20201616 Ver 1_Signed Westgate Wetland Survey 030314_20201112

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2006-00669 County: Brunswick U.S.G.S. Quad: Winnabow
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Oceangate LLC Agent: Southern Environmental Group. Inc.
Attn: Nathan Sanders Attn: David Scibetta
Address: P.O. Box 3167 Address: 5315 South College Road, Suite E
Wilmington, NC 28406 Wilmington, NC 28412
910-791-1196 910-452-2711
Property description:
Size (acres) 174.8
Nearest Waterway Jackey's Creek
USGS HUC 03030005
Nearest Town Leland
River Basin Cape Fear
Coordinates 34.2093 N,-77.0125 W
Location description: Property is known as Westgate and consists of nine tracts located east of U.S. Highway 17 and
south of Ploof Road (SR 1566), along Nest Gate Drive and Ocean Gate Plaza Ext.. Leland, Brunswick Count►•, Nortli
Carolina.
Indicate Which of the Following Applv:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). If you wish, you may request
an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may provide
new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be
relied upon for a period not to exceed five years from the date of this notification.
We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on 3/3/2014. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
Page 1 of 2

published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC, at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Emily Hughes at [phone].
C. Basis For Determination
The site exhibits wetlands as described accordine to the 1987 Wetlands Delineation Manual and Re ional Coastal
Su Pplement and are directly adiacent to Jacks 's Creek a Section 10 Navi able Water. This determination is based on
information provided by Southern Environmental Grou Inc. and a site visit by Emily 11u hes of the U.S. Army Cor s
of Engineers on 8/2/2012.
D. Remarks
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 5/3/2014.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.
Corps Regulatory Official:
051t.1h � M HIICMFS EANLYBURTIX113090I36R0
HUGHES.EMILY.BURTON.1289073660
[I.Ir AI403030 II 59-0S
Date: 3/3/2014 Expiration Date: 3/3/2019
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit http://per2.nwp.usace.army.miI/survey.html to
complete the survey online.
Copy furnished:

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Nathan Sanders/Ocean ate LLC File Number: SAW-2006-00669 Date: 3/3/2014
Attached is:
See Section below
❑
INITIAL PROFFERED PERMIT (Standard Permit or Letter ofpermission)
A
PROFFERED PERMIT (Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
®
I❑
APPROVED JURISDICTIONAL DETERMINATION
D
F-]
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http://www.usace.army.mil/inet/functions/cw/cecwo/rea or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Emily Hughes, Regulatory Specialist
CESAD-PDO
Wilmington Regulatory Field Office
U.S. Army Corps of Engineers, South Atlantic Division
69 Darlington Ave.
60 Forsyth Street, Room 1OM15
Wilmington, NC 28403-1343
Atlanta, Georgia 30303-8801
Phone: [phone]
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunitX to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Emily Hughes, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

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224,88'
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C15
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43.96'
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N, 60-14'32" E
C16
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214,19',
212.34'
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RADIUS
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CHORD L.
CHORD BEARING
C28
620.00'
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161.42'
N 89'52'25" W
35.00'
42.41'
739 -86'
S 47-55'53" W
C30
150,00'
126.41'
122.70'
N 37 .21'34" F_
CURVE
RADIUS
ARC L.
CHORD L.
CHORD BEARING
C25
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S 80-02'48" � E
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LINE
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DISTANCE
L419
S 50*40'48" W
5.26'
1-420,
S 18*27'08", W
L421
S 20'02'05" E
31..20',,
L422
S 53'24'11 " E
21.64'
L423
S 75'11'43", E
21 . 24*.
