20071357 Ver 1_Site Plan_20070807

1
i
s HORNS CREEK
EVANS W . A . I . i PHASE 2 DREDGE SITE AREA No. 3, 3B, 3C
REDLICH t j
HAAS J. SKINNER ~ v
WOLFE/ SCARBOROUGH UGH ~ i PROPOSED CHANNEL H i.-ia• ~ ~ HORNS CREEK ~ MAIN CHANNEL y ~~u.~; i••5~
MEAKIN PENNINGTON V~ 30 X -d BOX CUT
/ ~ ~
CAROTHERS 8 9 °o + H ~ ~C~ 4.14 MIEAN HIGH WATER 4.14 i
~S o MAp' RSH ~ 0
CAVANAUGH HAAS K. p ~ f ,~i e~ ~ GGj 1, 6 2 AVERAGE MARSH GRABS ELEV . 2 1.6
i ~o ~ ~O O m ~ ~
m< + + o p ~ FUTURE DOCK °7 8 ~
sx ° ~ / 1 W o ~ J 1
cs c~ ds ~ ~x~~o G P~~ -2 -2
s~ ~ ~ y ~~`.................r ~.7
X o 0 8 ~y? ~ .V D• 5
o ~ o ~ ° c r ~ o 0 o.~g o ~ ~ I FUTURE DOCKS ~ ~ ~ o~ 0 9 _~~~_.~-0.~---~ ~ µpIN o. _ s _i.
FUTURE DOCK ASS ~ ti ~ o ter' o.e o.z ~ s .p,6 -i.~ 'p' ! -0+ 15 0+00 0+ 15 _6
'f .i.9 -!.B .l.9 i:~
/ o. a ~ ~ $ Oxo ~ 0.9 p.!
i a' ~ -s~
O, ~ o. s + .o. s ~ s '~~t PROPOSED CHANNEL M sc~~: i• io• 'j HORNE25REXK-4'SBOX CUT~ELS v eC~t~: s•-e'
o•e o.~ o.s -0 ~ -s.s g ~ a.9 . s .c• ~ 1
. 2` 3 °'9 0.~ ~ ~ . ~ ~ 4.14 MEAN HIGH WATER 4.14
i/ ~ q ~j- B p r"""• ~ ° ~ ~y ~qSS l ~ ~ N
A~A~ o :i
~ o 2 2 ~ W 1, 6 AVERAGE MARSH GRASS ELEY . 1.6
/ ~ ~.e -o•~ 9 _p.6 ~ ~ -
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1 0.6 ~ Q ~ ~ ~ jx ~ }a M,q~gS~iy G~4SS ~ Cl~ f L• _s. _ WEST
~ -e ~
's ~~?~11 00 ~y /
C ' ~ 15+q5' 34 `I ~ry a a~. ~ _4 -4
~ DOMBROSK I 1 ~ -0+15 0+00 0+15
P ""1 ~ i
HOWE BATCHELOR PARKER] 1x~ ~ ~ SCHWARZMEIER LONG ~ ~ ATTOE t
MITCHELL s oo y l ! y
FAULK
SCALE 1"s50'
D ON
~ 0 25 50 100 150
HORNE CREEK EXTENSION
TYER ~0 HAMPSTEAD
NPNp~I
o°
FUTURE DOCK ~x~^ LUCAS
o° ,,a;~~..~ y:
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i CRENSHAW VICINITY MAP
RICE PARKER c VV ~ ~ NOT TO SCALE
y ti y ~ m
O ~ Qty / °fa ofa
~ ~ ~ o~ ~ ~ yx O O p ~ / 'pf p`'~ t ~ N O mss, d~ pay V~
~ t..M 1.
