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1. HORIZONTAL DATUM: NAD 1985.
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OR.DETAITS'OF AREA TO BE DREDGED SM. EACH SECTI N 0
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> !.a /.. ;., _ ;t::.a i ! OFFICERIS RLPRESBNTATIVE.
v' tom,
'. 5. DUNES:DAMAGED`BY THE CONTRACTOR'SHALL BE RESTORED AS:NEAR AS PRACTICAHLB�•T
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G•G.CONDITIONS 'SEE SB ON 35 RED IN NATURAL NDITION CTI
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Plan Survey d Sheet of i''
Design S ctions
71.
Dove $h et She : f of •9; DATA:,
Plan urvey sh 2 of 9 MAINT E D G ' o°�/�.�/08
Pl 8 3 of Scale:
. -. - -HO'LD•EN ..BEACH • ' .' ENANC� ' � .R.E' ' G' �: . : • . .
.P n Survey:. eet 'of. AS SHOWN..
: • lan`5urve heat 5 0 9 t3RUNSWICK:.000NTY' TOWN' OF NAVASSA. NORTH*CAROLINA Drawn:
Ipestgn 5e' [ions' Sheet 'ro' f 9 NNC
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ti.7HEET 1.1E 1 Project No:
fi . s H80208
sheet No.
iYC'' 1 p` ::., ° RIGHT ANGLE.
Cd�. EN©INEEAIi*IGi: P.C:
' 201 N.-FRONT STREET;SUITE'809- . 1
VALMINGTON, NC 28461
(910) 2514544 • FAX [phone]

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1 TIC iNTRACOASTAL WATERWAY
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r ® ALL ELEVATIONS ARE BASED. ON MEAN LOW WATER
AND REFERENCED TO N.A.V.D. 1988,
* TOTAL VOLUME FOR SITE: 12,$69 Cu.Yd.
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VOLUME CALCULATIONS PER CANAL CALCULATED AS FOLLOWS: hv
E Kelp Ct
. 10
1t`Iit,t ', CANAL ONE: FROM STATION 0+20' TO STATION 11+18'= 3,123 Cu.Yd. y a
tc ,y, rr a - f1a
111t ► t} 1 t 1 11+38'= 2 683 Cu.Yd. �,9 o
CANAL TWO: FROM STATION 0+20' TO STATION Q��try n Ca Q
Z j lilt CANAL THREE: FROM STATION 0+20' TO STATION 11+71'= 2,939 Cu.Yd. r?r ES'a Ave,Cmol sw
b0f St Sw N ;g t VIP Sao f✓�b°C�1M:Sxr
CANAL ENTRANCE: FROM STATION 0+20' TO STATION 6+00'= 1,930 Cu.Yd. -
' I� �� � SITE.
i �'� r i I i rl i CANAL EAST--WEST: FROM STATION 0+00' TO STATION 6+77'= 2,195 Cu.Yd. f _ hwuoaT" "__•
U i lilt , , 1 tI C�crensl�or4 S t Hlgn P oint 5t
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1 111 1 \ Iil _- - - r+
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1 I Ili t 1 ! I I. 1 - BENCH MARK . '.
