General Permits (4123)

/1�iC<u
CERTIFICATIGN=OF EXEMPTION
FROM REQUIRING A CAMA PERMIT
0 as authorized by the State of North Carolina,
Department of Environment, Health, and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant to 15 NCAC Subchapter 7K .0203.
Applicant Name Phone Number
Address
City State Zip
Project Location (County, State Road, Water Body, etc.)
Type and Dimensions of Project
The proposed project to be located and constructed as described
above is hereby certified as exempt from the CAMA permit re-
quirement pursuant to 15 NCAC 7K .0203. This exemption to
CAMA permit requirements does not alleviate the necessity of
This certification of exemption from requiring a CAMA permit is
valid for 90 days from the date of issuance. Following expiration,
a re-examination of the project and project site may be necessary
to continue this certification.
your obtaining any other State, Federal, or Local authorization.
A,^. - r /. i i? i /1 r-
development is exempted, will be in violation of the CAMA if there
is a subsequent determination that a permit was required for the
development.
The applicant certifies by signing this exemption that (1) the ap-
plicant has read and will abide by the conditions of this exemp-
tion, and (2) a written statement has been obtained from adjacent
landowners certifying that "they have no objections to the
proposed work.
(.; f
CAMA Official's signature
Issuing date
f
Expiration date
Attachment: 15 North Carolina Administrative Code 7K .0203

posoX 776 -PAMLICO COUNTY BU,LDIHo 1NSPLCTIONS BAYaCko. K.G. 28515
[phone]
{AttRr this #o is ,toapleted by the Iaftdown+er Proposin* the project,
a CgPY and
is given to Mather sdjaterit landowners for their consent _'
si�atures. The
forms requiredrethen ret a ornedn, to the Bui.ldino lnipections'
and other applicablelicat3.oe'Pr*cessing.)
Oii`ice for buildi� petit zpp
ADJACENT RIpAR1Al1 pWptRTY QWWER STATZMMT
I hereby certify that I OwO propctty adjacent to
rO si cievalopsaeat body of Water
Red of landowner P p°
indaear� ,eN.�'
Lot&A// Of. 1m
coommitY 5tsbdivis Oa. if agplics►blt
Tax yarcel .0 © Off Sk_LL2j Complete description of tow to
.l _ .. J_ J
%carts this property:
The proposed project, a .-civac and the location has been
described to me ss shown in the drawing below acid I have no objections
to the proposal.
FOR A PIER, CUC% ONE OF THE FOLLOnNG.*
Z, wish to waive: the. 15, ■inimma setback fras my riparian access,
Y Do KorT wish to waive the 15, wi,nimum setback. requiresex►t.
:••etraa♦�*•ssae,tffrwrt+rtr�rf�s#t*�r�w#�:���1R�t�M*��ttw�R��er���*�,�«�t•
Draw tb* Proposed structure in the space provided below. List the size
of the structure and measured distances from the adjacent property
_ __ -- - __ .._,..,..rtv -"A ct,p reid. water, etC.
tea

Rodger W. Durham, L.S.
Surveying, Mapping, & Land Information Systems
209 Ridgeway Drive, Greensboro, NC 27403-1526
Tel. [phone]; Fax (Call first)
May 5, 1997
Mr. M. Ted Tyndall, Field Representative
N.C. DEH&NR, Div. of Coastal Management
Hestron Plaza H
151-B Hwy 24
Morehead City, NC 28557
Tel. [phone]
-------- - ---�V--
Re: CAMA General Permit C4579 dated 8/24/1988, CAMA General Permit 5253-C dated
12/28/1988, CAMA Major Development Permit No. 90-89 dated 1/16/1989, and CAMA
Statutory Exemption dated 6/04/1997, for construction and/or refurbishment of shore
protection devices and pier at Lot 0-11, 591 Country Club Drive, on the Neuse River,
Town of Minnesott Beach, Pamlico County, North Carolina
Dear Mr. Tyndall:
Thank you for meeting with David Hodges of Hodges Marine Construction, Merritt, NC, on
June 4, 1997, in reference to the request of Mrs. Durham and me to N.C. DEH&NR-DCM
for a statutory exemption to refurbish various shore protection devices and a pier at Lot 0-11,
591 Country Club Drive, on the Neuse River, Town of Minnesott Beach, Pamlico County,
North Carolina. Several of these structures sustained severe damage as a result of Hurricane
Fran in August 1996.