~y ~ ~ y'~r~ ~~~l~o `~~~V~
r~ ti~ A,9 ~ y GAgSS ~ / ~s S~
` ` THE APPROXIMATE MLW LINE ~p b ~ I ~ MaRSH amass, ~s
r IN THIS AREA IS THE MARSH 0}~ / •~a
~ QQ ~ fib' e / 5
FiORNE CRE'A'K" Q ~
/ ~ mw o / ~P MA19,~y PROPOSED CHAI~VEL ~4SS HORNS CREEK EXTENSION y s•-~o•
~ y c ~h~ca~ o.~s coo 004 4~/ 25' X -4' BOX CUT '"6~ SITE
/ ~.y~P
4.14 MEAN HIGH WATER 4.14 4.14
z
9°~ 1.6 2 AVERAGE MARSH GRASS ELEV. 2 1.6 21.6
w STA 3±0 O
0
-2 -2 -2 ~ b~ <<
-4 -4 -4 "9~
O'DONNELL F~
-0+15 0+00 0+15 H~r+d+"'y~~a~vyol~a+r J~~
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WRIGHT SCALE 1"=50'
O~aa~a~~l ~ ~
0 25 50 100 150
~i
PENDE COUNTY, NORTH CAROLINA
TODD DEEP WATER BRANCH
,f PHASE 2 DREDGE SITE AREA No. 1
EVANS o l 5
o
'o ~ o j PROP05E0 CHANNEL H sc~.E: i•-io' DEEP WATER BflANCH v sC~E: ~'-6' '•SO' .b.
25 ' X -4 ' BOX Ct1T
~ d
0 ° i o ~ ~ '~09~, 4.14 MEAN HIGH WATER 4.14 1.14 4 _ ~ (4.f4')
SMITH y
0 tip, 1, 6 2 AVERAGE MARSH GRASS ELEV . ~ ~ , 6 ~f.6
o .te'a' ~ ~ ~ ~v~ ~A~' A~ o. s -o. e G,9~,
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~~H GRASS 0.1 0. B -0.9 - D ' WATER BRANCH
Qo~w.. ~ 0~9oeeo0.~1 -6 i ~~o. e~ . O+pp CEP WATE 9 ~r~
-0. ~$,,SL--'~'~-~~•- ~ -s.g oti p, wATEA'S ED ........a a e~ ~ R ~ ~ CHq ~ 'Q -4 '4 _ NAV088 (2.42'
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1
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MOSSMAN
~ ~ / ~ ~ ' SCALE 1 °X50 ' ELEVATION INFORMATION FOR NQAA TIDAL
/ -1 BEACH.~N~ORTH CAA~IN~AAT4983N200~GHTSVILLE
0 25 50 100 150 ~EtVED
VERTICAL DATUM RELATIONSHIPS DCM W~~~~~~~'TnN. NC
RELATIVE TO MLW (MEAN LOW WATER} ,~UL 2 6 `L001
NOTES: APPROXIMA 1. THE MEAN LON1 WATER {MLW) LINE SHOWN HEREON IS APPROXIMATE APPROXIMA AND IS SUBJECT TO CHANGE OVER TIME.
ROXIMATE MEAN lOW WATER AREAS TO BE DF~DGED
ROXIMATE NtARSH GRASS LINE ~ DATE:
REVISION: INT.: ~ ~ Ott tom( SIDE CHAI~LS TO 25' MIDTH TJC • OFD EXTENSi01d CFU1MEl. TO 25' NIDTH TJC ~ ~ 0 ~ M ~ I M~CREED
2. THE MARSH GRASS LI SHOWN HEREON IS THE APPROXIMATE LINE ? 0~ AT THE TIME OF THE~URVEY AND IS SUBJECT TO CHANGE OVfR TIME. ~~~~~,,,~„CA~ ~~t~j~~ ~ PROJECT ~M 04310-0001 ~ O HONNE CI9FEK ~ DEEP WATER BRANCH
9. NO OREOGIN6 OR ESCAVATION IS TO BE UNDERTAKEN WITHIN 40 FEET DATUM NOTES: THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE 04/05/07 (~i111~ ii0~ tom( o y EXISTING ~ONDI TIONS HYOADGI9APHIC SURVEY PROS . SVYR : T,,c
OF THE MARSH GRASS LINE AT THE TIME OF THE DREDGING EVENT. SOUNDINGS ARE EXPRESS THE PROPOSED CHANd~EL ALIGHNMENT AND WIDTH ARE SUBJECT TO RESULT OF SURVEYS MADE ON THE DATE INDICATED AND CAN 04/05/07 CHANT HOF~IE EXT (PRESSED IN FEET AND TENTHS AND ONLY BE CONSIDEREI! AS INDICATING THE GENERAL CONDITIONS 04/05/07 ADp MAFiS1i 6RA3S H 6RA3S FlEVATIaNS TJC 9 Y DECEMBER 7, 2005 o~AwN eY : Tic FIELD BK.