J TN,.._... to fa
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- t VOLUME CALCULATIONS DEPICT THE AMOUNT OF � K, o _pcean.�w�
W i �� / I i i i ' i TOP OF MATERIAL IOENTIFIED TO BE REMOVED IN COMPARISON -
I till
III i I
_ "COTTON SPIKE" OF THE EXISTING CONDITIONS OF THE JUNE 2008 FIELD
SCOTCH BONNET DR VICINITY MAP _..:..:.:
�--- ELEV.= 4.39 SURVEY EXISTING PRE-DREDGE SURFACE AND THE
( ) NOT T0.:-SCAL""Vic.:;•.�.:�..,,,�,:„`�=�=:�-�- .,� . _. -.— � . �••
50' R/W N.A.V.D. 1988 PROPOSED POST-DREDGE DESIGN SURFACE. VOLUMES -•
I ARE LISTED IN CUBIC YARDS. NORTH CAROLINA
l\l' BRUNSWICK COUNTY
1 + ' " 1 I D. GI LOW CERTIFY THAT 1HIS PLAT WAS DRAWN UNDER MY
- r �_�--
DOLLAR DR I 1 ', 1
OWEN D ,
SUPERVISION FROM AN ACTUAL 5URVEY MADE UNDER MY SUPERVISION,
DESCRIPTION RECORDED IN SEE FLAT THAT THE
SAND I ; ERROR OF CLOSURE AS CALCULATED BY COMPUTER IS 1/ 191000+t 60' RAW i I I I I I t t t l -
i
THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES,
I i 11 t I , 1 1 ` I PLOTTED FROM INFORMATION REFERENCED, THAT THIS PLAT WAS
' 1 1 I I I i' , �'I I I G.S. 47-30 AS AMENDED. WITNESS
I i I 1 I 1 I � PREPARED IN A ANCE WITH
�" 1 ORIGINALSAr, g57RATION NUMBER AND SEAL THIS
1 ! I I it 11 if11 I 1 I t ,2Sth NE ,—
` ( I iIr11 Illit �l '
L `
1 ! D. g011i3Wr P. S.
I i�I Mi I t'1 REGISTRATION NUMBER L-4356
' 1 1 IlV I i
i 11 1 \ 111 it OWEN D. GIDLOW, L-4356, ON 25 JUNE 2008.
THIS DOCUMENT ORIGINALLY ISSUED AND SEALED 6Y SEAL OR STAMP
THE ELECTRONIC DRAWING MEDIA SHOULD NOT BE
CONSIDERED A CERTIFIED DOCUMENT. REVIEW OFFICER'S CERTIFICATE
tlii Illi 1 i STATE OF NORTH CAROLINA
COUNTY OF
tillt
1 ', ' I, REVIEW OFFICER OF
1 i i i ; t 1 I I -- I COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS
i 111
I I I t i c� _ __——— — ——_——— AFFIXED MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
/ �;\ N\`tt ,I \ :. _��;.�,----� - -- ~- `3--' `------- -------- \\ 1 V Y MEETS THE HORIZONTAL & VERTICAL REVIEW OFFICER
AST WEST CA _, L I ��`�� _ - ---- -_ __- ___-- ` -- THIS SURVEY
.�.. r 1\ \ 1 i '�. \`._`` __ 2 1 - __ \i'11 ACCURACIES OF THE NATIONAL MAP ACCURACIES
_�rrTl C�==== =�' < f -�" �t 1- ---� i 0 1 1 1 1 I STANDARDS, AS DEFINED FOR TOPOGRAPHIC SURVEYS.LI
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�__- _ - -Z's_ _________ _____ ,/; - g g _�� _ 3+00�- - �~ z+�I-\\ -/!- _ -----_- `\\ \�1�1 ' 11+00 - STATION (IN FEET), FOOT INTERVAL).
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r11t t l_ 0 6+oD _.______ _4 ____ __- \I I INDEXING CONTOUR LINE (FIVE FOOT INTERVAL).
_ _____ _ ___ __
3�,� 1 i�` +00 _ -- '--- _-_-- _- _ -,.0 23 _-- --, -1 -j 11� ^}` --- -f--1 0 �-1 �� - - e IIII 1\Ilt\\ -1- }}11 11 I
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Q iI1 + i i Allill Ito1I i t t , iN l \ 1 + t i 1027 SABBATH HOME RD., SW
ill l i 1 1 1 i'I I ' 1 ��.y b f 1 1 , i-' 1 I i f l i i i I t l t-"r " ' 1 SUPPLY, NORTH CAROLINA 28462
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I / ♦ , Ill I I i i il„ I I I I I I I I I iI' II'll l l i t
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I i t rr i f ! / 1 i I t I 11 t I I I I i I i i l 1 i 1 i III 1111 1 THIS DOCUMENT ORIGINALLY ISSUED AND SEALED 8Y
I I I } i I I IIi
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� �` i It It 1 r„ 1 � � i OWEN D. GIDLOW, L-4356, ON 25 DUNE 2008.
