20140574 Ver 3 _USACE Approved JD _20160118

U.S. ARMY CORPS OF ENGINEERS copy
WILMINGTON DISTRICT
Action Id. SAW -2013-01898 County: Wake U.S.G.S. Quad: NC -APEX
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: SSBNC, LLC
Attn: D.R. Bryan
Address: 100 Sunset Oaks Dr.
Holly Sprints NC 27540
Telephone Number: 919-539-3636
Size (acres) 101 Nearest Town Fuguay Varina
Nearest Waterway Basal Creek River Basin Upper Neuse. North Carolina._
USGS HUC 3020201 Coordinates Latitude: 35.63051431.73597
Longitude: -78.8031532880055
Location description: The property is approximately 100 acres located adjacent to Herber! Atkins Rd. and bordered
to the west by Basal Creels, to the north by Briaralen Lane, and to the east, by Geor iana Ridge Dr., near the town of
Fuguay Varina Wake County, North Carolina. The prol?erty contains several streams impoundments and wetlands
that flow to Basal Creek in the Neuse River basin.
Indicate Which of the Following Apply:
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 waters of the U.S. including 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 waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on July 17, 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.
Page 1 of 2

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
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
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 Morehead City, 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 James Lastinger at 919-554-4884 x32 or
James.C".Lostineer a(),usace.ai-my._mil.
C. Basis For Determination: Stream channels on site exhibit an established OHWM. Wetlands on site exhibit
the three criteria as described in the Corns 1987 wetland delineation manual and appropriate regional supplement.
D. Remarks: site visit conducted on Se tember 27 2013 to verify extent of lurisdict onal features on site.
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 September 15, 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.** I f
Corps Regulatory
Date: July 17, 2014 1 ,,/ Expirati6n Date: July 17, 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 our Customer Satisfaction Survey, located online at
http://re L[IatoU.usacesurvey.com/.
Copy furnished:
Mitchell Fnviroumental, PA
Attn: Scott Mitchell
P.O. Box 341
Fuguay Varina NC 27526

SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at lett:I/Www,usace:arm .EniI/Missions/C3vilWorks/Re ulatot Pro rainaiidl"erinits.as x 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.
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: SSBNC, LLC
D.R. Bryan
File Number: SAW -2013-01898
Date: July 17, 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
APPROVED JURISDICTIONAL DETERMINATION
D
F11
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 lett:I/Www,usace:arm .EniI/Missions/C3vilWorks/Re ulatot Pro rainaiidl"erinits.as x 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 OUESTIONS 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
Raleigh Regulatory Field Office CESAD-PDO
Attn: James Lastinger, Regulatory Specialist U.S. Army Corps of Engineers, South Atlantic Division
3331 Heritage Trade Dr., suite 105 60 Forsyth Street, Room 1OM15
Wake Forest, NC 27587 Atlanta, Georgia 30303-8801
919-554-4884 ext 32 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 opportunity to participate in all site investigations.
Date: I Telephone number:
of appellant or
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: James Lastinger, 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]

m
W;
q
N/F
�f o TOWN OF HOLLY SPRINGS
SITE 75 1 BOM 1999 Pgs 1962-1964 1
6
f 7AP9
7 10 I j
+ Box/1984 Pg 70 8vr FY'q° 1
i 1 st
.' 9
-
� Axa fr
C A R �4 �
VICINITY MAP NOT TO SCALE; `'\,' Gsi`� •C�, p,�
I, I EONAFlp H. SULLIVAN, JR., CERTIFY THAT THIa � �d fG,�,
PLAT WAS DRAWN UNDER NY SUPERVISION FROM 04 ; Q o Nom,
ACTUAL SURVEY HAM UNDER MY SUPERVISION USING iSEA1F
REFERENCES 'SHOWN HEREON, THAT THE BOUNOARI�5 'F- v r 1. 2816) owQ OF,HgLLy SPRINGS
NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTEJ1 0 1y
FROM INFORMATION SHOWN HEREON: THAT THE RIT 0' ATI�`.� � 1,(7_1� i4 ;P9 2041
OF PRECISION AS CALCULATED IS 1: 10, 006+; THAT
THIS PLAT .WAS PREPARED IN ACCORDANCE WITH G_ S. '%¢ .C•rr"""1
117-30 AS AMENDED, WITNESS NY ORIGINAL
SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS F4
315t DAY OF ARY A.D., 2014.
ADAMS +
t
OB 13664 u ee'a5'un^ F e s1'
Pg 1796 537.89'
8
2821 THIS
EGISTRATION NUMBER AREA NOT z
Lu
ALSO, I CERTIFY THAT THE SURVEY IS OF AN PART OF �1
EXISTING BUILDING OR OTHER STRUCTURE, OR
NATURAL FEATURE, SUCH AS A WATERCOURSE. DELINEATION
x
LINEBEARING
15.15
DISTANCE
L1
S 08'49'00' N
66.42
L2
N 05151'10' E
7'4,16
L3
N 69'26'24' W
41.94
L4
N 02'07'42' N
49.36
L5
N 22'10'25' N
29.45
L6
N 02'07'13' E
38.58
L7
N 40105'20' N
_ 3B.46
LB
N 39'33'24' E
$2.04
L9 I
5 42'51'16' E
89.85
LSO
N 66'31.36• E
?.8.33
Lit
N 04'05'32 W
45.33
L12
N 25'49'OO' E
57.25
L13
N 03'55'30' E
70,16
L14
N 55"07'51' E
13.1B
Lis
N 00'09'36' E
30.57
L16 _
N 33`10'24' N
- 15.32
L17
-N 06'19'37• W
49.56
LiB
N 30"23'26' N
64.47
L19
N 39'13'03' N
49.75
L20
N 04'11'44' H
102.42
1-21
N 06'40'21' E
52.18
1-22
H 19'35'07' W
47.42
L23
N 40'28'37' E
52..93
1-24
N 518' 45`07' E
_
40.15
L25
N 77'19'42` E
25.12
L26
S 74`10'45' E
24.23
L27
N 15 49'15' E
40.00
L28
N 74 10'45' N
25.09
L29
N 61 09'20' N
30.20
L30
5 67'04'55' W
45.61
1-31
H Ot't3'i0' W
43.96
L32
N 12'56'49' W
- 44.07
L33
N 1O'43'O3' E
24.89
'L34
5 42'54`35' E
72.85
L35
S 72'15'12' E
196.85
L39
S 50`35'30' E
W.00
L37
S 35.3B'OO' E._
62.32
L38
S 68'31'57' W
2BB.78
L39
M f2'13"14* E
119.53
L40
S 57'12'05' W
129.78
1-0
S682..4`35' N
237,84
L42
S 02'30'15' W
299,22
L43
S 02'30`15' W -
(67,03
144
S 02'20'49' N
34.74
445
N 67'34'52' N
37,88
146
N Fe2`06'39' W
39.79
L47
H 56'44`57' W
14,27
L4B
M 66'14'22' W
37.57
L42
5 13'40'09' N _
23.52
1-50
N 42'30'O4' W
17.03
�N/F-
PULTE HOME
CORP
DB 14560 !
Pg 2422 I
65 S 24'06'20" W 1
15.15
66 S B0'%"51"
13.6E
.67 N 47`24'2 W
19.80
6B S 60`516'2 ' N
1B.52
69 5 59'10'55' W
24.59
70 5 BB'ii"07"
8.65
71 N 01 5'151
14,64
72 N 51' '51. 1
12.15
73 N 22'23'54' W
10.91
74 1131`12'37 W
9.89
75 N 61'30'31" W
15.09
76 N 65'20'29" N
33.28
77 IN 19'54'53" W
18.74
�M6`�ldfllf'all �F:1i7■ i[t16iL�
17
POND
PG 7 1
PG 6
PG 5
1=s
PARCEL " A II
�1 PIN: 0658.04-74-8965
5
NOTES:
PIN
REFERENCES:
N/F
1. ALL EASEMENTS ARE CENTERED ON EXISTING STRUCTURES UNLESS OTHERWISE NOTED.
BoM 1982 Pg 871
DB 15415 Pg 825
PG, 8T6
13.29
2. AREAS COMPUTED BY COORDINATE METHOD.
m
BDM 2011 Pg 789
JONES
J
3. ALL DISTANCES. ARE HORIZONTAL GROUND DISTANCES MEASURED IN U.:S . SURVEY FEET.
o
BoM 2011 Pg 676
DB 14694
' 0658.02-85-4281
4. THIS SURVEY DONE WITHOUT THE BENEFIT OF A TITLE SEARCH AND IS SUBJECT TO ANY FACTS WHICH MAY BE
<
BOM 2008 Pg 1403
Pg 967
ly?
DISCLOSED 1Y" A FULL AND ACCURATE TITLE SEARCH.
PARCEL II U II
f
`p�fr" '+,�'`
1.