CHANGE DEPENDING bN THE MARSH GRASS LOCATION AT TIC TIME OF REFER TO LOCAL MLW (M THE PROJECT. PROJECT SURVEYED YiITH ~LW (MEAN LOW WATER) EXISTING AT THAT TIME. BECAUSE THESE CONDITIONS ApE S COMP. FILE VH101X43100001
YiITH McKIM & CREED SURVEY VESSEL 04/05/07 1~pIFY CHAMP. A SUBJECT TO RADIO CHANGE DUE TO SHOALING EVENTS, A 243 NORTH FRONT STREET ~ HAM~EI. ALiti~ENT ULL CWIM~LS) TIC WILMINGTON, NORTH CAROi.INA 28401 prepared for':
4. NO DREDGING OR ESCAVATION IS TO 8E UNaERTAKEN IN AREAS THAT "HYDRO PHILLIE". USIN AflE ALREADY AT OR BE~ON -4 FEET MEAN LOW WATER AT TiiE TIME USING OGPS FOR HORIZONTAL POSITIONING. p~pEN7 MARINER SHOULD NOT RELY EXCLUSIVELY ON THE ,,,~''o~ ~ MiII Creek Waterway Restoration, Inc.
OF THE DROGING EVENT. ANQ 200 iCHZ SOUNDING JDING EQUIPMENT. HORIZONTAL DATUM NAD 1983. INFORMATION PROVIDED HERE. E910) 343-1048 ~ INTERNET SITE http://www.mekimcreed.com °o.,, J. G~.~~` Hampstead, NC 28443
ri~u~~~~u~~ SHEET 1 OF 5
DATE " DATf~" x'05- ~~j APRIL 26, 2007

~0 HAMPSTEAD
VICINITY MAP
NOT TQ SCALE
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~ PENDER COUNTY, N(JRTH CARQLIN
1
~ ~ r~~

j
j r PROPQSED CHANNEL x s~.E: s •=so' MII.t CREEK INLET v t•~~
~ 30' X -4' BOX CUT
~ ~ J \
~ \ 4. 14 MEkN HIGH WATEFl 4.14
~~d 9~ F~ "'9
/ ~ ~ ~o~~ 1.6 2 AVERAiE MARSH GRASS ELEV ~ ~ 2 1.6
0 0
1 ~~9
~ q Tti ~9F~ -2 -2
~ . ~ tip,
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~

ti-~ -0+15 0+00 0+15
ti~
~

-~~c CHANNEL ALIGNMENT
~ STAl10N NORTH EAST
~ ~ BEARING DIST.
O+Q0.00 217159.1691 2391183.8963
` S38 35'52"E 163.19ft 1+63.19 217031.6278 2391285.7031
~ ~ 0+00 ENTRANCE CHANNEL s~ S44 47'38"E 30.23ft
t =0+00 LONG POINT ESTATES j ~ =34+41.36 MAIN CHANNEL 1+93.43 217010.1723 2391307.0049
S32 58'34"f 107.73ft
Y~ ~ ~ '~o ~ o ~ 2~~h 0 3+01.15 216918.8003 2391365.6394
j 2. P ~t~ -0.7 -4. I Q -O.6 G5 ; 2.0 -0.8 -0.5 -O.8 ,,~o`'~ S38 38'34"E 205.69ft
i -P.9 ~i,.9~ -0.7 -0.6 -d.7 P. 7 -S. I -!P. 6 ?z 5+06.84 216759.1458 2391494.0844 D ~ ~ ~ nn
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LEGEND O _ MLN (0
~ EXIS?1NG PVC MARKER NQTES: MLLW E-0.15)
MEAN LOW WATER 1. THE MEAN LOW WATER~M AND IS SIiBJECT TO A - MARSH GRASS LINE 2 1HE MARSH GRASS UNE S U DOCK AT TMIE TIME OF THE SUR 3. NO DREDGING ~t ESCAVA OF THE MARSIi GRASS U THE PROPOSED CHANNEI CHANGE DEPENDING ON T THE PROJECT. ~TER~ML1Rl~ UNE S'~IOWN HEREON ES APPROXIMATE
f0 ANGE OVER TIME.