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1 (cal i I I I I I I, OWEN Q GIDIOW, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
! ' i 1 i ! `� i 1 I i w 1 I i SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
I 1 I i DESCRIPTION RECORDED IN 10,T TH
� I ,r i I I Q I I i 1 i 1 SEE-PLAT THAT THE
1t I, '1 t it I i I lilt, 1 I _ i I i ERROR OF CLOSURE AS CALCULATED BY COMPUTER IS 1/
THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES,
1 III 15 I 1 I I i Q I I 1 i 11 111 Iii III ' i I 1�p)
PLOTTED FROM INFORMATION.REFERENCED, THAT THIS PLAT WAS
I r 1 1 1 1 1 b 1 1 t 11 i
cp Lf i I 1 t I PREPARED IN ORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS
1 i\ \, i t I1 ! I 1i11 i 0,1� I 1 i 1, I, o f lit i i i I I I i i N 1 DRIhGINAI TU REGISTRATION NUMBER JUNE AND0 0SEAL QA THIS
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I I I i ( 1 i t 1 M i 1 OWEN n GIDL L S.
r I } I 1 III i III ! I i i I r 1 t
1 ! r I i f 1 t III I i I i 1 i it If I t 11 REGISTRATION NUMBER L-4356
I ` I I Jr l , 1 I I i 111 i i 1 1 I 1 i 1 1 .. . .� A
1 1 1 I I r-- 11 \ I I I I ! -�' SEAL OR STAMP
' 1 a i III ll i iii i ' 1� i i '\, I` REVIEW OFFICER'S CERTIFICATE
Ii i i n l , I 1 ; i I i ; 1i I i i i , l
i
I 1 i I i\ 1\ `� i� 1 1 I STATE OF NORTH CAROLINA
{ i t i ii I I
t \ f I b I I I I i I I ' I ill (\ �� . o ! 1 1 COUNTY of
IIII l I I i II 1 1 i I t l IIII , \ * I i �
I 1 I I I I I I I t 1 1 lilt
1 i •_ i� ,�/ i, -... REVIEW OFFICER OF
!1 I I I r I i 1 i 1 t 1 i I I i i 1 -` �i r COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS
111 1 i AFFIXES) MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
IIi I
`—
ft I 1 1 I`i I ii 1 I ♦ /�..� 1 � !!/
REVIEW OFFICER
DATE
I ! 111 LEGEND:
i
! t i ♦1�./ ! 4 ill `��.,__ ��-_'/ 11+00 STATION (IN FEET).
i I \\ I 1 fit ''-��
�� - -- CONTOUR LINE (ONE FOOT INTERVAL).
— -- INDEXING CONTOUR LINE (FIVE FOOT INTERVAL).
r S86.45'30"W
824.05' (TiE)
"'o., 82.19' fnE) MONUMENT
I NCGS
"HB-12"
t MONUMENT
1 BENCH MARK „GRIP„ ELEV.= 6.01'
TOP OF N.A.V.D. 1988
"COTTON SPIKE" N.A.VELEV..D.
5.94'
® ELEV.= 5.97' N.A.V.D. 19$8
N.A.V.D. 1988
r OULEVARD WEST
....- OCEAN 60' R/`1v HERITAGE HARBOR CANALS
SHEET 2 OF 5
PLAT OF HYDROGRAPHIC SURVEY FOR
TOWN C» HOLDEN BEACH
FIELD. SURVEY CONDUCTED JUNE 2008, USING
CONVENTIONAL INSTRUMENT SURVEY METHODS.
WITHERS &' RAVENEL -
BRUNSWICK SURVEYING
1027 SABBATH HOME RD., SW
SUPPLY, NORTH CAROLINA 28462
TEL: [phone] FAX: [phone]
WWW.WI TH ER SR AVEN EL.COM
Cary Office: Wflmington Office:
Ill MocKenan Drive 7040 Wrightsvt'Iie Ave, Suite 101.