Pg 1074
' 5. ANY FD T NOTED AS "CONTROL CORNER" SHALL NOT BE DEEMED ANY MORE OR LESS RELIABLE THAN ANY OTHER POINT
=
BOM 2007 Pg 2755
Pg 990
' SHOWN
o
BoM 2006 Pg 133
PON 9 16
6. ALL OVEMEHTS TO LOTS NOT SHOWN HEREON.
7. NO Nps Hp1-111 WITHIN 2000 FEET OF SITE.
GRI4 C0080I ES DERIVED BY GPS LOCATION CALIBRATED BY THE STATE OF NORTH CAROLINA THROUGH REAL TIMEIr
z
o
BoM 2004 Pg 1571
BOM 2002 Pg 1116
DB 14594
B. NC
! IRON FOUND
FIINEN IC(RTW1 CgRRECTIO115.
O /
BOM 2002 Pg 204
13
%,o 14 f• / PARCEL DATA TABLE:
z
BoM 1995 Pg 1341
BoM 1984 Pg 670
/
PARCEL
"A" 0658.04-74-8965
PIN
ACRES
20.2407
DEED REFERENCE
OB 14694 Pg 1071
15.21
BoM 1982 Pg 871
DB 15415 Pg 825
PG, 8T6
13.29
Zlv
N 30'13'47'W -
22.40
1-120
N 45`26'14' N
13.25
L121
N 70'37'50' W
-
15 ,/�,�
' 0658.02-85-4281
S 68'02'35` W
14.6177
DB 14551
Pg 967
25 99
L124
PARCEL II U II
f
`p�fr" '+,�'`
1.
"C" , 0658.04-74-6277
S 01`17'19'W
23.5621
DB 15356
Pg 990
98.84
LEGEND:
PIN: 0658.04-85-4281
PON 9 16
1-1�- 58.04-94-1394
S 21'37'06" E
14.6177
DB 14594
Pg 1078
! IRON FOUND
G C "CONTROL CORNER"
NC GRID COORDINATES
N=684490.69 , E=2058521.49
EF; SEE NOTE #8 (NAD 83)
PG 3 PARCEL 11 C II
PIN: 0658.04-74-6277
1_
N/F 1,
HICKS `--'
DB 11913 Pg 2577
L11B
N 69'28'37" W
34.18
L117
5 86'27'15' N
15.21
L118
N 52'46'10' W
13.29
1-119
N 30'13'47'W -
22.40
1-120
N 45`26'14' N
13.25
L121
N 70'37'50' W
29,50
L122
S 68'02'35` W
16.iA
L123
N 61'44'56' N
25 99
L124
N 72'47'29' H -
- _ 17.67
L125
S 01`17'19'W
65.10
L126
S 53'07'12' 4!
98.84
L127
5 30'50'49' W
85.39
1-120
S 21'37'06" E
107.13
s� r7 E' 06513 0404-93-4778 26.3196 DB 15415 Pg 8250 IRON FOUND
065B4O3 -03-5881 3.0345 DB 3130 Pg 255 + MAPPING POINT
ti (NO POINT FOUND
\ OR SET(
€RS:
PARCE,�,A" - JONES - DB 14694 Pg 1071
2 7 PAROL "B'\ - JONES - DB 14551 Pg 987
-�AHCEL C" RPF(DPNC�C - 08 15356 Pg 990
PARCEL j r NE INVESTMENTS PROPERTIES LLC - DB 14694 Pg 1078
44r s 'a 3�PARCEL "E" - SS®NC LLC - DB 151 Pg 625
I NT Bq 1y s ��`� 4 RCEL "F" - KEIhH - OB 3130 Pg 255
L
PARCEL N D 11 s f�4; ��� BoM 200 Pg 464 7PARCEL 11 F II
{` BoM 2000 Pg 365
PIN: 0658.04-94-1394 8 g s1
r 1 PI 0658.03-03-5881
PARCEL "Ell "!
PIN: 0658.04-93-4778
PIN: 0658.04-93-4778
SEE PG 2
AW
` 6
~ � BoM 200H Pg 386
' 5
PG
aM 2--II`` t2$
048' BoM 2012 3 Y L L1 1 7 - iV/t -- -
o53 ` i4o3II pg 318 'BON 20081 5 6 7 KEITH
i3
CD 1 f<E� pog\ I_ �Pg 1403 BON 2008 Pg 581/7 Y! N/F DB 2311 Pg 270
52 ''KEITH BROTHERS
l 51 I GRADING
1f / DB 15420 Pg 1028
n +/ 50 RIS/6rERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES ALL AR QS OF WATERS OF THE UNITED
ST ES REGULATED PURSUANT TO SECTION 404 OF THE CLEAN WATEFIACT AS DETERMINED BY THE
/ 4 9 ERSIGNED ON THIS DATE. UNLESS THERE IS CHANGE IN THE LAW OIRIOUR PUBLISHED REGULATIONS,
/
48 "Q ,THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
A, Xa
+ ' EXCEED FIVE YEARS FROM THIS DATE. THE UNDERSIGNED COMPLETED THIS DETERMINATION UTILIZING
47 / THE APPROPRIATE REGIONAL SUPPLEMENTJO THE 1987 U. S. ARMY CORPS OF ENGINEERS WETLANDS
46' rDELINEATION MANUAL.
RE$OLATORY OFFICI
45®w�
44,
4 TITLE L� E C rC 11
bee -2000 / DATE r -r
I Pg 8 r?rOVERVIEW MAP"
43 MAC ACTI N ID NO.: _
SULLIVAN SURVEYING
1143-D EXECUTIVE CIRCLE CARY, NC 27511
[phone] FAX: [phone]
400 200 0 400 800
SCALE IN FEET
SUNSET BLUFF RALEIGH FIELD
PAGE 1 OF 10
ST MARY'S TOWNSHIP
WAKE COUNTY NORTH CAROLINA
SCALE: 1" = 400' PINS: SEE PARCELS
DRAWN BY: RFW2 SURVEYED BY: RFW2
DATE: 19 NOVEMBER. 2013 CHECKED BY: LHS
EC
014

SITE
VICINITY MAP NOT TO SCALE
I, LEONARD H. SULLIVAN, JR„ CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION USING
REFERENCES SHOWN HEREON; THAT THE BOUNDARIES
NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED
FROM INFORMATION SHOWN HEREON; THAT THE RATIO
OF PRECISION AS CALCULATED IS 1: 10, 000+; THAT
THIS PLAT WAS PREPARED IN ACCORDANCE WITH G. S.
47-30 AS AMENDED. WITNESS MY ORIGINAL
SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS
31 st DAY OF ,JANUARY A.D., 2014.
311941
NUMBER
ALSO, I CERTIFY THAT THE SURVEY IS OF AN
EXISTING BUILDING OR OTHER STRUCTURE, OR
NATURAL FEATURE, SUCH AS A WATERCOURSE.
NOTES:
1. ALL EASEMENTS ARE CENTERED ON EXISTING
STRUCTURES UNLESS OTHERWISE NOTED.
2. AREAS COMPUTED BY COORDINATE METHOD.
3. ALL DISTANCES ARE HORIZONTAL GROUND
DISTANCES MEASURED IN U.S. SURVEY FEET.
A. THIS SURVEY DONE WITHOUT THE BENEFIT OF A
TITLE SEARCH AND IS SUBJECT TO ANY FACTS WHICH
MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE
SEARCH.
5. ANY POINT NOTED AS "CONTROL CORNER" SHALL
NOT BE DEEMED ANY MORE OR LESS RELIABLE THAN
ANY OTHER POINT SHOWN HEREON.
6. ALL IMPROVEMENTS TO LOTS NOT SHOWN HEREON.
7. NO NCGS MONUMENT FOUND WITHIN 2000 FEET OF
SITE.
B. NC GRID COORDINATES DERIVED BY GPS LOCATION
CALIBRATED BY THE STATE OF NORTH CAROLINA
THROUGH REAL TIME KINEMATIC (RTK) CORRECTIONS.