UNE SHOWN HEREON IS THE APPROXIMATE UNE ELEVATYON INFORFIATIQN FOR NOAA TIOAL
NE SURVEY AND IS SUB~CT TO (~IANGE OVER TIME. STATION 665-8163 LOCATED IN WRIGHTSVTLLE
'SCAVATION IS TO BE UNDERTAKEN WITHIN 10 FEET - 1 BEACH. NORTH CAROLINA ,1983-2001 EPOCH
tASS UNE AT THE TIME OF THE DREDgNG EVENT. tANNEI AUGHNMENT AND WIDTH ARE SUBJECT TO VERTICAL DATUM RELATIONSHIPS
G ON THE MARSH GRASS LOCA'tl~i AT THE ?1ME OF RELATIVE TO NFLW (MEAN LOW WATER)
4. NO DREDGING ~t ESCAVA ARE ALREADY AT OR BEl OF THE OROgMG EVENT. :SCAVATION IS TO BE UNDERTAKEN iN AREAS THAT OR BELOW -4 FEET MEAN LOW WATER AT THE 'i1ME
.VENT. - REVISION: INT.: . > C ~ ',;ts-
DATE:
TIDE GAGS LOCATED AT: OBCN #l03. C•q~~~~i ";:t PRO.IEC7 ~ 04310-0002
X (FASTING) Y (N~ITHING) LAT. LON. LTB#103 2390176 213287 34.32904 77.70767 NOTES: Tt~ INFORMATION DEPICTED ON THIS MAP REPRESENTS TI# ~ MILL CREEK ENTRANCE CHANNEL
RESULT OF SURVEYS MADE ON TIC DATE INDICATED AND CAN ~~M KIM~C REED ~~o' ' ~ AFTEi~ 019EDfE SURVEY . svYR : TJC
SOUI~INGS ARE EXPRESS FaEFER TD LOCAL MLW (ME ;PRESSED IN FEET AND TENTHS AND ONLY BE CQtV~SIOERED AS iNDICATII~ TIC GEt~RAL CONDITIONS ,f:: T r v ~ ' ` AUGUST 8. 2006 oAaw~r sr : T,~c EA F- FIELD BK . Y
SCALE 1 "=50 ~ PRO.~CT SURVEYED WITH ILW (MEAN LOM WATERI EXISTING AT THAT TI1+~. BECAUSE THESE CONDITIONS Aim 243 NORTH FRONT STREET y ~ WILMINGTON, NORTH CAROLINA 28401 ~ Q : ~ prepared for: corms . FILE : VH 10 i 0431000Q2
WITH McKIM & CF~EED SURVEY VESSEL SUBJECT TD RAPID CHANGE DUE TO SHOALING EVENTS. A Mf 1.1 creek Inlet Dredging Project Inc.
"HYDRO PHILLIE", USING D 25 50 100 150 ANO 200 KHZ SOUNDING E USING DGPS FOR HORIZONTAL PQSITIONING. PRUDENT MIARINER SHOULD NOT RELY EXCLl1SIVELY ON THE [phone] J`J~~j .;~a. .......•~yy0~~~° _ , 41 i Hughes Rd.
IDING EQUIPMENT. HORYZONTAL DATUM NAD 1983. Ii~iFORMATION PROVIDED HERE. ~z~ `''j~ ,~,«~~~P"~~ ` Hampstea0, NC 28443
INTERNET SITE http: /1www.r~ckimcreed.com - SHEET 2 OF 5 APRIL 2fi, 2007
DAT

1
WATEF~ ~ S EDGE C~IANNEL PHASE 2 DREDGE SITE AREA No. 2
1
PROPOSED CHANNEL h 4--so'
1 WATER'S EDGE - CHANNEL y gp~E;
30' X -4' BOX CUT
i 4. 14 MEAN HIGH WATER 4. 14
1
~ , 6 2 AVERAGE MARSH GRASS ELEV. 2 g , 6
1
0 Q
i
w _q _4
I
~ ~ I -0+15 0+00 0+15
P~N~~ NORTH REF.: NC GRID (NAD83) ~0 HAMPSTEAD
4 5 ~
hNiMl (4.14 } ~P~ > ~OG~ OPPNGN WATER'S EDGE EDGE AT DEERFIELD
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MLLW (-0.15) oo° ~ i
i~
~f MARSH GAASS ~ / so•~~>o~ ~
ELEVATION INFORMATION FOR NOAA TIDAL ~ ~~~05 1 / - ~
STATION 865-8163 LOCATED Ild WRIGHTSVILLE - 1 BEACH.NORTN CAROLINA .1983-2001 EPOCN J o ~ ~Z, ~
VERTICAL DATUM RELATIONSHIPS ~ BRINKHOUS o - /
RELATIVE TO MLW MEAN LOW WATER) v ~ << / /
LYNCH v•
.rt \ ~ . N.n ~
V~ ~ N•~ U / /
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SCALE 1"=50' O ~ ` `
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i Z ~ ` ~ o ~
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~rN~i N.o~o~ ~ sip s PENDER COUNTY, NORTH CAROLINA
SCOTT
Q
0
LOT 100 (WAI) ~o =
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i ` '~~l~ MARSH GRASS
z~ ~ ~
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V V J 9x~ ~ ONG , ~ PROPOSED CHANNEL H J~ ~ 1 M~~~~ ,pO~~ / ~ CIRCLES DRIVE ~ g 25 X-4 BOX CUT
V SC~A~~ l•~6 ! ~ I `~G C~ / ! j ~ Q~~
1 ~ ~
tiZ Q < C9~ T FS ~ 4.14 MEAN HIGH WATER 4.14 ~(4N ~ ` ~ ' , ~~c
t' ~ Mgl~9q TgTc~S ti ~
C N CAS; ~ 1.6 2 AVERAGE MARSH GFlASS ELEV.