Cary. NC 27611 Wilmfn9ton, NC 28403
tei: 919-469-3340 tel: [phone]
50 0 50 100
1 = 50'
, SCALE FEET
NOTES:
* ALL ELEVATIONS ARE BASED ON MEAN LOW WATER
AND REFERENCED TO N.A.V.D. 1988.
* TN�ALCU1 14011S�7ER RNW CALCULATED AS FOLLOWS:
VOLUME ©loos, WITHERS & RAVENEL -
HORIZONTAL SCALE: 1"= 50' BRUNSWICK SURVEYING
CANAL ONE: FROM STATION 0+20' TO STATION 11+18'= 3,123 Cu.Yd.
VERTICAL SCALE: 1"= 10' FIELD DATE: 6-09-08
CANAL TWO: FROM STATION 0+20' TO STATION 11+38'= 2,683 Cu.Yd.
VOLUME CALCULATIONS DEPICT THE AMOUNT OF TOWNSHIP: LOCKWOOD FOLLY FIELD BOOKS: 741-64
MATERIAL IDENTIFIED TO BE REMOVED IN COMPARISON CANAL THREE: FROM STATION 0+20' TO STATION 11+71'= 2,939 Cu.Yd. 744-75
OF THE EXISTING CONDITIONS OF THE JUNE 2008 FIELD
THIS SURVEY MEETS THE HORIZONTAL & VERTICAL SURVEY (EXISTING PRE—DREDGE SURFACE) AND THE CANAL ENTRANCE: FROM STATION 0+20' TO STATION 6+00'= 1,930 Cu.Yd. COUNTY: BRUNSWICK FILE: C3d_070020�m1w_08R
ACCURACIES OF THE NATIONAL MAP ACCURACIES PROPOSED POST—DREDGE DESIGN SURFACE. VOLUMES
STANDARDS, AS DEFINED FOR TOPOGRAPHIC SURVEYS, ARE LISTED IN CUBIC YARDS. LANAI FAIT-WFST FROM STATION 0+00' TO STATION 6+77'= 2,195 Cu.Yd. STATF NORTH CAROLINA JOB NO.: 070020

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CAN AL 2 4 4
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8+50 9+00
9+ 50 10+00 10+ 50 11 +00 '
WITHERS BSc RAV E ICJ E L —
BRUNSWICK SURVEYING
HERITAGE HARBOR CANALS 1027 NORTH
HOME A 2 sw
SUPPLY, NORTH CAROLINA 28462
SHEET 3 OF 5 TEL: [phone] FAX: [phone]
WWW.WI THERSRAVENEL.COM
Cary Office: Wilmington Office:
CROSS SECTION 1 11-ICAL 111 MocKenon Drive 7040 Wrightsville Ave, Suite 101.
FIELD SURVEY CONDUCTED JUNE 2008, USING Cary, NC 27511 Wilmington, NC 28403
CONVENTIONAL INSTRUMENT SURVEY METHODS. _ aWXISTING tel: [phone] tel: [phone]
PRE-DREDGE 50 0 50 100
- �. : '� SURFACE 1 -50 FEET
E Kelp Gt o zz IS A:9 SCALE
NOTE: NOTES. 3:1 SIDE SLOPE EXAMPLE
* ALL ELEVATIONS ARE BASED ON MEAN LOW WATER t 5�`°��
BROKEN CONCRETE LINING EXISTING ON TOP OF AND REFERENCED TO N.A.V.D. 1988. NORTH CAROUNA tip►`` '-^ _2
SIDEWALLS OF ALL CANALS, BUT DEPTH AND SLOPE * ____9RUNSWICK _ _ cour!TY 4 F � m
TOTAL VOLUME FOR SITE: 12,869 Cu.Yd. mr' ;� VARIABLE SIDE SLOPE
WERE NOT ABLE TO BE LOCATED DUE TO SILTING. 1, OWEN D. GIDLOW, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY �� y HStar4ireCan�iSw
VOLUME CALCULATIONS PER CANAL CALCULATED AS FOLLOWS: SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION, K r VVsl:14 aGanalSw _¢ -4