(IRON FOUND TO IRON FOUND)
N 83'10'37" W
634.81 '
555.43' ` ��Y�'� 4s6
r31 5.33' w
50' NEUSET RIVER R7pARJ4N
�� _ BUFFER
"CONTROL CORNER"
x NC GRID COORDINATES
N=663616.97 , E=2059216.79
REF: SEE NOTE #8 (NAD 83)
WETLANDS
SOP OF BANK l���t
WETLANDS
�F43.a� rF WETLANDS
F 69
6
T �
TOA OF
BEARING
`�115410ip0lg:;jr
r`44.�44 '
1A Iq
L1
o
16.67
' t S �
S 00'36'19` E
F jpe v
a+
1 3
a e (�•L�7 S)C
7`S a
NOW OR FORMERLYHICKS
o
L4
S 55'16'31' E
P9 577
9
L5
� is
� u
�f�er•R�1.���p
Lo
_
=°a&R
Z cru
rRPik16i5b3 K�
¢ O
N 78'51'24' E
C CD
L8
z
LINE
BEARING
DISTANCE
L1
S 28'21'40' W
16.67
L2
S 00'36'19` E
22.16
1 3
S 05'16'39' E
31.92
L4
S 55'16'31' E
9,70
L5
N 79'47'46' E
32.BB
L6
N 34'16'95' E
9.10
L7
N 78'51'24' E
8.53
L8
N 03'10'58' E
33.86
L9
N 01'14'27' W
32.65
L10
N 33'20'07" W
16.52
L11
N 10'05'14' E
6.29
L12
N 30'20'09' E
9.47
L13
N 00`28'01' W
38.06
L14
N 03'18'56' W
46.17
Lf5
N 69'19'n3' W
19.46
L16
S 35'46'17" W
3.44
L17
N 87'57'52' W
31.09
L18
N 20'15'58" W
37.28
L19
N 61'46'20' W
16.3+1
L20
N 14'43'35" E
7.87
L21
N 73'55'11" W
15.64
L22
N 74'41'55" W
22.08
L23
N 70'48'30" W
11.97
L24
S 84'27'33' W
19.45
L25
S 47'51'19" W
35.45
L26
S 71'25'35" W
14.86
L27
S 36'36'25" W
.62
L2B
N 48'55'14" W
2.89
L29
N 50'31'36" W
8.27
L30
S 53'28'49" W
8.87
L31
N 83'10'37" W
15.80
POINT
DESCRIPTOR
300
WL
Al
301
WL
A2
302
WL
A3
303
WL
A4
304
WL
A5
305
WL
A6 END XX
306
WL
A7
307
WL
AB
30B
WL
A9
310
WL
A11 _
311
WL
Al2
2379
EW
11-06-13
2380
EW
11-06-13
2391
EW
11-05-13
2382
EW
11-06-13
2383
EW
11-06-13
2384
EW
11-06-13
2385
EW
11-06-13
2386
EW
11-06-13
2387
JEW
11-06-13
2308
JEW
11-06-13
23B9
EW
11-06-13
2390
EW
11-06-13
2391
EW
11-06-13
2392
EW
11-06-13
2393
EW
11-06-13
2394
EW
11-06-13
2395
EW
11-06-13
23961
11-06-13
2397
FEW
EW
11-06-13
WETLANDS
PVC DRAIN
� PIPE �
o
v Lu
,^� w
2381
A PORTION OF
PARCEL "All
PIN: 0658.04-74-6277
NOW OR FORMERLY
v- BPROPNC LLC
BOM
2011
Pg
789
300 ®8 315 5E90
BOM
2011
ca
676
7 X76 fs 2�
\ o
N
V
1403
C
2007
Pg
2755
un
Im
BoM
r
Pg
133
zo
BoM
2004
17J
m
m
1571
Q
BOM
2002
Pg
2394
BOM
2002
Pg
204
�
BOM
r
Pg
n
I �
BOM
1984
Pg
670
BOM
-n
POND
2393
rn
:1)
v
2382 2392 � 1
Lp
2391 L11
2390
\
I
' 1
\ � I m I
m �
1
� 2389 I
2383
m
of I
C74a
C I
ml
2384
�9 L5
p �
p \ cmii
SULLIVAN SURVEYING
1143-D EXECUTIVE CIRCLE CARY, NC 27511
[phone] FAX: [phone]
50 25 0 50 100
REFERENCES:
ro m
BOM
2011
Pg
789
o
BOM
2011
Pg
676
BOM
2008
Pg
1403
BOM
2007
Pg
2755
cl-
0
BoM
20D6
Pg
133
zo
BoM
2004
Pg
1571
Q
BOM
2002
Pg
1116
BOM
2002
Pg
204
Z
BOM
1995
Pg
1341
BOM
1984
Pg
670
BOM
1982
Pg
871
D8
15415
P9
825
LEGEND:
R IRON FOUND
i IRON FOUND
+ MAPPING POINT
(NO POINT FOUND
OR SET)
X WETLAND FLAG
(FIELD LOCATED)
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
IDENTIFIES ALL AREAS OF WATERS OF THE UNITED STATES
REGULATED PURSUANT TO SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE, UNLESS THERE IS CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF
SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A
PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE.
THE UNDERSIGNED COMPLETED THIS DETERMINATION
UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO
THE 1987 U. S. ARMY CO S OF ENGINEERS WETLANDS
DELINEATION MANUAL.
REGULATORY OFFICIAL
TITLE
DATE
USACE ACTIO ID NO.: ?-f`}/ �
WETLAND
SUNSET BLUFFS
PAGE 2 OF 10
ST MARY'S TOWNSHIP
WAKE COUNTY NORTH CAROLINA
SCALE: 1" = 50' PINS: SEE PARCELS
DRAWN BY: RFW2 SURVEYED BY: RFW2
DATE: 19 NOVEMBER, 2013 CHECKED BY: LHS

m A ■ 53.64'
ia N 88°49'00" E 618. 1'S 88'49 l,(Q W 86.42'
s (PROPERTY CORNER TO CONCRETE MOW `NT FOUND) ;'.1ro
366 "CONTROL CORNER"
v
SITE f NC GRID COORDINATES
rr WETLANDS N=684555.21 , E=2057527.62
N, 355 REF; SEE NOTE M8 (NAO 83)
w�
364
F
MAP NOT TO SCALE ! 363
I, LEONARD H. SULLIVAN, JR., CERTIFY THAT THIS
DELINEATION
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
• : O
ACTUAL SURVEY MADE UNDER MY SUPERVISION USING
.
;gte+� CAN rye', Z
ru
REFERENCES SHOWN HEREON: THAT THE BOUNDARIES
rs
NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED
y Q [ [� mr'N„y
0 +
FROM INFORMATION SHOWN HEREON; THAT THE RATIO
WL B5
OF PRECISION AS CALCULATED IS 1: 10, 000+; THAT
THIS AREA
THIS PLAT WAS PREPARED IN ACCORDANCE WITH G. S.
: (-. r- L282i ( z": cr
47-30 AS AMENDED. WITNESS MY ORIGINAL
WL BB
SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS
N 0 T PART OF
31st DAY OF JANUARY A.D., 2014,
;' �y°•,p �'f� Y11�rpn ` a'a
3. ALL DISTANCES ARE HORIZONTAL GROUND
WETLANDS
DR
DELINEATION
7SURY2821
• : O
GISTAATION NUMBER
.
;gte+� CAN rye', Z
ru
340
rs
ALSO, I CERTIFY THAT THE SURVEY IS OF AN
y Q [ [� mr'N„y
0 +
EXISTING BUILDING OR OTHER STRUCTURE, OR
NATURAL FEATURE, SUCH AS A WATERCOURSE.
WL B5
343
;
� a
L
NOTES:
: (-. r- L282i ( z": cr
1. ALL EASEMENTS ARE CENTERED ON EXISTING
WL BB
STRUCTURES UNLESS OTHERWISE NOTED.
•"f�%�
#'
2. AREAS COMPUTED BY COORDINATE METHOD.
;' �y°•,p �'f� Y11�rpn ` a'a
3. ALL DISTANCES ARE HORIZONTAL GROUND
ti.
rrrrr�s
AISTTHIS
_
y.
SURVEYEDONE WITHOUTVEY THEFBENEFIT OF A
tIIEtL
TITLE SEARCH AND IS SUBJECT TO ANY FACTS WHICH
MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE
z
0
WETLANDS
WETLANDS
361
(CONCRETE MONUMENT TO TRON FOUND)
S 86°37'28" E 1095.77-
A PORTION OF
WETLANDS 3sD t PARCEL 1
1 C I1
359 \u' PIN: 0658.04-74-6277
JJ �7 ........
' ' 0S� NOW OR FORMERLY
BROPNC LLC
353 DB 15356 Pg 990
SEARCH. -
5. ANY POINT NOTED AS "CONTROL CORNER" SHALL
NOT BE DEEMED ANY MORE OR LESS RELIABLE THAN .
ANY OTHER POINT SHOWN HEREON, 350+
6. ALL IMPROVEMENTS TO LOTS NOT SHOWN HEREON. /
7. NO NCGS MONUMENT FOUND WITHIN 2000 FEET OF
SITE. _ /
B. NC GRID COORDINATES DERIVED BY GPS LOCATION 349
CALIBRATED BY THE STATE OF NORTH CAROLINA WETLANDS P
THROUGH REAL TIME KINEMATIC (RTK) CORRECTIONS.
348. , -
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES ALL AREAS OF
WATERS OF THE UNITED STATES REGULATED PURSUANT TO SECTION 404 OF
THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE,
UNLESS THERE IS CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS,
THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON
FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THE
UNDERSIGNED COMPLETED THIS DETERMINATION UTILIZING THE APPROPRIATE
REGIONAL SUPPLEMENT TO THE 1987 U. ARMY CORPS OF ENGINEERS
WETLANDS DELINEATION MAN L.
REGULATORY..OFFICJA
USACEvACTION ID NO,: t ,1-r# rt -T it r
BEGIN TOP '9IVFo.