_ 21.6 ~Q ;i ;i
NOTES: 0 0
1. THE MEAN LON MATER (ML,FI) LINE SH sly IS SUBJECT TO CHANGE OVER TI PROPOSED CHANNEL 2. THE MARSH BRASS LINE 8HOWN HERE01 LONG POINT ESTATES ~ ~ l•:s: ~ AT THE TII~ OF THE SURVEY AND IS
[NE SHOWN HEREON iS APPROXIMATE D FLOATING DOCK L 0 N G P O I N T /ER TIME. APPROXIMATE MEAN LOW WATER JT ESTATES CANAL _2 STA2+oo -2 CIRCLE DRIVE CHANNEL
PHASE 2 DREDG HEREON IS THE APPROXIMATE LIt~ APPROXIMATE M1~1RSH GRASS LINE SEDGE SITE AREA No. 7 PHASE 2 DREDGE SITE AREA No. 5
IND IS SUBJECT TO CHANGE OVER TIME. -4 _q
25 X -4 BOX CUT 3. NO DREDGIt~ OR ESCAVATION I3 TO 4.14 MEAN HIGH WATER OF THE MARSH GRASS LINE AT THE T 4.14 THE PROPOSED CHAAgdEL ALIGHNMENT CHANGE DEPENDING ON THE MAflSH GR THE PROJECT. [3 TO BE UNDERTAKEN 1VITHIN 10 FEET SCALE 1"=50'
THE TIME OF THE OREDGIN~i EVENT. JMENT AND WIDTH ARE 8UBJECT TO -0+15 0+00 0+15 0+15
iSH GRASS LOCATION AT THE TIA~ OF AREAS TO 8E DREDGED
0 25 50 100 150
1.6 2 AVERAGE MARSH GRASS EIfY. 2 g,s 4. NO DREQGING OR fSCAVATION IS TO ARE ALREADY AT OR BELOW -4 FEET p 0 OF THE DROGIN6 EVENT. [S TO BE UNOERtAKEN iN AflEAS THAT GATE: - FEET MEAN LOW WATER AT THE TIME
REVISION: INT. • .`1, ~~~~~+~~"'""~~a~,,, WATER ' S EDGE -CIRCLE ORI VE CHANNEL pAOJECT ~f : 04310-0003
THE INFORMATION DEPICTED ON PHIS MAP REPRESENTS THE 04/05/07 CHANGE CIRCLE OR RESULT OF SURVEYS MADE ~1 THE DATE INDICATED AND CAN 04/05/07 A0~ NARSFI (#iASS E ONLY BE CONSIDERED AS INDICATING THE GENERAL C~IDITIONS 04/05/07 MODIFY piA1~EL ALI CLE OR 6 LONG POINT ESTATES CHAMQS TO ~ iQ~OCIi ~ ~ : 4~.*~~ vM KIM. . ,.*`~~p~~ q,Q''~•, ~ 6 LONE P0~'NT ESTATES CANAL PA
-2 S~T~A 3+00 -2 LASS ELEVATIONS TJC ~ C ~ EED EXISTING CONDITIONS HYDR4GRAPHIC SURVEY SAWN 8Y : T,,c
DATUM NOTES: _ ~ MAY 17, 2ODE? FIELO BK. .