Mr. Hodges stated that you declined to permit us to refurbish the two groins with armor
stone. Request please that he be permitted to do this.
As a result of conversations with David Noble and Charles Jones of DCM in 1988 and 1989,
your office permitted Monroe Johnson of Morehead City and James Miller of Merritt, our
original contractors, to build two, short, wooden groins covered with armor stone on the
condition that we agree to reduce their overall length from maximum allowable length of 25
feet. (A copy of the original groin design is enclosed.) Consequently, we directed Monroe
Johnson to build shorter wooden groins so that Miller could cover them with stone. In 1993
Chet M. Suitt, L.S., of New Bern, NC, measured and documented the lengths of these groins

Page 2, Letter to M. Ted T,imdall, NC DCM, dated June 10, 1997
as 16 ft. and 19 ft. respectively (copy enclosed of plat of survey recorded P
Pamlico County Registry). If you wish, I can supply photographs showing that these
were indeed covered with stone from day one.
Thank you for your consideration of our request.
Sincerely,
Lucilla B. Du hams fandowner
r W. Durham, L.S.
Landowner
encs. 2
C. David V. Hodges

. 4
JUPI 1 2 1997 lid
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-A,
I, [HET M. SUITT CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY R LOT 2, LAKE MINNESOTT ESTATES, SECTION ONE a LOT 3, LAKI
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED __ 139 -_
' DESCRIPTION RECORDED IN BOOK 222. PAGE 180.)• THAT THE BOUNDARIES W !ET BERNTSpn MONUMENT, x"BELOW GRouND
NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN STAMPED CONNER2,L1173, WG2. LSD S(}
MAP BOOK T. PAGE 53: THAT THE SURVEY IS OF AN EXISTING PARCEL OR 90
PARCELS OF LAND; THAT THE RATIO OF PRECISION AS CALCULATED IS 1:10000. Q �3.I
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH C.S. 47-30 AS AMENDED. r
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER ! SEAL. THIS^ -Zl L�4i
DAY OF A"c-1 T 1993. - F
SURVEYOR
y'Yw
�ti t` if sr
SEAL i
'livalar.rM� Gi
STA. "CCDRIVE" 'I
202
2C4 `S4ro �2p2 9 OF EXISTING 16' ASPHALT STREET •_
_
y=2EIDIV �D COpC 4846rs' COUNTRY CLUB DRIVE (SECONDAR'�
ka ra7 rya SUN kAF
eoBeoa. a 1"O. Sy MDR Fti
Oa 44gj�Rs' � CC4r1 yE � 97q=�m
"R (131-49) -
13I S67003'WE-• �T�r�� (1a9-sz)
11751'1� S63DTVl Wl EXISTING I" PINCHED IRONE%IS1MA 1
PIPE, 2`ABOVE GROUND. I•BELOWGTELEPHONE PEDESTAL
LITY POLE
NORTH CAROLINA
PAMt4B0 COUNTY
I, A NOTARY PUBLIC OF THE COUNTY AND STATE AFORESAID, CERTIFY THAT
CHET M. SUITT ,A REGISTERED LAND SURVEYOR, PERSONALLY APPEARED
BEFORE ME THIS DAY AND ACKNOWLEDGED THE EXECUTION OF THE FOREGOING
INSI UMENT. WITNESS NY HAND AND OFFICIAL STAMP. THIS All DAY OF
AJfau.•'+�C' . 1993,
I'-)R LEA
NOTARY PUBLIC
MY COMMISSION EXPIRES _.. I
SYMBOLS LEGEND
01. • = EXISTING IRON PIPE.