CROSS SECTION SIDE SLOPES WERE CALCULATED TO DESCRIPTION RECORDED IN SEE PLAT _, THAT THE
DAYLIGHT AT APPROXIMATE LOCATION OF TOP OF tD Doo+ SITE
CANAL ONE: FROM STATION 0 i 20' TO STATION 11+1$'= 3,123 Cu.Yd. ERROR of CLOSURE A5 CALCULATED BY COMPUTER IS t/ __�_ _, sY,e_. 6 008, -
THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES, "� Jnlxta7�aFcn - RUNSWICK SURVEYING
CONCRETE. _ 4
HORIZONTAL SCALE 1"=50'
pIrOTTED FROM INFORMATION REFERENCED, THAT THIS PLAT WAS
IT
4ttensboroSL Wgtt_PolntSt
Rai a
CANAL TWO: FROM STATION 0+20' TO STATION 11+38= 2,683 Cu.Yd. FREPARED 1N P6i1CORQANCE 47-30 AS AMENDED. WITNESS L7 �n T r 40 0 0 VERTICAL SCALE: 1 =10' FIELD DATE: 6-09-OS
VOLUME CALCULATIONS DEPICT THE AMOUNT OF MY ORIGINAL i>�pNA RE, R STRATION NUMBER AND SEAL THIS v_ °' u� s PROPOSED
CANAL THREE: FROM STATION 0+20' TO STATION 11+71'= 2,939 Cu.Yd. __?stn A.: OF , G.S.��NE �_, A.D., 20 oe____ . =_ t,= $ srunswl�k Ave 1 + 50 _
MATERIAL IDENTIFIED i in
TO BE REMOVED IN COMPARISON cef , POST DREDGE TOWNSHIP: LOCKWOOD FOLLY FIELD BOOKS: 741-64
c ; _ -
OF THE EXISTING CONDITIONS OF THE JUKE 2008 FIELD �fl� '
THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY 744 5
N D.DOCUMENT
LIGINAL ON 25 JUNE 2008. THIS SURVEY MEETS THE HORIZONTAL & VERTICAL SURVEY (EXISTING PRE-DREDGE SURFACE) AND THE CANAL ENTRANCE: FROM STATION 0+20' TO STATION 6+00'= 1,930 Cu.Yd. ,-- -==--=
`OWEN D. clDLow, P�.L.s. �� v Oceal�6w.d-•. 40 00 DESIGN COUNTY: BRUN5WICK FILE: C3d_070020_miw_0$R
OWE ,
THE ELECTRONIC DRAWING MEDIA SHOULD NOT BE ACCURACIES OF THE NATIONAL MAP ACCURACIES PROPOSED POST-DREDGE DESIGN SURFACE. VOLUMES REGISTRATION NUMBER L-4356 --
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FBRUNSWICK
THERS & RAVENEL SURVEYING
HERITAGE HARBOR CANALS1027 sAORATH HOMEA 246SUPPLY, NORTH CAROLINA 28462
SHEET 4 OF 5 : 910-842-9392 FAX: [phone]
WWW.WI THERSRAVENEL.CCM
Cary Office: Wilmington Office:
CROSS SECTION (TYPICAL) 111 MacKenan Drive 7040 Wrightsville Ave, Suite 101.
FIELD SURVEY CONDUCTED JUNE 2008, USING Cary, NC 7 Wilmington, 28403
CONVENTIONAL INSTRUMENT SURVEY METHODS. �4M„ EXISTING tel: [phone] tei: 910-256-9277
PRE—DREDGE
0 50 100
.�
SURFACE 1"=50' FEET
r � a,, � _,,�'� ;w SCALE
E Kelp GI V) a I'm ,o
n p s 0 • A1�W
y�1 0�• m f N 1 w'W 1
NOTE: NOTES: m o ? a'_ "'�.N 'n 3:1 SIDE SLOPE EXAMPLE
* ALL ELEVATIONS ARE BASED ON MEAN LOW WATER "�� �' N �'
AND REFERENCED TO N.A.V.D. 1988. NORTH CAROLINA an` 2
BROKEN CONCRETE LINING EXISTING ON TOP OF BRUNSWICK �_ COUNTY 9 .•..