SOUNOiNGS ARE EXPRESSED IN FEET AND .T AND TENTHS ANO EXISTING AT THAT TIMIE. BECAU~ THESE CONDITIONS AHE I~lEL ALIBMIENT TALL CFtAMlE1.S) TJC f ~ ~J:
_4 ~ -4 REFER TO LOCAL MLW (MEAN LOW wATEfl~ ~VATEfl~ SUBJECT TO RAPID CHANGE DUE TO SHOALING EVENTS. A 243 NORTH FRONT STREET ~ ~ s~ , L ~ ~ prepare4 for: COMP. FILE : VH101JJ43100003
PROJECT SURVEYED WITH McKIM & CREED CREED SURVEY VESSEL PRUDENt MARINER SHQIN.D ITT RELY EXCLUSIVELY ON THE WILMINGTON. NQRTH CAROLINA 28401 [phone] ~t Mill Creek l~aterway Restvrat~on Inc.
-0+15 0+00 0+15 "HYDRO PHILLIf". USING OGPS FOR HOR AMD 200 KH2 SOUNDING EQUIPMENT. HQR 3R HORIZONTAL POSITIONING. INFORMATION PROVIDED HEM. ,ftf INTERNET SITE http: //www.mckimcreed.com OATEx~`
f. HQRIZONTAL DATUM NAD 1983. ''f•,, . CA ~.o` Hasps teed. NC 28443 SHEET 3 OF trrnm~~t`~~ 5
~ATE~N"~`~ ~ - -OS -o APRIL 26. 2007

r- .4~ i BATTERY LANE INLET
t PHASE 2 DREDGE SITE AREA No. 9A
~v KNrEAIM l 1 ~ ~ i
n ~~o PEAKINS 1 i
7 O~i~ita in~~ p i? ~,4' b 0 Z g 1 s . ~
~ %ry ~o tia~:' ~0 PROPOSED GHANNEI
~p ~px ' ° 1']+00 BATTERY LANE II~IET ~ ~~j,E i::~o' ~ 25' X-4' BOX CUT
~C! ~ 1 Y ' ~ ~ 1
Qti i ~ i 4.14 MEAN HIGH MIATER 4.14 a
C~~M ~ ~
~ o~e.o
w~; DO ~T~ ~2~22 1.6 2 AVERAGE MARSH GRASS ELEV . 2 1, 6
x ~ ti~ t l It ' a, ' i ~ 0 0
LAVO GRISSHOLM y~/ r p~ ~0 ~ ~ ~ TRUSTEE
JENKINS ~ o EVANS p, P p Q -2 -2
C'Sq 1 i~ ty C i -~00 o U
VAN E~F~'EN 0 0 0 O o O O o Oj2~ ~ 18; ~ _q _q
s • ~o t+t) ~ Q t~ N ~ e-+ 0.~ m ~ /S.Z
x ~9 e~~ tiz 9Fc~ r~~GG rn tin KELLY ~ ~ ~ 0
9~c~ ~ ~
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~ ~ x~~ REG~~ o e~~~PO o. a -o~p~~• o a ~ ~ t~
.8 .y S 2. a ~
A~ A ~'O
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s 1
F9 y`~, 0.0 -0.6 ~ 0 25 50 100 150 ~ ~
o o.~, r s ` ~~K~o ~
ti~ SH GRASS ~ _ BATTERY LAN
~ y,. ~ '~d' P i
- -o.Q INLET
r o.~ -o.~ i
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qs~, ~o. ~0. .r+o• W 1.8 y OQ ~ \ o
s. ~ i o°~`O Zp~
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m MAa~IN EP~~v~~ !.e rops o~ G p,~~ ro• ~
O~~ ~~y~qs~ ~ s ~ i 3
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m 4 .6 ~ P B ~9 ~bbg~,.~ Z
m FUTURE DOCK t Q _ NAVD88 (2.42 '
a .t 'so.~ 1 r ~ Z
e 1•s o.~ i_3 O__e .e.o r i ~ 2
M a s: e o a Of
c~ r.9 0. a s.eo 9 1 1 \ ' b~~v
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u:
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t. ~ !.6 ' S ~ ~ m m ~ ~ ~ O _ MLW (0'}