02. ■ = A3-BR-36INCH BERNTSEN MONUMENT.
03. ♦ = CAPPED CONCRETE MONUMENT.
04. ® = EXISTING PK NAIL.
05. QQ = NCGS CAPPED CONCRETE MONUMENT.
06. n� = NON MONUMENTED POINT.
WIRE
EDGE OF EXIST-
ING CONCRETE
VEVAY
CONC
S,
P
O 11
~I
N
o
i`
N
BOOKI(
§82 81+1
s�
G 860.
, r
III � APPROXIMATE TOP`F HIGH�g,yNK
STEPS WOODEN
Oi t0
f f0
� I
W APPROXIMATE BOTTOM OF HIGH BANK
30'
STA.
201 ♦ EXgTI
ti
OryI
m f I'
O W
0
LOT 0-8 h ~
N/F
RUFUS D. SMITH ET UX.,
ELVA E. SMITH. DEED
227, PG. 857; MB7, PG.5
UNRECORDED PLAT BY A.
HUGH HARRIS L.S. DTD. 1
FOR JOHN S. FEN�ON
(GRANTOR OF LOT 0-8 TO
SMITH etux.) and IN PART
RECORDED IND,B.227,P
EXISTING BERNTSEN MONUMENT
BELOW GROUND. STAMPED 3-2e
L 025.
ABBREVIATIONS
25' FRONT BUILDING SETBACK LINE
-' BUILDABLE AREA AT APPROXIMATE STREET LEVEI
a BACKFILL AND HIGH BANK AREA = 8,580i So. FT..
TOTAL BUILDABLE AREA = 20,740iSD.FT.J��m
(EXCLUDES BUILDING SETBACK RESTRICTIONS)Y�,
SUBMERGED AREA FROM EXISTING BULKHEAD TO TP:,
z 1975 MEANDER LINE = 5,430±SQ.FT.
TOTALAREA = 26,170± SQ. FT. /0.60'--ACRES
m (AREA BY COORDINATES)
W
n
� LOT 0 -
'm .
tD '
a` a M.B. 7, PG. 53.
� IR D.B. 222 , PG. I80)
5° �---N61'S4'Of "W- 120.07'(M)
LEGEND "a t 2S'
01.
R/W =RIGHT OF WAY. 18. (MR)= MEASURED
AS RESET = h
W
02.
E =CENTERLINE.
o
N
03.
OHE =OVERHEAD ELECTRIC UTILITIES.
Z
N
04.
MB =MAP BOOK.
wooD RETURN WALL-
z
OS.
PG. = PAGE.
POINT NO 164 INTERSECTS
THE LOT O-li SIDE
WpOD RETURN WALL
06.
1-S. F. D. =ONE STORY FRAME DWELLING.
PROPERTY LINE WITH THE
07.
N/F =NOW OR FORMERLY.
PROLONGATION OF THE
NORTHWEST
I
JUNCTION BULKHEAD I
Po�T�o w7LL
OB.
AMHWL(4/92) =APPROXIMATE MEAN HIGH WATER
11
LINE, EXISTING VK HAIL IN 79
(APR I L 1992).
TOP OF WooO vIL1NG
CONCRETE'
WELL HOU�
0-- ROUND WOOD WENCH
� PILE ANCHOR PILE
KNEAD WOOD
(163_igq)
"-N59 �IW -122.25'
Li
/
09. Y =NORTH.
(113-79)-�
10. X =EAST.
I u I I AMHWL (4/92)
N 27 °28 51 E 1126.53' I wooD
_
.