OF BANK FIELD END CREEK LDCATION
LOCATION (PER DB 13556 Pg 990)
roo
L9 t, -4. P of 841vK
WETLANDS 0�0 NOW OR FORMERLY
�qI�
4j5 OB 11913 Pg 2577
341
PARCEL "A"
PIN: 0658.04-74-8965
POINT
DESCRIPTOR
33B
WL BS
339
WL B2
340
WL B3
341
WL B4
342
WL B5
343
WL B6
344
WL B7
345
WL BB
346
WL B9
347
WL BID END
348
WL Cl
349
WL C2
350
WL C3
351
WL C4
352
WL C5
353
WL C6
354
WL C7
355
WL CB
356
WL C9
357
WL CIO
358
JWL C11
359
WL C12
360
WL C13
361
WL C14
362
WL C15
363
WL C16
364
WL C17
365
WL C18
366
WL C19
7969
WL 992 TT STREAM
7970 1
WL 990
"CONTROL CORNER" ��9 v 2 \
d6
NC GRID COORDINATES �s°
N=684198.37 , E=2057601.68 46 39
REF; SEE NOTE 96 (NAD 83) ETLAt S-
1
REFERENCES:
m
m
BoM
2011
Pg
789
o
BOM
2011
Pg
676
;
BoM
2008
Pg
1403
E5
BoM
2007
Pg
2755
CD
BoM
2006
Pg
133
z
0
BoM
2004
Pg
1571
'L10
BoM
2002
Pg
1116
c�
BoM
2002
Pg
204
Z
BoM
1995
Pg
1341
L1.5
BoM
1984
Pg
670
27.12
BoM
1982
Pg
871
S 67'23'23" W
DB 15415
Pg
825
LEGEND:
IRON FOUND
! IRON FOUND
+ MAPPING POINT
(NO POINT FOUND
OR SET)
X WETLAND FLAG
(FIELD LOCATED)
LINE
mAA 's
DISTANCE
LS
S 06'27'15' W
15.21
L2
_
N 52'46'10" W
13.29
L3
N 30`13.47' W
22.110
L4
N 45'26'14' N
- 13.25
E5
N 70'37'50' W
-- 29.50
L6
S 68'02'35' N
16.14
L7
_
N 51.44'55" W
25.99
LB
N 72'47'29' W
17.67
L9
S B1'17'19' W
55.10
'L10
N 43'56'02' E
6.29
L11
N 49'17'00' E
18.14
L12
N 57'40'27' E
36.79
L13
N 42'36'07' E
42.15
L14
N 53'39'39' W
B.21
L1.5
5 55'23 04' W
25.05
L16
S 31'57'26" W
27.12
L17
S 62't4'54' W -
28.69
Lt8
S 67'23'23" W
19.17
Lig
N 53'45'14' W
30.86
LVO
N 79'58'44" W
14.15
L21
N 23'16'23' E
- 6.3B
L22
N 23'16'23' E
12.96
L23
S 44'13'3i' E
13.02
. L24
N 38'40'05' E
21.5E
L25 -
- N 44'54'19' E
27.41
L26
N 29'09'00' E
24,32
'L27
N 09'08'15' N
25.30
L28
N 513'27'16' N
_ 27.90
L29
N 06'41'14' E
31.17
L30
N 29'58'13' E
10,56
L31
S 69'56'15' E
44.72
L32
N 68'U1`37' E
17.84
L33
N 61'45'SB' W
7,26
'L34
N 41'06'D2' W
14.24
L35
N £!O'29'DO' W
22.64
L36
N 07'34'00' W
-- 30.73
L37
N D1'11'44' W
31.30
L38
N 26'32'33' W
27.91
L39
N 28'41.'36' W
23.42
L40
N 36'06'56' E
25.33
Loi
N 03657'18" W
23.12
tL42
N 08'46'D6' W
21.63
SULLIVAN SURVEYING WETLAND DELINEATION MAP:
1143-0 EXECUTIVE CIRCLE CARY, NC 27511 SUNSET BLUFFS
[phone] FAX: [phone]
PAGE 3 OF 10
ST MARY'S TOWNSHIP
Q
C) WAKE COUNTY NORTH CAROLINA
SCALE: 1" = 50PINS: SEE PARCELS
50 25 0 50 100 DRAWN BY: RFW2 SURVEYED BY: RFW2
Q DATE: 19 NOVEMBER, 2013 CHECKED BY: LHS

m
N
N
SITE
VICINITY MAP NOT TO SCALE
I, LEONARD H. SULLIVAN. JR., CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION USING
REFERENCES SHOWN HEREON; THAT THE BOUNDARIES
NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED
FROM INFORMATION SHOWN HEREON; THAT THE RATIO
OF PRECISION AS CALCULATED IS 1:10,000+; THAT
THIS PLAT WAS PREPARED IN ACCORDANCE WITH G. S.
47-30 AS AMENDED. WITNESS MY ORIGINAL
SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS
31St DAY OF JANUARY A.D., 2014,
21
NUMBER
ALSO, I CERTIFY THAT THE SURVEY IS OF AN
EXISTING BUILDING OR OTHER STRUCTURE, OR
NATURAL FEATURE, SUCH AS A WATERCOURSE.
NOTES:
1. ALL EASEMENTS ARE CENTERED ON EXISTING
STRUCTURES UNLESS OTHERWISE NOTED.
2. AREAS COMPUTED BY COORDINATE METHOD.
3_ ALL DISTANCES ARE HORIZONTAL GROUND
DISTANCES MEASURED IN U.S. SURVEY FEET.
4. THIS SURVEY DONE WITHOUT THE BENEFIT OF A
TITLE SEARCH AND IS SUBJECT TO ANY FACTS WHICH
MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE
SEARCH.
5_ ANY POINT NOTED AS "CONTROL CORNER" SHALL
NOT BE DEEMED ANY MORE OR LESS RELIABLE THAN
ANY OTHER POINT SHOWN HEREON.
B. ALL IMPROVEMENTS TO LOTS NOT SHOWN HEREON.
7. NO NCGS MONUMENT FOUND WITHIN 2000 FEET OF
SITE.
B. NC GRID COORDINATES DERIVED BY GPS LOCATION
CALIBRATED BY THE STATE OF NORTH CAROLINA
THROUGH REAL TIME KINEMATIC (RTK) CORRECTIONS.
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
IDENTIFIES ALL AREAS OF WATERS OF THE UNITED
STATES REGULATED PURSUANT TO SECTION 404 OF THE
CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS CHANGE IN THE LAW
OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION
OF SECTION 404 JURISDICTION MAY BE RELIED UPON
FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS
DATE. THE UNDERSIGNED COMPLETED THIS
DETERMINATION UTILIZING THE APPROPRIATE REGIONAL
SUPPLEMENT TO THE 1987 U. S. ARMY CORPS OF
ENGINEERS WETLANDS KLINfATION MANUAL
REGULATORV OFFICIAL J"
TITLE
DATE
USACE ACTIO IO NO.:,W) d -t—no P f
NOW OR FORMERLY
TOWN OF HOLLY SPRINGS
DB 8447 Pg 2041
S
q�4yp075�5pp,1�+SSD
• o �,
e CAL. a
E -'9821 rr p' a
Ln
-rwe
fflf$f48t3tL'��''�' i•
WETLANDS
4,
400
"CONTROL CORNER"
WETLANDS fN
C GRID COORDINATES
684917.01 , E=2057500.96
REF: SEE NOTE 48 (NAD 83)
WETLANDS 371
N
16
00°49'00" E 531.89' S 68°49100" W 86.42'
z
0
WETLANDS
THIS AREA NOT
PART OF DELINEATION
Q �
s Ax
4
a
n
WETLANDS
PARCEL 11 C "
PIN: 0556.04-74-6277
WETLANDS
S 68"65'18' E 56.88'
A PORTION OF
PARCEL "All
PIN: 0658.04-74-8965
NOW OR FORMERLY
JONES
DB 14694 Pg 1071
"CONTROL CORNER"
_NC GRID COORDINATES
N=684555.21 , E=2057527,62
REF: SEE NOTE #8 (NAD 03)
WETLANDS
S 86°37'28" E 1095.77'
(CONCRETE MONUMENT TO IRON FOUND)
SULLIVAN SURVEYING
1143-D EXECUTIVE CIRCLE CARY, NC 27511
[phone] FAX: [phone]
POINT
IDESCRIPTOR
367
WL C20
368
WL C21
369
WL C22
370
WL C23
371
WL C24
372
WL C25
373
WL C26
374
JWL C27
375
WL C26
376
WL C29
377
WL C30
378
WL C31
379
WL C32
3BO
WL C33
381
WL C34
382
WL C35
383
WL C36
384
WL C37
385
WL C38
386
WL C39
387
38B
WL C40
WL C41
389
JWL C42
390
WL C43
391
WL C44
392
WL C45
393
WL C46
394
WL C47
395
WL C48
396
WL C49
397
1WL C50
398
1 WL C51
399
JWL C62
400
1 WL C53
REFERENCES:
m
BoM
2011
Pg
7B9
o
BOM
2011
Pg
676
a
?
BoM
2008
Pg
1403
BoM
2007
Pg
2755
0
BOM
2006
Pg
133
o
BoM
2004
Pg
1571
BaM
2002
Pg
1116
co
U
BOM
2002
Pg
204
z
BoM
1995
Pg
1341
C
BoM
1984
Pg
670
BoM
1982
Pg
671
DB
15415
Pg
825
LEGEND:
■ IRON FOUND
0 IRON FOUND
+ MAPPING POINT
(NO POINT FOUND
OR SET)
x WETLAND FLAG
(FIELD LOCATED)
WETLAND DELINEATION MAP:
SUNSET BLUFFS
PAGE 4 OF W
ST MARY'S TOWNSHIP
WAKE COUNTY NORTH CAROLINA
SCALE: 1" = 50' PINs: SEE PARCELS
IDO DRAWN BY: RFW2 SURVEYED BY: RFW2
DATE: 19 NOVEMBER, 2013 CHECKED BY: LHS

1p
SITE"
VICINITY MAP NOT TO SCALE
I, LEONARD H. SULLIVAN, JR., CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION USING
REFERENCES SHOWN HEREON; THAT THE BOUNDARIES
NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED
FROM INFORMATION SHOWN HEREON; THAT THE RATIO
OF PRECISION AS CALCULATED IS 1:10, 000+; THAT
THIS PLAT WAS PREPARED IN ACCORDANCE WITH G. S.