L424
:S: 24'09'49", E
38,15'
L425
S 02*05'56". W
42,25'
L426
S: 15'35'46" W
L427
S 06*15'56" E
38.56'
L428
S Z8'41'31 " E
52,51'
L429
S 39'17'29" E
25,71'
L430
S 81 *43'23" E
43.30'
L431,
S 79*55'50" E
30,12'
L432
S . 64*03'31 " E
46.27'
L433
S: 43*26"021" w
47.87'
L434 -1
S 46*52'25" W
39.47'
L435
S 31-29'57" W
18.01,
LINE
BEARING
DISTANCE
LINE
BEARING
DISTANCE
L346
S 37'4911 W
41.87'
L383
S 89'11'21 " W
36.24'
L347
S 61'42'24"- E
19,39'
L384
N 46*38'45" W
30.72',
L348
S 48"1 O'l 1 " E
31.46'
L385
N 13"15'07" E
43.85'
L349
S: 61'56*43" E
50,14'
L386
N, 22*05'00" E
49.74'
L350
S: 16'43'07", E
35,65'
L387
N 58'31'57" E
47,42'
L351
S 27'22'59" W
44.82'
L388
N 08'50'07" E
44,15',
L352
S 08*30'49" W
36.70'
L389
N 56*36'35" W
39.89'
L353
S 29'16'29", w
36.17'
L390
N 58*18'54" W ,
34.56'
L354
S 33*36'38" W
39,36'
L391
N 67'03'53" W
31.22'
L355
S 31 *50'16 " W
42.65'
1-392
N 76*13'15" W
28.84'
L356
S 44'55'28" W
43.96'
L393
N 35*10'42" W
2117'
L357
N 88*15'38" W
44,37'
L394
N 15*31'34" W
37.10'
L358
S-71'27'35" W
45.86'
L395
N 83*42'33" W
31.96'
L359
S 86*48'01" W
35.01'
L396
N 30'52'45" W
L360
N 68'10'11":W
49.66'
L397
N 02*38'44" W
31.42'
L361
N 37'11'29". E
40.54'
L398
N 32'30'50" E
55.96'
L362,
N 58*19'327. W
23,15'
L399
N 09'11'01" W
21.12'
L363
S 81 *2 1'51 " W
14.61'.
IL400
N 25*29'42" W
33.70'
L364
S 87*20'07" W
27.22'
L401
N 40'01'16" W
23,26'
L365
S 59*19'54", V
35.32'
L402
N 38*45'07" W
50.87'
L366
S. 64*25'02" W
43.83'
L403
N 05'54'25", W
64.67'
L367
S 88*45'37" W
38.19'
L404
N 00*10'24" W,
3121'
L368
N 37*29'59" W
38,21'
L405
N 50'50'14" E
46.40'
L369
N: 19*01'26", E
32.63'
L406 I
N 13'44'53" 1 W
25.17'
L370,
N 23754.'57" W
30.39'
L407
N 12*25'46" W
31.18'
L371 =
N 52*01 !28" W,
34.35',
L408,
N 26'55'16",E
3413'
L372
N 18*27'03" W
31,14'
1-409
N 59*13'53" E
32.16'
L373
W 10*34'29" w
41.09'
L41 0
N 80*46'24" E
28,40'.
L374.
N 30*39'54" W
42,91'
IL411
N 68'24'27" E
25.96'
L375
N 09*14'33", W
51.25'
L412
N 20*29'14" E
29.61',
L376
N 22*48'56", E
39.49'
L413
N 00*57'49" E
29.95'.