M
11. DB =DEED BOOK.
� M)
a STONE
GROIN L=I6'
PILES
AMHM1L(a
/
9709 HIGHWAY 17 SOUTH
P.O. BOX 12034
N E U S E R I V G
NFW BFRN. NC 'IA'i61

LAKE MINNESOTT ESTATES, SECTION ONE a 139 LOT 3, LAKE MINNESOTT ESTATES, SECTION ONE R
-- '- '—'---------
---'_--_.--4
SET SERNTSEN MONUMENT, 2"BELOW GROUND W
STAMPED CORNER 2, LIIT3, 1992. try
6' ASPHALT STREET_ (60' R/W)
COUNTRY CLUB DRIVE (SECONDARY ROAD NO. 1123)
TELEPHONE
LITY POLE
--GUY WIRE
149-52)
' (M) 117.40'
UTILITY
STA. "DMHAM"
201 A EXISTING CAPPED CONCRETE MONUMENT
2'BELOW GROUND. STAMPED DURHAM 1092,
LU73 B L2461.
Y= 137575.721 METERS
X•609121.0 2METERS
25' FRONT BUILDING SETBACK LINE
z
BUILDABLE AREA AT APPROXIMATE STREET LEVEL= 12,(60*-SQ.FT
a BACKFILL AND HIGH BANK AREA = 8, 560± SQ. FT.
m TOTAL BUILDABLE AREA = 20,740{ SO. FT.
(EXCLUDES BUILDING SETBACK RESTRICTIONS)
SUBMERGED AREA FROM EXIST4NG BULKHEAD TO THE CHILES
z 1975 MEANDER LINE = 5,430- SO. FT.
TOTAL AREA = 26,170± SQ. FT. /O.60±ACRES
lom (AREA BY COORDINATES)
LOT 0 — 11
( M.B. 7, PG. 53.
D.B. 222 , PG. 180 )
--N61D54'01 "W- 120.07'(M)
f
NCGS MONUMENT STAMPED MINNESOTT
1984, (3INCHES BELOW GROUND).
Y =137752.618 METERS 5
X=809843.285METERs
(NAO 83)
6mi G4\
yo
OR
yti\ 4> 6.�
A STA."POTTER"
\ham 021 `� SET CAPPED CONCRETE
5� �0 MONUMENT, 2' BELOW
7L, 6 ROUND. STAMPED POTTER 20C
1992, L1173 B L2461.
Y=13T563 20METEM
X-S09191.667METERS
C4 N$�0 A5, IT
VICINITY MAP —
\�
w 52
!
Y=137569.%%METERS._N67°43'4611W-1069.66�(M)
=809139. ODOMETERS
EXISTING BE RNTSENMONUMENT,
4" BELOWGROUND.STAMPEO 5-26-83
(123-52)
SITE
INVERSE 123
G RAILROAD SPIKE FLUSH IN
E
�1
LI925.
WATER METER
,
F WAY LINE OF COUNTRY CLUB
IGHT OF WAY LINE OF HARDISON•
UGH HARRIS, L.S. DTD. 7-10-8,'
8.
LOT 10N/FGLEN
\LER
R. MILLER ET UX.,JOAN A. MILm
DEED BOOK 198, PG. 886; DEED BOOK
PAGE 883; MB 3, PG.38;
MB7, PG.56MB
9, PG. 70.0NOT:
I � I
01. THIS SURVEY MEETS OR EXCEEDS ACSM CLASS B SU{
02. NCCS STATE PLANE COORDINATES SYSTEM NAD83 CO
I - S,F D.
ESTABLISHED ON LOT 0-11 CORNERS ACCORDING TO
..
-m m
STANDARDS DATED 19B6, WITH A CONTROL SURVEY
THENCE. RUNNING SOUTH ALONG NO 306
'D
////�
BENNETT-.