47-30 AS AMENDED. WITNESS MY ORIGINAL ��`Arli§�1pkt+s�e,
SIGNATURE, REGISTRATION NUMBER, AND SEAL THISb�r��
31st DAY OF JANUARY A.D., 2014, p )q•""'6o- / f.
41`
.. SEAL ..
s -tier+
-282 Vii, grG� ti4
REGISTRATION NUMBER,[.,
ALSO, I CERTIFY THAT THE SURVEY IS OF AN d�pb�l
EXISTING BUILDING OR OTHER STRUCTURE, OR Fy,
NATURAL FEATURE, SUCH AS A WATERCOURSE. =AijSF9aA fR
NOTES:
1. ALL EASEMENTS ARE CENTERED ON EXISTING
STRUCTURES UNLESS OTHERWISE NOTED.
2. AREAS COMPUTED BY COORDINATE METHOD.
3. ALL DISTANCES ARE HORIZONTAL GROUND
DISTANCES MEASURED IN U.S. SURVEY FEET.
4. THIS SURVEY DONE WITHOUT THE BENEFIT OF A
TITLE SEARCH AND IS SUBJECT TO ANY FACTS WHICH
MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE
SEARCH.
5. ANY POINT NOTED AS "CONTROL CORNER' SHALL
NOT BE DEEMED ANY MORE OR LESS RELIABLE THAN
ANY OTHER POINT SHOWN HEREON.
6, ALL IMPROVEMENTS TO LOTS NOT SHOWN HEREON.
7. NO NCGS MONUMENT FOUND WITHIN 2000 FEET OF
SITE.
8. NC GRID COORDINATES DERIVED BY GPS LOCATION
CALIBRATED BY THE STATE OF NORTH CAROLINA
THROUGH REAL TIME KINEMATIC (RTK) CORRECTIONS.
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES ALL AREAS OF
WATERS OF THE UNITED STATES REGULATED PURSUANT TO SECTION 404 OF
THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE,
UNLESS THERE IS CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS,
THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON
FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THE
UNDERSIGNED COMPLETED THIS DETERMINATION UTILIZING THE APPROPRIATE
REGIONAL SUPPLEMENT TO THE 1987 U. S. ARMY CORPS OF ENGINEERS
WETLANDS DELINEATION L�
REGULATORY_OFFICIAL
TITLE
DATE
USACE ACTION D NO.: tXfj -4-J (.1-01 S 0
r
N=E
R!
NOW OR FORMERLY
TOWN OF HOLLY
DB 8447 Pg 2C
A PORTION OF
'ARCEL "A"
PIN: 0658.04-74-8965
NOW OR FORMERLY
JONES
DB 14694 Pg 1071
"CONTROL CORNER"
IC GRID COORDINATES
84917.01 , E=2057500.96
IEF: SEE NOTE #8 (NAD 83)
SULLIVAN SURVEYING
1143-D EXECUTIVE CIRCLE CARY, NC 27511
[phone] FAX: [phone]
0 50 25 0 50 100
Lu
POINT
DESCRIPTOR
400
WL C53
401
WL C54
402
WL C55
403
WL C56
404
WL C57
405
WL C58
406
WL C59 _
407
WL C60
40B
WL C61
409
WL 062
410
WL C63
411
WL C64
412
WL C65
413
WL C66
414
WL C67
415
WL C68
416
WL C69
REFERENCES:
m
BoM
2011
Pg
7B9
o
BOM
2011
Pg
676
L3
BoM
2008
Pg
1403
N 06'19'37" W
BoM
2007
Pg
2755
o
BoM
2006
Pg
133
za
BoM
2004
Pg
1571
Q
BoM
2002
Pg
1116
LD
u
BoM
2002
Pg
204
z
BoM
1995
Pg
1341
L12
BoM
1984
Pg
670
N 29'56'50" W
BoM
1982
Pg
871
35.94
OB
15415
Pg
825
LEGEND:
R IRON FOUND
IRON FOUND
+ MAPPING POTn;T
(NO POINT FG-,
OR SET)
x WETLAND FLAG
(FIELD LOCATED)
LINE
BEARING
DISTANCE
L1
N 55'07'51" E
13.18
L2
N 00'09'36" E
30.57'
L3
N 33'10'24" W
15.32
1_4
N 06'19'37" W
49.56
L5
N 30'23'26" W
64.47
L6
N 39'13'03" W
49.75
L7
N 06'48'21" E
52.18
L8
N 16'11'40" E
25.21
L9
N 46'26'01" E
27.75
L10
N 42'04'25" W
26.40
Lii
N 06'29'35" E
29.47
L12
N 27'32'213" W
23.22
L13
N 29'56'50" W
31.29
L14
N 27'5B'24" W
35.94
L15
N 45'28'37" W
22.08
LIS
N 34'53'56" W
22.21
L17
N 25'12'30" W
29.29
LID
N 12'08'42" E
29.80
L19
N 10'41'22" E
31.22
L20
N 07'19'26" W
18.10
L21
N 17'17'31" W I
19.89
L22
N 03'11'49" W
29.55
L23
N 12'10'20" W
25.60
L24
N 49'04'34" E
32.05
LL25
S 65'18'21" E
33.55
WETLAND DELINEATION
SUNSET BLUFFS
PAGE 5 OF 10
ST MARY'S TOWNSHIP
WAKE COUNTY NORTH CAROLINA
SCALE: 1" = 50' PINS: SEE PARCELS
DRAWN BY: RFW2 SURVEYED BY: RFW2
DATE: 19 NOVEMBER, 2013 CHECKED BY: LHS

SITE
d
to
1 WETLANDS
r
NOW OR FORMERLY
W OF HOLLY SPRINGS
BoM 1999_p5 1962-1964 ri( WETLANDS
VICINITY MAP NOT TO SCALE
DESCRIPTOR
I. LEONARD H. SULLIVAN, JR., CERTIFY THAT THIS
WL C69
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
.CONTROL CORNER"
ACTUAL SURVEY MADE UNDER MY SUPERVISION USING
WETLANDS
REFERENCES SHOWN HEREON: THAT THE BOUNDARIES
05300.32 , E=2057426.37
NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED
REF: SEE NOTE #B (NAD 63)
FROM INFORMATION SHOWN HEREON: THAT THE RATIO
vS�
OF PRECISION AS CALCULATED IS 1:10,000+: THAT
?
THIS PLAT WAS PREPARED IN ACCORDANCE WITH G. S.
WL C77 END
47-30 AS AMENDED. WITNESS MY ORIGINAL
WL J35
SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS
qt
�'
�1 st DAY OF JANUARY . A.D., 2014,
WETLANDS
427
4�J
S EYOR
o
17
oT�4
REGISTRATION NUMBER
¢ 416
431
0
ALSO, I CERTIFY THAT THE SURVEY IS OF AN
C,+
EXISTING BUILDING OR OTHER STRUCTURE, OR
O
NATURAL FEATURE, SUCH AS A WATERCOURSE.
Q
C7
BOM 2002 Pg 1116
a
NOTES:
p@
1. ALL EASEMENTS ARE CENTERED ON EXISTING
Z
STRUCTURES UNLESS OTHERWISE NOTED.
4�NF�
(NOT 9UFFEgEIp)
2. AREAS COMPUTED BY COORDINATE METHOD.
WL J20
3. ALL DISTANCES ARE HORIZONTAL GROUND
DISTANCES MEASURED IN U.S. SURVEY FEET.
WETLANDS
4. THIS SURVEY DONE WITHOUT THE BENEFIT OF A
WETLANDS
TITLE SEARCH AND IS SUBJECT TO ANY FACTS WHICH
MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE
SEARCH.
5. ANY POINT NOTED AS "CONTROL CORNER" SHALL
NOT BE DEEMED ANY MORE OR LESS RELIABLE THAN
J
E L
ANY OTHER POINT SHOWN HEREON.
Lex Lea
ro'31 a'3ca
6. ALL IMPROVEMENTS TO LOTS NOT SHOWN HEREON.
7. NO NCGS MONUMENT FOUND WITHIN 2000 FEET OF
Q � 4 L
SITE.
�
B. INC GRID COORDINATES DERIVED BY GPS LOCATION
CALIBRATED BY THE STATE OF NORTH CAROLINA
THROUGH REAL TIME KINEMATIC (RTK) CORRECTIONS.
it,
THIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES ALL AREAS OF
WATERS OF THE UNITED STATES REGULATED PURSUANT TO SECTION 404 OF
THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE.
UNLESS THERE IS CHANGE IN THE LAW OR OUR PUBLISHED REGULATIONS,
THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON
FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THE
UNDERSIGNED COMPLETED THIS DETERMINATION UTILIZING THE APPROPRIATE
REGIONAL SUPPLEMENT TO THE 1987 U. S. ARMY CORPS OF ENGINEERS
WETLANDS DELINEATION NAWAL.