L377
N 43'24'38" E
32.95'
L414
N 11"19'48" E,
22.26'
L378
N 43*21,'02" E,
31.82'
L415
N,13'40'22" E
38,53'
L379
N 23'19'55" W
41.16'
L416
N 39*56'10" E
31,45'
L380
N 37'59'07" W
33.15'
L417
N 28'27'14" E
21.39'
L381
N 64'39'18" W
26.35'
L418
N 31-29'57" E
17:83'
L382
N 78'53'58" W
2&85'
j
TRIACT 8B
SD WEST 11 LLC
DB. 3198 PC. 1113
MB. 50 PG. 87
LINE
BEARING
DISTANCE
L307
N 31'07'11 " W
25.83'
L308
N 36'07'32" W
29.52'
L309
N 76'34'52" W
26.07'
L31 0
S 3110'59" E
19.16'
L311
S 45'27'47" E
13,67'
L312
S 11 *31'04" E
40.76'
L313
S 38'35'46" E
73.04'
L314
S 37'39'12" E
42.18'
L315
S 37*35'15" E
29,09'
L316
S 41'12'01 " E
21,53'
L317
S 47'48'45" E
29.79'
L318
S 07*18'57" E
68.01'
L319
S 22'07'33" W
24,33'
L320
S 41'24'51 " W
27.74'
L321
S 06*09'08" E
42.97'
L322
S 00'32'07" E
27.48'
L323
S 11 *38'41 " W
39.31'
L324
07'09" W
35.77'
L325
S 02'31'38" W
18.49'
L326
S 05'30'43" W
27.09'
L327
S 05*32'24" E
24.12'
L328
S 04*48'08" E
32.35'
L329
S 34*42'27" E
25.74'
L330
S 23"19'55" W
29.06'
L331
N 86'09'18" W
3-4'
L332
S 82*44'15" W
-,----21.38'
--L333
S 04-05'25" W
78.53'
-L 3 34-
-->�5 4'
3216'
L335
S 89'19'06" W
43.26'
L336
S 76'03'10" W
26.48'
L337
N 27'53'04" W
29.95'
L338
N 26'53'32" E
37.23'
L339
N 54'43'10" W
22.96'
L340
-134-1
S 44*14'01 " W
29,42'
S 41-28*19" W
21.57'
L342
N 76*35'46" W
30.78'
1-343
N 66'08'52" W
25.60'
L344
N 64'34'14"
49,26'
-1345
-W
N 74'25'15" v
LINE
BEARING
DISTANCE
LINE,
BEAT
Ll 72
S 17*26'10" W
36.96'
L212
S 5-,
Ll 73
IS 22*51'51 " W
18.88''
L213
N 7t
Ll 74
S 61'26'38" E,
53.11'
L214-
S781-
Ll 75
S-f772-7'01" E
32.79',
L215
S-34
Ll 76
S 25*33'O2"-W-
10 * 33'
L216
I:S 2-,
Ll 77
S 41 *39'10" , E
13.,33
L21 7
S 5t
Ll 78j
N 84'07'34" E
15.82'
1-218:
5.81
Ll 79
S 78'03'46" E_
30.54',
L219
N 61
Ll 80
S 41 *35'15" E
29.71'
L220
S 7,
Ll 81
S 53'35'25" E
25.03'
L221
S 5-,
Ll 82 <
S 27*29'17" E
30,20'
L222
N.. 6,'
Ll 83,
S 13"16'31 E
27.84'
L223
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Ll 84
S 60'59'51 E
38.15'
L224
S O4
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33.82':
L225
S 3
Ll 86
S 89*19'44" E
31.28'�
L226
S 4(
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N 82*08'40" E
34.26 1
L227
N 7(
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N 88'53'38" E
24.9 1'
L228
N 8S
Ll 89
S 68*41'45" E
46.54'
L229
N 6:
Ll 90
S 80'44'46", E
32.62'
L230
N 7-
L191
S 50*54'37" E
20,67'
L231
N 8,
L192
S 29*57'10" E
14.95'
L232
S 81-
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S 118'32'29" E
23.09'
L233
S,8(
Ll 94
S 29*22'54" E
22,13'
L234
S 6,
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N 42*39'01 ". E
20,04'
L235
S 8(
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S 35*36'23" E
26. 10'
L236
N 8S
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35-26'
L237
N 1c
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15.15'
L238
N 1 �
L199
N 87'.33'48" W.
41.95'
L239
N 7.'