THENCE, CCONT I NUU I NG SOUTHALONG NCI
111JJ
MINNESOTT,
NTRY CLUB DRIVE); AND THENCE. NORTHWESTE(
IA
CV
CD i
O
N v
SIN
�•APPRDXIMATE TOP OF HIGHS25049'4I "W'
�BANK (53-54) • — jII
WOODEN
STEPS
APPROXIMATE BOTTOM OF HIGH BANK _II1pp1II����II
CONCRETE BLOCK II,WELL HOUSE
IOD RETURN WALL 0—ROUND WOOD WENCH
ACTION ROUND PILE WOOD ANCHOR PILE
No END WA L HEAD BULKHEAD
)INT N0," (163-16q)
' N59D07' 16 "W-122.25' JUNCTION POINT AND
ENO wA
1i I AMHWL (4/92)��
13 WOOD a STONE
Lq�U CH
� J GROIN L=16'
PILES B
i2.96-21 /
' (i1) STONE REVETMENT J
WALES
(30
'N \ 23 O4J
C
g'V
OF F4A,D�R� �1g �Rl
er gFC0 q G�
oec Ao fo rOM 4C Ppp sq pL
3
,q M,@ �L eS ?3 �/9) 3
>
4PF
33
aF
iD
m
EXISTING 8ERNTSEN MONUMENT,
I" BELOW GROUND. STAMPED 5-26-83
L1925
4.13'(M)
EXISTING I"PIW-WD IRON PIPE -
"'BELOW GROUND.
RETURN WALL
AAW'fWL(4/92) -�ti) r�=-- —�
W
FW
=oQ
WOOD 8 STONE I
I I N
OF Q x
GROW L=l9'
f� �Iu1"iam
WOODEN DOCK l\-�')
rn
In
H o z '
zaov,
-
Nimpw
N
N4 F
O
N
Z:-
Z-F ~O
m�a�3�o
N
ZO~Z4
(3D2.3
N
D
a
R I V E R PLOW
—
302
GABIONS
(COU
LOT 0-11.
03. ALL DIRECTIONS ARE BEARINGS FROM GRID NORTH l
PUBLISHED GRID AZIMUTH FROM NCGS STA. MINNES(
04. ALL DISTANCES ARE HORIZONTAL GROUND EXPRESSE
(FT.). WHERE 1 U.S. SURVEY FOOT - (1200/3937�
HORIZONTAL GROUND DISTANCE TO GRID DISTANCE
FACTOR EQUALS 0.999887538.
05. ALL POSITIONS ARE BASED ON THE PUBLISHED NC�'
NCGS STA. MINNESOTT.
O6. TRAVERSES ARE ADJUSTED USING THE COMPASS RW
07. A PORTION OF LOT G-11 IS LOCATED WITHIN FLOOJI
�.,
ELEVATION IS SIFT. AS DEPICTED ON THE FEMA COMMUNITY PANEL NUMBER 37041E 0002 B- EFFECT
08. MAPPING ANGLE AT NCGS MINNESOTT - f1"15'57."1
FACTOR =0.999883950, COMBINED FACTOR =0.9
THE PUBLISHED GRID AZIMUTH FROM NCGS STA.
STA BEN NETT: GR ID AZIMUTH (NORTH =OA)=
09. LOT CORNER MONUMENT NUMBERED 139 PER 1992 RL
FLOYD SUITT t ASSOCIATES WAS SET HOLDING N
MENTED LINE OF DIRECTION; LOT CORNER WAS
POSITION PER 1963. JOHN A DOMINY, PE It LS
PLAT OF RECORD (M.B. 3. PG. III)-
10. NO EVIDENCE WAS FOUND IN THE VICINITY OF PT.
AN UNRECORDED PLAT BY A. HUGH HARRIS, L.S..
FENTON (GRANTOR OF LOT 0-8 TO SMITH ET UX-)
IN D.B. 227. PG. BED.