TITLE
DATE
r,
DESCRIPTOR
416
WL C69
417
.CONTROL CORNER"
ti
NC GRID COORDINATES
9
05300.32 , E=2057426.37
m
o
REF: SEE NOTE #B (NAD 63)
r
BoM 1984 Pg 670
OUND TO
�IR� F3OU E 450"
1013
?
i
WL C77 END
424
WL J35
�e9sss95E9RF94Pf`dd`
a,.
J
FF -A
�A�tI3iS:Csss^t5
AllR
DESCRIPTOR
416
WL C69
417
REFERENCES:
illjy
3 % Aft to
WL C71
9
IRON FOUND) B
ZpQ pF
m
o
BOM 2011 Pg 789
BOM 2011 Pg 676
!
BoM 1984 Pg 670
OUND TO
�IR� F3OU E 450"
1013
?
BOM 2008 Pg 1403
WL C77 END
424
WL J35
0
=
BoM 2007 Pg 2755
WETLANDS
427
JWL J32
428
o
BoM 2006 Pg 133
oT�4
430
WL J29
431
o
BOM 2004 Pg 1571
WL J27
433
O
434
Q
C7
BOM 2002 Pg 1116
a
436
p@
437
Z
BoM 2002 Pg 204
4�NF�
(NOT 9UFFEgEIp)
439
WL J20
BOM 1995 Pg 1341
WETLANDS
BOM 1984 Pg 670
BoM 1982 Pg 871
J
E L
Les
Lex Lea
ro'31 a'3ca
L34
OB 15415 Pg 825
Q � 4 L
'�"''0
�
�3 43
L3S$ 9
4�.
LEGEND:
50' NEUSE
RIVER
■ IRON FOUNO
"CONTROL CORNER"
+ _
NC GRID COORDINATES
IRON FOUND
--�
BUFFER
N=585399.29 , E=2057894.39
+ MAPPING POINT
(NO POINT FOUND
REF: SEE NOTE #B (NAD 33)
DR SET)
x WETLAND FLAG
(FIELD LOCATED)
A PORTION OF
PARCEL "A"
PIN: 0658.04-74-8965
NOW OR FORMERLY
JONES
DB 14694 Pg 1071
SULLIVAN SURVEYING
1143-D EXECUTIVE CIRCLE CARY, NC 27511
[phone] FAX: [phone]
POINT
DESCRIPTOR
416
WL C69
417
WL C70
418
WL C71
419
WL C73
420
WL C74
421
WL C75
422
WL C76
423
WL C77 END
424
WL J35
425
WL J34
426
WL J33
427
JWL J32
428
WL J31
429
WL J30
430
WL J29
431
WL J28
432
WL J27
433
JWL J26
434
JWL J25
435
WL J24
436
WL J23
437
WL J22
438
WL J21
439
WL J20
N 06'48'21" E
N 19'35'07" W
IN 40'26'37" E
17±L.10'45 E
N 15'49'15" E
N 74'10'45" W
W61'09'20" W
S 67'04'55" W
N 01'13'10" W
N 19'39'53' W
N 06'11'03" E
N 01'55'05' W
N 56'28'3B" E
S 05'37'46' E
N 09'40'59' E
N 61'90'05' E
S 86'02'47" E
N 85'26'22" E
5 60'30'33" E
N 72'58'59' E
IN B1'1B'51" E
S 61'42'36" E
N 77'19'44' E
N 85'40'41' E
N 89'07'51" E
S 67'12'37" E
S 63'57'34" E
_S_77'49'39" E
N 84'14'56" E
5 69'05'55' E
N 79'32'41" E
L35 I S 60'30'33" E
L36S 60'30'33' E
L57 N 771B'42" E
L36 I N 77'1B'42' E
WETLAND DELINEATION MAP:
SUNSET BLUFFS
PAGE 6 OF 10
z ST MARY'S TOWNSHIP
o v
cn r+ WAKE COUNTY NORTH CAROLINA
�o
Di "u SCALE: 1" = 50' PINS: SEE PARCELS
CC}
C, -1 50 25 0 50 100 DRAWN BY: RFW2 SURVEYED BY: RFW2
3 DATE: 19 NOVEMBER, 2013 CHECKED BY: LHS
- v
r+ �,.,,� ,." «ter r3���. ioerencrranrai�cna�na remrqssun=rr, yAp-Joer496O211
47.42
62.93
40.15
25.12
24.23
40.00
25.09
38.20
45.81
43.96
28.23
21.99
15.53
22.15
14.27
21.09
24.21
23.23
24.49
30.39
24.02
33.25
19.51
27.06
28.92
30.45
27.05
22.22
21.18
29.68
30.79
29.69
27.61
9.04
21.35
16.68
8.24

N
1
NEI;'�:'
VICINITY MAP NOT TO SCALE
I, LEONARD H. SULLIVAN, JR., CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION USING
REFERENCES SHOWN HEREON: THAT THE BOUNDARIES
NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED
FROM INFORMATION SHOWN HEREON; THAT THE RATIO
OF PRECISION AS CALCULATED IS 1: 10, 000+; THAT
THIS PLAT WAS PREPARED IN ACCORDANCE WITH G: S.
47-30 AS AMENDED. WITNESS MY ORIGINAL
SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS
31 St DAY OF JANUARY A.O., 2014,
2821
STRATION NUMBER
ALSO, I CERTIFY THAT THE SURVEY IS OF AN
EXISTING BUILDING OR OTHER STRUCTURE, OR
NATURAL FEATURE, SUCH AS A WATERCOURSE.
NOTES:
1. ALL EASEMENTS ARE CENTERED ON EXISTING
STRUCTURES UNLESS OTHERWISE NOTED.
2. AREAS COMPUTED BY COORDINATE METHOD.
3. ALL DISTANCES ARE HORIZONTAL GROUND
DISTANCES MEASURED IN U.S. SURVEY FEET.
4. THIS SURVEY DONE WITHOUT THE BENEFIT OF A
TITLE SEARCH AND IS SUBJECT TO ANY FACTS WHICH
MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE
SEARCH,
5. ANY POINT NOTED AS "CONTROL CORNER" SHALL
NOT BE DEEMED ANY MORE OR LESS RELIABLE THAN
ANY OTHER POINT SHOWN HEREON.
6, ALL IMPROVEMENTS TO LOTS NOT SHOWN HEREON.
7. NO NCGS MONUMENT FOUND WITHIN 2000 FEET OF
SITE.
8. NC GRID COORDINATES DERIVED BY GPS LOCATION
CALIBRATED BY THE STATE OF NORTH CAROLINA
THROUGH REAL TIME KINEMATIC (RTK) CORRECTIONS.
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
IDENTIFIES ALL AREAS OF WATERS OF THE UNITED STATES
REGULATED PURSUANT TO SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON -THIS
DATE. UNLESS THERE IS CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF
SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A
PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE.
THE UNDERSIGNED COMPLETED THIS DETERMINATION
UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO
THE 1967 U. S. ARMY CORPS OF ENGIN -RS WETLANDS
DELINEATION MANUAL.
REGULATORY OFFICIA _
TITLE: —[
DATE
USACE A
9I"tS
w
i
rfBrCl6'v7�4Ei4 \i L�
Y
BoM 1984 Pg 670
TOP OF BA,
8
BoM 1984 Pg 670
(IRON FOUND TO IRON FOUND)
N fig° 30' 08 E A
50-59
o6 r "CONTROL CORNER"
CoQ N 6855RID3000RDINA
581
TOP OF BANK WETLANDS
WETLANDSr
WETLANDS
50 N RIVER RIPA AR IV BUFFER R WETLANDS N
f�. y
WETLANDS v� °Qs
Q 4�9 99�
3g
"CONTROL CORNER"
\C GRID COORDINATES
N=685399.29 , E=2057894.39
REF: SEE NOTE 418 (NAD B3)
N 66
14.48 1
A PORTION OF
PARCEL "A"
PIN: 0658.04-74-8965
NOW OR FORMERLY
JONES
DB 14694 Pg 1071
POND
962
REF: SEE NOTE #8 (NAD B3)
2011
,p
Q°'•
/
m
BoM
q
� 0
1
1
SPA
BoM
4
I
7
1403
�+.
p
Pg
2755
1
BoM
2006
TIE
L20
TIEy
L55 -a �
Z
m
A PORTION OF
466 L1
QSS
GI
1571
PARCEL "B"
BoM
m�
Pg
PIN: 0658.02-85-4281
C7
u
BoM
2002
Pg
204
`.P
9
BoM
POND
Pg
1341
BoM
1984
Q ZI
670
BoM
,x rs
Pg
NOW OR FORMERLY
m1
15415
JONES
825
1
DB 14551 Pg 987
f
1
1
1
EDGE OF WATER
X0,
s
WPAf JiX aUWER
SULLIVAN SURVEYING
1143—D EXECUTIVE CIRCLE CARY, NC 27511
[phone] FAX: [phone]
50 25 0 50 100
NgFi
WETLAND DELI
REFERENCES:
m
m
BoM
2011
Pg
7B9
o
BoM
2011
Pg
676
BoM
2008
Pg
1403
BoM
2007
Pg
2755
CE
BoM
2006
Pg
133
Z
m
BoM
2004
Pg
1571
cc
BoM
2002
Pg
1116
C7
u
BoM
2002
Pg
204
z
BoM
1995
Pg
1341
BoM
1984
Pg
670
BoM
1982
Pg
871
DB
15415
Pg
825
LEGEND:
■ IRON FOUND
IRON FOUND
+ MAPPING POINT
(NO POINT FOUND
OR SET)
M WETLAND FLAG
(FIELD LOCATED)
KL
SUNSET BLUFFS
02
D3
PAGE 7 OF 10
ST MARY'S TOWNSHIP
WAKE COUNTY NORTH CAROLINA
SCALE: 1" = 50' PINS: SEE PARCELS
DRAWN BY: RFW2 SURVEYED BY: RFW2
DATE: 19 NOVEMBER, 2013 CHECKED BY: LHS

cP
�r e„ �yEOAN�a� y
SITE
I, LEONARD H. SULLIVAN, JR., CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION USING
REFERENCES SHOWN HEREON; THAT THE BOUNDARIES
NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED
FROM INFORMATION SHOWN HEREON; THAT THE RATIO
OF PRECISION AS CALCULATED IS 1: 10, 000+; THAT
THIS PLAT WAS PREPARED IN ACCORDANCE WITH G. S.