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26,51
L240
N 5,'
L201
N 54*33'31 " W
28.68'
L241
S 4(
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N 28'11'33" W
17.49'
L242
S T,
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S 87'57'55" W
17.64'
L243
S 3
L204
S OO'l 5'17" E
24.87"
L244
S,21
L205
S 37*04'35" E
28.40',
L245
S 2!
L206
S 05*06'50" W
31.15'
L246
S 5-,
L207
S 24'20'36" W
28.31'
L247
SJE
L208
S 12*44'53" E
34.09'
L248
S 2(
L209
S 02'22'30" E
46.86'
L249
N 4!
L21 0
S 17*36'54" E
141.52 1
L250
N 8,
L211
S 12'40'50" E
50,55'
L251
N 6'
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HANGOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS, LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: [phone]
HDS LICENSE.# C-0597
project folders\6309,-Wiastgate\wetlonds-2012
_______j

'I'VETLAND
...........................................
SHEET 4 OF 5
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HANOVER DESIGN SERVICES, P.A.
LANI? SURVEYORS, ENGINEERS, LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: {910) 343-8002
HDS LICENSE # C-0597
project folders\6309—westgate\wetlonds-2012

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81,05'
80.85'
N 25'47'44" W
C7
290.00'
89.1 V
88,76'
S 27*33'44" E
C8
320.00'
200,61'
197.34'
N 18*24'21 " W
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35.80'
33.72'
S 34*38'13" E
CIO
160.00'
114.23'
111,82'
N 48*22'33" W
Cil
25.00'
30.29'
28.47'.
S 62*38'19" E
C12
690.00'
180.16'
179,65'
N 89*52'25" W
C13
1710.00'
178.65'
178.18'
S 89*36'07" E
C14
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225.92'
224.88'
N 87'17'35" W
C15
30. 00'
.43,96'
40.13'
N 60*14'32" E
C16
470.00'
214 ' 19
212.34'
N 05'12'16" E
C17
340.00'
100.08'
99,72'
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152.16'
151-74'
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C26
610.00'
257,14'
255.24' ,
N 84*44'04" W
C27
780.00'
196,27'
195,75'
S 89'36'07" E
LINE
BEARING
DISTANCE
Ll 54
S
10'04'06"
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49.49'
Ll 55
N
85*05'49"
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26.06'
Ll 56
S 51'48'59"
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26:30'
Ll 57
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37.17'
Ll 58
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23,21'
Ll 59
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37.20'
Ll 60
N
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30.71'_
Ll 61
N
53'43'31"
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5.09'
L162
N
14*08'34"
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24.00'
L163
N
57'15'02"
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10.88'
Ll 64
N
84'1 V57"
W
24.81'
Ll 65
N
88*31'12"
W
34.70'
Ll 66
N
49*57'48"
W
22.44'
L167
N
53*08'56"
W
15.61'
Ll 68
N
56'1 O'l 1 "
W
20.54'
L169
N
45*01'55"
W
16.54'
Ll 70
S 84*03'29"
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Ll 71
N
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27,40
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BEARING
DISTANCE
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L 186
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L252
N 63*33'38" W
51.02'
6'
L253
N 80*34'55" W
67.08 7-
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L254
N 24*2839" W
34.22'
4'
L255
N 25*14'24" W
1 '
L256
N 63*27'51 " W
8.50'
LINE
BEARING
DISTANCE
5'
L257
S 51 *14'32" W
12.67'
L292
N 76*38'34" W
29.86'
2'
L258
S 59*51'09" W
24.54'
L293
N 84*25'45" W
60.59'
7'
L259
S 80'56'03"�
W
3318'
L294
S 79*39'33" W
36.06'
9'
L260
N 56 *49'12 "l- W
3M4'
L295
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BEARING
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L81
L82
N 64*18'43" E '
S 28*59'27" E
41,56'
133.04'
-[114
Ll 15
N 47-44'13" E
N 43-05'27" E
21.84'
43.42'
L83
S 32'10'42" E
26.52'
L116
N 85'55'39" E
26,1 V
L84
S 31-40'48" E
32-37'
L117
S 81*41'56" E
28,61'
L85
S 56'32'27" E
27.76'
Ll 18
N 61 *13'29" E
24.94'
L86
S 62*40'18" E
24.71'
L119
N 61-31'05" E
31,14'
L87
S 46-18'20" E-
36.81'
Ll 20
N 75*17'19" E
27.39'
L88
S, 30-48'412" E
33,93'
Ll 21
N 53*57'27" E
21,43'
L89
S 40*32'49" E
28.14'
L122
N 84*08'25" E
22.84'
L90
S 45-25'56" E
32,76'
T1 23
N 34-02'48" E
22.32'
L9 1.