BUT DEPTH AND SLOPE * TOTAL VOLUME FOR SITE: 12,869 Cu.Yd. m 4 `� �� ESsaiRnrCanal sw VARIABLE SIDE SLOPE
SIDEWALLS OF ALL CANALS, 1, OWEN 0. GIDLOW, CERTIFY THAT THIS PLAT WAS PRAWN UNDER MY OW 7• y
WERE NOT ABLE TO BE LOCATED DUE TO SILTING. v oar s�, Q
VOLUME CALCULATIONS PER CANAL CALCULATED AS FOLLOWS: SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION, N wSanCan6L$w _4 —4
DESCRIPTION RECORDED IN __ SEE PLAT _ _, THAT THE �� _
GROSS SECTION SIDE SLOPES WERE CALCULATED TO ERROR OF CLOSURE AS CALCULATED BY COMPUTER IS t/ �o.00a+ :SITE = ORIZONTASCALE: -5 '
©2008 WITHERS & RAVENEL
DAYLIGHT AT APPROXIMATE LOCATION OF TOP OF CANAL ONE: FROM STATION 0+20' TO STATION 11+18'= 3,123 Cu.Yd. THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES, - tnero�wacal1!idcct+ ..,_, 6
HORIZONTAL 1"— 0' BRUNSWICK SURVEYING
CONCRETE. _6 —
PLOTTED FROM INFORMATION REFERENCED, THAT THIS PLAT WAS
C,leen�+b�o S t wga+Raint st �. . 40 0 40
CANAL TWO: FROM STATION 0+20' TO STATION 11+38'= 2,683 Cu.Yd. PREPARED IN ACCOR1 .DANCE WITH G.S. 47-30 AS AMENDED. WITNESS N VERTICAL SCALE: 1"=10' FIELD DATE: 6-09-08
�.
ORIGINAL N RE REGISTRATION NUMBER AND SEAL THIS a y b 6rip�fyllck pae PROPOSED
JUNE—_____—, A.D., 20De ,-, �- Q. �• 1 + 5 RED TOWNSHIP: LOCKWOOD FOLLY FIELD BOOKS: 7�4
VOLUME CALCULA710NS DEPICT THE AMOUNT OF CANAL THREE: FROM STATION 0+20' TO STATION 11+71'= 2,939 Cu.Yd. stt,.-- Y ' a� y _m 0 1-75
�J�'ter+ (f
MATERIAL IDENTIFIED TO BE REMOVED IN COMPARISON x '$' COUNTY: RU 020 !w OSR
POST-DREDGE 4-75
--� �� � _ ,; uu . _ _ • 40.00-4 DESIGN
OF THE EXISTING CONDITIONS OF THE JUNE 2008 FIELD CANAL ENTRANCE: FROM STATION 0+20' TO STATION 6+00'= 1,930 Cu.Yd. � .N
OWEN D. GIDLOVd, FL.S. v �gea.'r 6wd..' " COU : B NSWICK FILE: C3d-070 _m
THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY THIS SURVEY MEETS THE HORIZONTAL & VERTICAL SURVEY (EXISTING PRE-DREDGE SURFACE) AND THE REGISTRATION NUMBER L-43ss
OWEN D. GIDLOW, L-4356, ON 25 JUNE 2008. PROPOSED POST-DREDGE DESIGN SURFACE. VOLUMES CANAL EAST-WEST: FROM STATION 0+00' TO STATION 6+77'= 2,195 Cu.Yd. SEAL OR STAMP VICINITY MAP VERTICAL DATUM:
_, __ . ....._ ,.__•. ,,,..,.., � .,�Y �� AC`('IIRACIF'S OF THE NATIONAL MAP ACCURACIES __ _,._,,, •,•�,,,, co�oBay nnFaN 1 nw WATER STATE: NORTH CAROLINA - JOB NO.: 070020

map
spoil area