47 3
I
I
POND 13
BoM 2002 Pg 1116
EDGE w
OF 4 TER END EDGE OF
WATER LOCATION !/
i
'CONTROL CORNER" ,
NC GRID COORDINATES
N=685304.99 , E=2058716.53 y 7y4 F
REF: SEE NOTE 48 (NAD 83)
-30 ns 11MEN4E0. WITNESS MY vnI"INdt _ 0
SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS so, p9 C o "o
31 SC DAY OF JANUARY A.U., 2014_ U F 91VEq
�r� _ p9, `� 7� OF ��
E-t4{�fj(frr� NR►1'V BUFr 0 F 9O?� 1 4
f
5 vEYDR `C3 f�f aE ,;• BoM 2002 Pg 1116
L-282" TOP OF BANK
NIP
REGISTRATION HUMBER " 1"" s r ,+2 s h PORTION OF t
a �" i�."P:�... 3 .w
0
ALSO, I CERTIFY THAT THE SURVEY IS OF AM-- �() o ��,, ��� � � ❑ �j �J � � � (� � �( y� fy WETLANDS r�
EXISTING BUILDING OR OTHER STRUCTURE, DR d' ?a e` n PARCEL I � ;p
NATURAL FEATURE, SUCH AS A WATERCDUASE.\ 'a, PIN: 05513,U2-85 42( i �. Le fs Okla
NOTES: t4��e4li7eiYA�ty6 �� hp3
1. ALL EASEMENTS ARE CENTERED ON EXISTING NOW OR FORMERLY
STRUCTURES UNLESS OTHERWISE NOTED, JONES
o
2. AREAS COMPUTED BY COORDINATE METHOD. U 'V pIE c
S
3. ALL DISTANCES ARE HORIZONTAL GROUND
DISTANCES MEASURED IN U.S. SURVEY FEET.
A. THIS SURVEY DONE WITHOUT THE BENEFIT OF A
TITLE SEARCH AND IS SUBJECT TO ANY FACTS WHICH
MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE
SEARCH.
5. ANY POINT NOTED AS "CONTROL CORNER" SHALL
NOT BE DEEMED ANY MORE OR LESS RELIABLE THAN
ANY OTHER POINT SHOWN HEREON.
6. ALL IMPROVEMENTS TO LOTS NOT SHOWN HEREON.
7. NO NCGS MONUMENT FOUND WITHIN 2000 FEET OF
SITE.
B. NC GRID COORDINATES DERIVED BY GPS LOCATION
CALIBRATED BY THE STATE OF NORTH CAROLINA
THROUGH REAL TIME KINEMATIC (RTK) CORRECTIONS.
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
IDENTIFIES ALL AREAS OF WATERS OF THE UNITED STATES
REGULATED PURSUANT TO SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE. UNLESS THERE IS CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF
SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A
PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE.
THE UNDERSIGNED COMPLETED THIS DETERMINATION
UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO
THE 1987 U. S. ARMY CqRPS OF ENGIN RS WETLANDS
DELINEATION MANUAL.
REGULATORY OFFICIAL
TITLE �Y }
DATEi. r J y
v V
USACE ACTION ID NO..'-
DB 14551 Pg 9B7
29.89
rrwKs
c
N
J
v
ti
r✓
SULLIVAN SURVEYING
1143-D EXECUTIVE CIRCLE CARY, NC 27511
[phone] FAX: [phone]
50
REFERENCES:
m BoM
2011
P9
789
C3 BOM
2011
Pg
676
BOM
2008
Pg
1403
x BOM
Er
2007
Pg
2755
ErBOM
2006
Pg
133
o BOM
20D4
Pg
1571
CC BON
2002
Pg
1116
CD
L, BOM
2002
Pg
204
z BOM
1995
Pg
1341
BoM 1984 Pg 670
BoM 1982 Pg 871
DB 15415 Pg 825
LEGEND:
It IRON FOUND
6 IRON FOUND
-F MAPPING POINT
(NO POINT FOUND
OR SET)
x WETLAND FLAG
(FIELD LOCATED)
f
f
i
"CONTROL COR'
NC GRID COPROINATES
895133.533 E=2058938.12
REF: SEE�i4BiE RB (NAD 83)
15
BoM 2004 Pg 1571
ol
�9oil
xo,,,
v�
POND
WETLAND DELINEATION MAP:
SUNSET BLUFFS
PAGE 8 OF 10
ST MARY'S TOWNSHIP
WAKE COUNTY NORTH CAROLINA
SCALE: 1" = 50' PINS: SEE PARCELS
DRAWN BY: RFW2 SURVEYED BY: RFW2
DATE: 19 NOVEMBER, 2013 CHECKED BY: LHS

SITE
VICINITY MAP NOT TO SCALE
I, LEONARD H. SULLIVAN, JR., CERTIFY THAT THIS
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
ACTUAL SURVEY MADE UNDER MY SUPERVISION USING
REFERENCES SHOWN HEREON; THAT THE BOUNDARIES
NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED
FROM INFORMATION SHOWN HEREON; THAT THE RATIO
OF PRECISION AS CALCULATED IS 1: 10, 000+; THAT
THIS PLAT WAS PREPARED IN ACCORDANCE WITH G. S. Rttit�E61"84'SCiFdJ
47-30 AS AMENDED. WITNESS MY ORIGINAL %A CAf3o r+'0
SIGNATURE. REGISTRATION NUMBER, ANO SEAL THIS %c� , '\' •p6o4e f �o
3151, DAY DF JANUARY A.D., 2014."
NC i;1�ID COOK 0`
=5907
59 071.48 , E=2060488.38
REF: SEO NOTE WB (NAD 63)
o\ 11
20
207
y \ v WETLANDS
208
9
1
2'021 C
STRATTON NUMBER
ALSO. I CERTIFY THAT THE SURVEY IS OF A
EXISTING BUILDING OR OTHER STRUCTURE. OR
NATURAL FEATURE, SUCH AS A WATERCOURSE.
NOTES:
1. ALL EASEMENTS ARE CENTERED ON EXISTING
STRUCTURES UNLESS OTHERWISE NOTED.
2. AREAS COMPUTED BY COORDINATE METHOD.
3. ALL DISTANCES ARE HORIZONTAL GROUND
DISTANCES MEASURED IN U.S, SURVEY FEET.
A. THIS SURVEY DONE WITHOUT THE BENEFIT OF A
TITLE SEARCH AND IS SUBJECT TO ANY FACTS WHICH
MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE
SEARCH.
5. ANY POINT NOTED AS "CONTROL CORNER" SHALL
NOT BE DEEMED ANY MORE OR LESS RELIABLE THAN
ANY OTHER POINT SHOWN HEREON.
6. ALL IMPROVEMENTS TO LOTS NOT SHOWN HEREON.
7. NO NCGS MONUMENT FOUND WITHIN 2000 FEET OF
SITE.
B. NC GRID COORDINATES DERIVED BY GPS LOCATION
CALIBRATED BY THE STATE OF NORTH CAROLINA
THROUGH REAL TIME KINEMATIC (RTK) CORRECTIONS,
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
IDENTIFIES ALL AREAS OF WATERS OF THE UNITED STATES
REGULATED PURSUANT TO SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE. UNLESS THERE IS CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF
SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A
PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE.