S 65*24'46" E
28.84i-
Ll 24
N 36-42'40" E
25,21'
L92
S 77'01'37" E
26.39'
Ll 25
N 27*35'48" E
34,96'
L93
S 78*42'23" E
30.52'
Ll 26 -
N 21-08'09" ;W-
19,63'
L94
N 86'52.'44", E
2 7 T47-.
Ll 27
N 18'07'25" E
20.82'
L95
S . 72*17'15" E
44.43'
Ll 28
N 16'1 O'l 9" E
19.48'
L96
S 84*49'42" E
22,45',
Ll 29
N 56*50'14" E
19,52'
L97
N, 77*22'13" E
25.14'
Ll 30
N 76*11'26" E
22,81'
L98
N 30'02'21 " E
22.39'
Ll 31
S 70'45'57" E
29.52'
L99
S> 75*09'53" E-
30,08',
Ll 32
S 85*59'52" E
19,79'
Li bO
N 71*51'24 E
20.02'
Ll 33
N 26'00'07" E
28,67'
Ll 01
N 40'06'37" E
19,93'
Ll 34
N 87*58'10" E
27,97'
Ll 02
N 55'14'45' W
38-46'
Ll 35
N 73'35'28" E
21.64'
Ll 03
N 65'38'51" W
21.12'
Ll 36
N 87*44'30" E
29.74'
Ll 04
5,69'26'08" w
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16-Q91A
Ll 37
S 43'13'52" E
25.28'
Ll 05
S 78'03'177 W
26,88'
Ll 38
S 41'10'00" E
23.06'
Ll 06
N 74'0511 " W
28.16'
Ll 39
S 61'27'10" E
28.28'
Ll 07
N 01'55'52" W
15.59'
Ll 40
S 38*45'41 " E
34.12'
Ll 08
N 06'54'14" E-
27,04'
Ll 41
-S 65-05'06" E
2 7,14'
Ll 09
N 34. .55'46" E
19.75'
Ll 42
S 72'29'1 Y E
26.98'
L110
N 27'02'02" E
17.69'
Ll 43
N 82-25'28" ff
29.42'
Llll
N 39'04'54", E
20.37'
Ll 44
N 60'48'30" E
16. -28'
L112
N , 20'39'07" E
24,21:��N
61-03'02" E
43.96'
L113
N 21 *12'58" E
33,50 1_1-146
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25,75'
CURVE
RADIUS
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CHORD BEARING
C18
270.00'
79.47'
79,19'
S 00*34'54" W
C19
540. 00'
246,09'
243.96'
N 05*12'16" E
C20
20.00'
31-.74'-28.51'
S 27-1 V58" E
C21
520.00'
36.45'
-
136.05'
-
S 80*10'32" E
C22
1 370.00'
132.40'
131.69'
N 81 '06'21 " E
C23
870.00'
7
48. T2 -
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-S 87-02'55" E
I C24
570.00'
8.90'
-8 .84'
S 87-38'43" E
LINE
BEARING
DISTANCE
L147
N 74*41'18" E
31.24'
C25
1-1,48
N 48l 9'10" E
30.50'
Ll 49
S' 89"46'35" E
26.58'
Ll 50
S 27*14'24" E
38.28'
L ll?