11. RESTRICTIVE COVENANTS DATED 8/12/1
IN O.B. 222, PG. ISO, PAMLICO COUNTY Ra
BOUNDARY aF SURVEY
NEUSE RIVER LOT 0-11,RCOUNTRY CLUB
FO
RODGER W. DURHAM & WIFE LUCILL
m ; N;"'EsCTT BEACH, TWP. 5, PAML I
LAND OWNERS OF RECORD. FLOYD4
RODGER WINSTON C'JRHAM ET UX.. L'JCI!A 'ANN [BOYD) DURHAM P�
2"9 NI CGEWAY LRIVE NEW
C4£E':= 1s0. 11: 27403
'3: ; 27"<-4?79
20' i5' i0' 5" 0" 20' 40'
: 10-25 _1993
•Nrq = 20
: CMS

1 LOT 3, LAKE MINNESOTT ESTATES, SECTION ONE
R/W)
(SECONDARY ROAD NO. 1123)
''`oy
UTILITY
STA. "DURHAM"
\ EXISTING CAPPED CONCRETE MONUMENT
2" BELOW GROUND. STAMPED DURHAM 1992,
L11T3 a L2461.
MTERS
X:8 92BI07.32 METERS
("ET BACK LINE
4 _
E STREET LEVEL- 12,160-+
SQ.FT.
8,580 { SQ. FT.
Ot SO. FT.
iESTRICTIONS)
BULKHEAD TO THE CHILES
. FT.
).60; ACRES
180 )
r`0.07' (M)
$ 9
BANK (53-54)
iIGH BANK
5'
CONCRETE 2210
WELL HOUSEE
WOOD WENCH
i PILE
R_�
W
-- i
NCGS MONUMENT STAMPED MINNESOTT
1984, (3INCHES BELOW GROUND).
Y =137752.618 METERS
X= 809843.285 METERS 5
(NAI)83) G`�
o°ab��j9
9R, �9 6`aDp
STA. "POTTER"
0\� SET CAPPED CONCRETE
�� A) 'ROMONUMENT. 2"BELOW 2
Z4 GROUNDDS�7eMPE�POTTER
-SCALE: I INCH=
2r
v lNg20
(123 -52) POINT
Y=137569960METERS --N6T43146"W-1069.66'(M) SITE
X=809139 Coo METERS
EXISTING BERNTSEN MONUMENT, INVERSE 123 4"BELOW GROUND. STAMPED 5-28-B3
L 1925, EXISTING RAILROAD SPIKE FLUSH IN PAVEMENT WHERE THE SOUTH
-WATER METER RIGHT OF WAY LINE OF COUNTRY CLUB DRIVE INTERSECTS WITH THE
WEST RIGHTOF WAY LINE OF HARDISON DRIVE. FOR TIE POINTSEE MAP
BY A. HUGH HARRIS, L.S. OTC. 7-10-89. RECORDED DEED BOOK 261,
2 PAGE 428.
n
G)
LOT 10
a
N/F
TV
GLEN R. MILLER ET UX.,JOAN
A. MILLER 0
�y
DEED BOOK 198, PG. 886; DEED
BOOK 198,
PAGE 883; MB 3, PG. 38 ; MB 7, PG. 56 6 2
MB 9, PG. 70.
9
O
��U,
o
O_
� �T/j/
NOTES:
01. THIS SURVEY MEETS OR EXCEEDS ACSM CLASS B SURVEY STANDARDS DATED 1986.
0
I h
1
02. NCGS STATE PLANE COORDINATES SYSTEM NA083 COORDINATE CONTROL WAS
w
3 a
1 I- S.F. D.
ESTABLISHED ON LOT 0-11 CORNERS ACCORDING TO ACSM CLASS B SURVEY
o
- �
STANDARDS DATED 1986. WITH A CONTROL SURVEY BEGINNING AT NCGS STA.
BENNETT. THENCE, RUNNING SOUTH ALONG NC 3DS THROUGH GS STA.
Lo�111��////�
M NNESOT% THENCE. CONTINUING SOUTH ALONG NC 306 O SCR. 1123
(COUNTRY CLUB DRIVE); AND THENCE, NORTHWESTERLY ALONG S.R. 1123 TO
NLOT
0)
0-11.
03. ALL DIRECTIONS ARE BEARINGS FROM GRID NORTH ARE BASED ON THE 1992
PUBLISHED GRID AZIMUTH FROM NCGS STA. MINNESOTT TO NCGS STA BENNETT.