THE UNDERSIGNED COMPLETED THIS DETERMINATION
UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO
THE 1987 U. S. ARMY CORPS OF ENGi11EERS WETLANDS
DELINEATION MANUAL. 4f /C,/
REGULATORY 'FICIAL �+--'ii
TITLE4��o
DATE W-44
{ Y
USACE ACTION ID NO.: _ X013 �Ci4 i
S ".A w
J*��l3 �.{1F S'1f yiS
A PORTION OF
PARCEL "EI'
PIN: 0658.04-93-4778
0
209 y
210
211
Emir I ARC i RA011is i QW11 LENGTH CHORD SEARING
C1 1 152.67 1 259.95 1 155.48 S 72'46'30' E
C2 153.i4 Awq'i 1 152.43 S 46'26'65' E
6
\ ` BoM 2000 Pg 386
13{�g
WETLANDS 21f l
C h
0
219
\ ti
egNF 221
G
z n 220 WETLANDS
Nm 1 A PORT 01 BoM 2000 Pg 386
m e I PARCEL 11 F
a 4C
{
$ W
229 PIN: 0668.03-03- 1
WETLANDS 237
231 {
c
G rOP
OF
\ NOW OR FORMERLY 19A \�
232 9�G\ KEITH 38
9 DB 3130 Pg 255 { `
39 \
233 9 WETLANDS \
WETLANDS "op
��R X157 zA,
3 235 �5' 26' _ 40 `
\
"CONTROL CORNER" ` 45 `
NC GRID COORDINATES A 246
EABNA0
N REEF: SEE NOTEO583j90 WETL RDS �y�
LINE
BEARING
DISTANCE
L1 S
13'46'02" E
31.22
L2 N
30'42'14' W
18.77
L3 S
76'36'25" W
18.57
L4 N
24'30'07" E
21.03
L5 N
07'52'13" E
25.04
L6 N
01'16'28" W
26.23
L7 I N
09'07'15" W
i9.Bi
LB N
55'22'34" W
22.77
L9 N
04'04'37" W
33.80
L10 N
07'06'24" W
29.08
L11 N
02'27'06" E
25.95
L12 N
20'55'42` W
24.07
L13 N
46'09'16" W
30.55
L14 N
18'46'49" E
26.17
L15 N
20'55'26" W
18.54
Lib N
33'09'16" E
16.75
L17 S
56'54'32" E
21.30
LiB S
62'03'17' E
25.33
Lig S
60'38'32" E
23.56
L20 S
45'57'01' E
23.66
L21 S
36'30'37" E
30.43
L22 S
23'41'07" E
19.11
L23 S
13'36'44 E
24.33
L24 S
38'54'42" E
25.36
125 S
35'30'59 E
23.84
L26 S
31'35'17' E
31.22
L27S
38'58'35" E
36.93
L2B S
39'09'48" E
39.15
L29 S
45'06'40" E
30.68
n
!19x11
REFERENCES:
WETLAND DELINEATION MAP:
m
BoM 2011
Pg
769
o
BoM 2011
Pg
676
s
BoM 2008
Pg
1403
m
BoM 2007
Pg
2755
0
BoM 2006
Pg
133
C3
BoM 2004
Pg
1571
cr
BoM 2002
Pg
1116
BoM 2002
Pg
204
Z
BDM 1995
Pg
1341
BoM 1964
Pg
670
BOM 1962
Pg
871
DB 15415
Pg
625
LEGEND:
■ IRON FOUND
$ IRON FOUND
+ MAPPING
POINT
(NO POINT
FOUND
OR SET)
x WETLAND
FLAG
(FIELD LOCATED)
n
!19x11
SULLIVAN SURVEYING
WETLAND DELINEATION MAP:
1143-D EXECUTIVE CIRCLE CARY, NC 27511
SUNSET BLUFFS
[phone] FAX: [phone]
PAGE 9 OF 10
OWNER: SSBNC LLC
P.O. BOX 38
ST MARY'S TOWNSHIP
WAKE COUNTY NORTH CAROLINA
iii
>_
HOLLY SPRINGS, NC 27540
DB 15415 Pg 825
50 25 0 50 10(f
SCALE: 1" = 50' PINS: SEE PARCELS
DRAWN BY: RFW2 SURVEYED BY: RFW2
DATE: 19 NOVEMBER, 2013 CHECKED BY; LHS
v'.

N
tf�
SITE r'
VICINITY MAP NOT TO SCALE
2011
I, LEONARD H. SULLIVAN, JR., CERTIFY THAT THIS
789
PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
2011
ACTUAL SURVEY MADE UNDER MY SUPERVISION USING
676
REFERENCES SHOWN HEREON: THAT THE BOUNDARIES
2008
NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED
Z
FROM INFORMATION SHOWN HEREON; THAT THE RATIO
z W
OF PRECISION AS CALCULATED IS 1: 10, 000+: THAT
2755
THIS PLAT WAS PREPARED IN ACCORDANCE WITH G. S.
2006
47-30 AS AMENDED. WITNESS MY ORIGINAL
o 0
SIGNATURE, REGISTRATION NUMBER, AND SEAL THIS
N
0
31 St DAY OF A.D7., 2014.
y
Y
c
z ry,
r w
Pg
1116
BoM
2002
2821
204
REGISTRATION NUMBER
1995
ALSO, I CERTIFY THAT THE SURVEY IS OF AN }
EXISTING BUILDING OR OTHER STRUCTURE, OR A PORTION OF 1
NATURAL FEATURE, SUCH AS A WATERCOURSE,
NOTES: PARCEL "Ell
1. ALL EASEMENTS ARE CENTERED ON EXISTING PIN: 0658.04-93-4778
STRUCTURES UNLESS OTHERWISE NOTED.
2. AREAS COMPUTED BY COORDINATE METHOD.
3. ALL DISTANCES ARE HORIZONTAL GROUND
DISTANCES MEASURED IN U.S. SURVEY FEET.
A. THIS SURVEY DONE WITHOUT THE BENEFIT OF A
TITLE SEARCH AND IS SUBJECT TO ANY FACTS WHICH
MAY BE DISCLOSED BY A FULL AND ACCURATE TITLE
SEARCH.
S. ANY POINT NOTED AS "CONTROL CORNER" SHALL
NOT BE DEEMED ANY MORE OR LESS RELIABLE THAN \
ANY OTHER POINT SHOWN HEREON.
6: ALL IMPROVEMENTS TO LOTS NOT SHOWN HEREON. 1
7. NO NCGS MONUMENT FOUND WITHIN 2000 FEET OF I
SITE.
B. NC GRID COORDINATES DERIVED BY GPS LOCATION
i
CALIBRATED BY THE STATE OF NORTH CAROLINA I
THROUGH REAL TIME KINEMATIC (RTK) CORRECTIONS.
THIS CERTIFIES THAT THIS COPY OF THIS PLAT
IDENTIFIES ALL AREAS OF WATERS OF THE UNITED STATES
REGULATED PURSUANT TO SECTION 404 OF THE CLEAN
WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS
DATE. UNLESS THERE IS CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF
SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A
PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE.
THE UNDERSIGNED COMPLETED THIS DETERMINATION
UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO
THE 1987 U. S. ARMY CORPS OF ENGIN RS WETLANDS
DELINEATION MANUAL.
REGULATORY OFFICI
TITLE
DATE
USACE ACTICVIO NO.:���1-?-0( P5 V
II CBRVE I ARC I RADIUS 1 CHORD LENGTH CHORp BEARING
WETLANDS CS I 138.47 ii17.18 138.38 S 40'28'05' E
224
237 \ �
231 t WETLANDS
Top of 114* �
238
232 ♦�(j
61 J ro
33
235 WETLANDS i •2 : �� 40 �f7
WETLANDS �C y
dF
80
279 A PORTION OF k \ 247
278 PARCEL "F"
tae
~Y PIN: 0668.03-03-5881
277 Cy
n NOW OR FORMERLY 249
276 WETLANDS KEITH `
275 DB 3130 Pg 255
Z1� � WETLANDS �
7A
LZ
f Z2a
L23 3415 WETLANDS
i
N 88°41'33" W 246.41
"CONTROL CORNER'
NC GRID COORDINATES
583616.92 , E=2060517.16
REF: SEE NOTE # B (MAO 83)
I \
NOW OR FORMERLY
KEITH BROTHERS GRADING
I
lD8 15420 Pg 1028
ten�g� ysea6ty7�Trf
X0:
�oµ � "ire
✓ r ` [�4,.
���r�va7i"651>tpt
V
Cu
r
ti
73'
N 88'41'40
NOW OR FORMERLY
KEITH 3d3g
3420
DB 2311 Pg 270
SULLIVAN SURVEYING
1143-D EXECUTIVE CIRCLE CARY, NC 27511
[phone] FAX: [phone]
ew
REFERENCES:
m BoM
2011
Pg
789
o BoM
2011
Pg
676
BoM
2008
Pg
1403
BoM
2007
Pg
2755
z BoM
2006
Pg
133
o BoM
2004
Pg
1571
BoM
2002
Pg
1116
BoM
2002
Pg
204
Z BoM
1995
Pg
1341
BoM
1984
Pg
670
BoM
1982
Pg
871
DB 15415
Pg
825
LEGEND:
■ IRON FOUND
IRON FOUND
+ MAPPING POINT
(NO POINT FOUND
OR SET)
x WETLAND FLAG
(FIELD LOCATED)
HS XX
o i
0 250
T
y fr
1
"CON CORNER"
257
B
259
50 25 0 50 100
SUNSET BLUFFS
PAGE 10 OF 10
ST MARY'S TOWNSHIP
WAKE COUNTY INORTH CAROLINA
SCALE: 1" = 50' PINS: SEE PARCELS
DRAWN BY: RFW2 SURVEYED BY: RFW2
DATE: 19 NOVEMBER. 2013 CHECKED BY: LHS