48'52'06" E
35.57'
L152
S 41'44'10" E
38.57
Ll 53
S P
18 36,
LINE
BEARING
DISTANCE
I L 5
1 S 07'51'03" E
19.06'
L6
S 11 *16'02" W
60,08'
L7
S 00'48'50" W
60.05'-
L8
N 89-43'39" E
57.81-
L9
S 88*38'35" E
20.40'
L10
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N 81*04'42" E
-S
63.24'
1
37-31'22" W
78.02 1
L12
S 63*50'51 " W
36.75'
LINE
BEARING
DISTANCE
L13
-S 65*26'43" W
M 78'
L43
S 46-02'27" W
32.55'
L14
S 50*01'28" W
16-03'
-69
L44
S 33*12'31 " W
60.917-
L15
S 11 -41'35 "W
-29r
L45
S 48-46'22" W
32.38'
L16
S 75-047-18" W
102,98'
L46
S 57'55'26" W
2515'
L17
S 77*54'37" W
29.85'
L47
S 72'58'54" W
50.32 T-
L18
N 70-43'11 " �W-
-W
41.94'
L48
S 49*1502" -W
47.61'
L19
N 76'09'5-7
32.40'
L49
S 45'09'37" W
37.04'
L20
N 70'34-7-15-"W
56-36 1
L50
S 85'33'17" W
32.66'
L21
N 81 *00'23" W
-W-
53.40'
L51
S 79-42'39" W
-27,70'
L22
S 82-42'55"
33.73'
T5 -2
S 78-49'33" W
6.19'
L23
N 73'45'37" W
28-71'
L53
I S 35*29'25" W
64.34'-
L24
N 40*41'20" W
36.16'
L54
S 05'22'40" E
61.54'
L25
N 43*08'47" W
-53'
L55
S 02*11'56" W
25.95'
L26
N 63*30'32" W
3017'
L56
5 . 08*34'13" E
42.71'
L27
N 59'37'30" W
3-7.7 8'
-L5 7
S-11-27'35" E
.36.06'
L28
N 34-03'45" W
23.74'
L58
S 54'32'30" W
22.41'
L29
N 35'1,5'35" W
26.97'
L59
S 67*27'06" W
27,55'
L30
N 71 '06'27" W
112,09'
L60
N 57'10'35" W
42.73'
L31
N 45-35'49" E
71.78'
-28,07'
L61
S 83'07'15" W
16.63'
L32
N 11 *44'00" W
­C6-2-W
-12-16'48" E
32.48'
L33
N 66*02'07" W
5.17'
L63
N 00*13'39" W
58.78'
L34
S 77*08'21 " W
52.31'
L64
N 18*45'26" W
63.51'
L35
N 87*23'58" W
33.38'-
L 6-5
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21.48'
L36
S 58*39'57" W
-
22,77'
L66
N 69'04'57" W
32.87'
L37
S 50'463Oir w
32.27'
L67
N 87*40'27" W
24.16'
L38
S 57*37'34" W
31-39'
L68
N 59*15'51 " W
35,19'
L39
S 71-16'49" W
19.45'
L69
N 24 �5151" W
29.82'
L40
S 46'27'35" W
10. 13'
-55-75'
L70
N 27'45'13" W
24. 71'
L41
S 48'30'50" W
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N -28-50'18" W
27.46'-
L42
S 62*22'03" W
42-2E'
0-2
N 34-32'10" W
28.32'
-F7 -3
N 07'33'35" W
30.59'
L74
N 03*35'09" E
27.17'
L75
N 13*34'18" W
28.49'
L76
N 41*23'09" W
22.45'
L77
N 03'24'42" W
24.34'
L78
N 27'35'08" W
29.44 7-
L79
N 54'09'48; W
27,02'
L80
N 04-28'36 E
7 0.04'
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HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS, LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: [phone]
HDS LICENSE # C-0597
project folders\6309-westgate\wetionds-2012