1(D1
1
h
04. ALL DISTANCES ARE HORIZONTAL GROUND EXPRESSED IN U.S. SURVEY FEET
WHERE 1 U.S. SURVEY FOOT - (1200/3937) METERS AND THE
HORIZONTAL GROUND DISTANCE TO GRID DISTANCE AVERAGE COMBINATION
1(FT.).
FACTOR EQUALS 0.999887538.
EXISTING BERNTSEN MOhIUMENT,
53 I"BELOW GROUNO.STAMPED S 28 83
05. ALL POSITIONS ARE BASED ON THE PUBLISHED NCGS NAD 83 COORDINATES FOR
U925
11
4.131M)
NCGS STA. MINNESOTT.
06. TRAVERSES ARE ADJUSTED USING THE COMPASS RULE OFADJUSTMENT.
+jfIW
54 EXISTING I" PINGED IRON PIPE.
07. A PORTION OF LOT 0-11 IS LOCATED WITHIN FLOOD ZONE A5. BASE FLOOD
_I ^BELOW GROUND.
ELEVATION IS 9FT. AS DEPICTED ON THE FE4A FLOOD INSURANCE RATE MAP.
COMMUNITY PANEL NUMBER 370418 0002 B EFFECTIVE DATE 8-5-1985
08. MAPPING ANGLE AT NCGS MINNESOTT - +1^15'57."05. PROJECT SCALE
FACTOR =0,999883950. COMBINED FACTOR = 0.999887538.
I
THE PUBLISHED GRID AZIMUTH FROM NCGS STA. MINNESOTT TO NCGS
STA. BENNETT: GRID AZIMUTH ( NORTH =0°) = 338R00'47".
"
09. LOT CORNER MONUMENT NUMBERED 139 PER 1992 RETRACEMENT SURVEY BY
FLOOD SUITE ! ASSOCIATES WAS SET HOLDING NEAREST ADJOINING MONO-
,;,
MENTED LINE OF DIRECTION; LOT CORNER WAS MOVED TO PROPORTIONED
1O
POSITION PER 1963. JOHN A DOMINY, PE ! LS ORIGINAL SUBDIVISION
OF RECORD (M. S. 3. PG. lit).
!2PLAT
WOOD RETURN WALL
10. NO EVIDENCE WAS FOUND IN THE VICINITY OF PT. 50 AS CALLED FOR IN
AN UNRECORDED PLAT BY A. HUGH HARRIS. L.S.. DTD 1982 FOR JOHN S.
FENTON (GRANTOR OF LOT 0-8 TO SMITH ET UX.) AND IN PART RECORDED
I
3
IN D.B. 227. PG. 860. '
�
m GABIONS
11 RESTRICTIVE COVENANTS DATED 8 / 12 / 1983 ARE RECORDED(
.
IN 0.0.222, PG. 180, PAMLICO COUNTY REGISTRY. SHEET I OF
�_�•y j l22.2�J ;' JUA'CTK'N BULKHEAD AND r4
END WALL POINT .,o. I L )
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a.a•
BOUNDARY SURVEY
OF
NEUSE RIVER LOT 0-11. COUNTRY CLUB DRIVE (S.R.1123)
FOR
RODGER W. DURHAM BI WIFE LUCILLA B. DURHAM_
MINNESOTT BEACH, TWP. S, PAMLICO CO., NC
LAND OWNERS OF RECORD: LAND SURVEYOR:
RODGER WINSTON DURHAM ET UX.. LUCIL.A ANN [BOYD] DURHAM FLOYD SUITT 3 ASSOCIATES
209 k1DGEWAY DRIVE P.O. BOX 12034
GREETS'.•MJ. NC 27403 NEW BERN, NC 28561
(97�) 272-4879 [phone]
10- 25- 1993
20• IS' 10' 5' O' 20. 10' e0'