
15.26'
L12
N 13'52'31" E
33.36
L13
S 58'01'03' E
28.47'
L14
S 76'56'27 E
69.97'
L19
S 57.43'00 W
11.49'
L20
S 00-03'26 W
34.53'
L21
S 13'29'20" E
32.65'
L22
S 45'58'10" W
26.95
L23
S 39-42'41" W
29.10
L24
S 46'59'11" E
37.07'
L25
S 58'55'41" E
18.95'
L26
N 4513'02 E
37.72'
L27
N 13'52'08" W
34.37'
L28
N 48'46'29' E
23.94
L29
N 07'51'16 E
65.04'
L30
N 30'OT03- W
20.30
L31
N 1432'03 W
2714
L32
N 351500 E
50.19'
L33
N 12'45'51' E
68.22
L34
N 00'35'58' E
14.11'
L35
S 82.4726' W
94.78'
L36
S 06'2707 E
9.76
737
S 38 -01'06 W
61.72'
L38
S 69'48'15" W
20.75'
L39
S 01'52'45 E
32.36'
L40
S 25'39'17" E
38.19'
L41
S 36'03'50" E
64.41'
L42
S 72'5143 E
29.88'
L43
S 65'40'44" E
32.70'
L44
N 08.56'37 E
33.47'
L46
N 47'03'32" E
38.85'
L47
N 83'12'05" E
20.49
L48
N 18'06'41 E
35.27'
L49
N 58'32'24- W
55.61'
L50
N 58'11 49 W
28.40
LINE BEARING DISTANCE
L51 S 83'13'47" W 103.67
L52 S 19'09'a3" E 35.43'
in
v
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45
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E.I.P. =
EXISTING IRON PIPE
- --1-
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HANOVER DESIGN SERVICES, P.A.
E.I. =
EXISTING IRON
31 `�
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LAND SURVEYORS ENGINEERS LAND PLANNERS
E.C.M. =
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\
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1123 FLORAL PARKWAY
WILMINGTON, 284Q3
R \W =
RIGHT OF WAY
- - - 48 /
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SCALE IN FEET
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PHONE:
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FAX:
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38.29'
L2
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29.28'
L3
N 34'46'03" E
31.00'
L4
N 4T49'58" W
51.02'
L5
IS 72'43'53" W
25.75'
L6
IN 56'01'03" W
8.01'
L7
IS 13.52-31- W
33.36'
L8 IS
38'04'00" W
55.00'
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3 �� IIII
AFTER THE FACT
IMPACT AREA
36 Sq. Fee
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E: 2t,
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O 25'X30' cn
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0.017 AC. Fe
N: 188,756.78 I
E: 2,355,705.98
6� BovR I
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WETLAND IMPACT DETAIL ,
COVIL CROSSING SCALE IN FEET
LONG � 1"
HARNETT TWSP. NEW HANOVER CO. BOAT
NORTH CAROLINA CIRCLE HANOVER DESIGN SERVICES, P.A.
DEVELOPER: SORENSEN GROUP 1123 FLORAL PARKWAY
P.O. BOX 777 WILMINGTON, N.C. 28403
CAROLINA BEACH, NC 28428 PHONE [phone]
FIRM CERTIFICATE C -0597

DITCH CROSSING PROFILE
COVI L CROSSING
°HARNETT
Al,
TWSP. NEW HANOVER
CO.
NORTH CAROLINA
`
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DEVELOPER: SORENSEN GROUP
i` L 330,
P.O. BOX 777
0'Q �q�
CAROLINA BEACH,
NC 28428
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1"
20'
2' 1' 0
2
HANOVER DESIGN SERVICES, P.A.
1123 FLORAL PARKWAY
VERTICAL SCALE IN FEET
WILMINGTON, N.C. 28403
t' = 2
PHONE [phone]
FIRM CERTIFICATE C -0597

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43 BOOK 2060, PAGE 789 W

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PRELIMINARY PLAN OF
COVIL CROSSING
HARNETT TWSP. NEW HANOVER
NORTH CAROLINA
DEVELOPER. SORENSEN GROUP
P.O. BOX 777
CAROLINA BEACH,
SHEET 1 OF 3
100' 50' 0 1 100'
SCALE IN FEET
' LONG 1. = 100'
CO. �1 BOAT _
I, CIRCLE HANOVER DESIGN SERVICES,' P.A.
319 WALNUT STREET
WILMINCTON, N.C. 28401
NC 2 &428 ' - _.�_ �'" -�^ - PHONE [phone]
10683- WET - PERMI T1. J W
nt
i
tv
65
PRELIMINARY PLAN OF
COVIL CROSSING
HARNETT TWSP. NEW HANOVER
NORTH CAROLINA
DEVELOPER. SORENSEN GROUP
P.O. BOX 777
CAROLINA BEACH,
SHEET 1 OF 3
100' 50' 0 1 100'
SCALE IN FEET
' LONG 1. = 100'
CO. �1 BOAT _
I, CIRCLE HANOVER DESIGN SERVICES,' P.A.
319 WALNUT STREET
WILMINCTON, N.C. 28401
NC 2 &428 ' - _.�_ �'" -�^ - PHONE [phone]
10683- WET - PERMI T1. J W
nt
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tv

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h� L30�2 pRK Rd -- ' "�1~
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03
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SHEET 3 OF 3

Lots 3, 4 and 62 Covil Crossing Adjacent Property Key Map
( -1 �( .. )
/ X /p /

44k,r) h eA �- z.
5EGi
AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION: Lots 3,4 & 62 Covil Estates
LOT NO. PLAN NO. PARCEL I.D. R04400 -005 -117- 000.804400- 005- 114 -000 &
STREET ADDRESS:-7006, 7007 & 7011 Locust Drive
Property Owner (please print): THAI T LLC – Dick Thompson
The undersigned, registered property owner of the above noted property, does hereby authorize
Southern Environmental Group. Inc. (SEGi) to act on my behalf in matters regarding areas of
environmental concern.
Property Owner's Address (if different than property above):
912 Arboretum Dr.
Wilmington NC 28405
Telephone:
(910) 617 -1632
Email:
(ill221,dill naiI.com
We hereby certify the above information submitted in this application is true and accurate to the best of
our knowledge „
Property Owner Authorized Signature SEGi Authorized Signature
Dick Thompson
Printed Name
Date
Dana Lutheran
Printed Name
Date