t, p O 1, ~ , _ MLLW (-0.15)
p ~ t ~i'
/ i.e ELEVATION INFORMATION FOR NOAA TIDAL STATION 865-8163 LOCATED IN WRIGHTSVILLE
- 1 BEACH. NORTH CAROLINA .1983-2001 EPOCH
VERTICAL DATUM RELATIONSHIPS RELATIVE TO MLW (MEAN LOW WATER)
I NpA I
~~ATti ~~F GRADY SCOTT CANAL
s 9l O ~Nq PHASE 2 DREDGE SITE AREA No. 8
I
~~l
1
A Q~~~ ~ko
N 0 0 0 0 0` MILL CREEK MAIN CHANNEL r !.3
(p ~ O O O p o + o v i i can ~ ~ PHASE 2 DREDGE SITE AREA No . 6A ~"Sp j''• i.s/ ~ l.8~ r !.'S
m m ~
`Q g ~ ~ ~ i. i 9 ~ PROPOSED CHANNEL ~ MILL CREEK MAIN CHANNEL v i"~ ~ r ~ PROPOSED CHANNEL
J GRADY SCOTT CANAL ~ 1~:g%~ 2.6 25' X -4' BOX CUT
i ; MIL ~-0 8 ° ~ i 6' a MILL CREEK MAIN CHANNEL oo i a.e 'i9~ ~ o 30' X -4' 80X CUT ~
~p,i 0•~ i•~ ~j~ ~,6 4.! ~V ~ r 4.14 MEAN HIGH WATER 4.14
z Q ~ g ~ ~ ~~A ~ 4. 14 MEAN HIGH WATER 4. 14 ~'°a
.Q~ 3--~----~- .i~ 6 rn° m 0•~g .p' g '0•~ i v .0.8 ~ 2 ---------II.a-- ~ 1.6 2 AVERAGE MARSH GRASS ELEV . 2 1.6 y
i' 8 ~ p Cp?' ~ 6 ~i ~'Sd i~ o ~m 1.6 2 AVERAGE MARSH GRASS ELEV. 2 ~ ~v °D 1.6
8 -Z• '~.g ~g ~b9 2g •0.1 ~ ~p•8 '4 ~ ~2.8 '~'i - ,9 ~ .28 X3.0 Z 'vo 0 0 a
ti ~ i.~ w 0 ~ pI 2+03.26
-4• W ..A~i •A. i 'A.2 ,A $ S STA 2+50 _2
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0 ~ ` ~I V
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`1 ~ AA j ~ 4 ~ o , 00 ~ i`: ~ 1.3 I
~ O. 9 ~ p.9 ry ~ p.6 ~ w DWELL ~ss~ ~ ~ i~ % ~ i ~ ~0 G94~` ~
1~~ ! j ~~9 ` ai ~ p.B 6 H ~ ~ / ss
~ ~1 .085 j I~ } p7 ` ~ NARSH GRA~~i
w~ ; ~ MYERS ~~2. ~ ~ i ~
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. 3. ~ ~ ~ SCALE 1"=50'
ro r ~ ~ I
W za''~ ~ ~ J ~ApSg W~c~~ y~~ i i ~ 0 25 54 100 150 ~gRSH SS ~ a ~ ~ LONG PDI'NT ESTATES o 25 50 100 150
~ i ~
~ V ~ o r ' ; ~ p~
N ~ ~ 1 I,U
\ ; ~ `~l ~ ~
l; _ , ~ ~ 9 ~ HARSH GAASS /
m ~ REVISION: INT.: ~ ~
~ ~
NQTES: AREAS TO 8E DREDGED
1. THE MIEAN LOW WATER (biLW) LINE SHOWN HEREON IS APPROXIMATE D DOCK
AND IS SUBJECT TO CHANGE OVER TIME. APPROXIMATE XIMATE MEAN LOW MlA7ER QATE: MILL CAEEK MAIN CHANNEL
2. THE MARSH GRASS LINE SHOM~I HEREAN IS THE APPROXIMATE LINE APPROXIMATE XIMATE MARSH GRASS LINE THE INFORMATION DEPiCTEO ~1 THIS MAP REPRESENTS THE PROJECT # : 04310-0004
At THE TIh~ OF THE SURVEY ANO IS SUBJECT TO CHANGE OVER TIt~. v r ~ ~ ~o ~~.~~~``~~H~Cq''''~., _ - GRADY SCO~'T CANAL p ••••,,,,,9 '`Y, ~ BATTERY L~4NE INLET Pp~J. SVYR : TJC
3. NO DREDGING OR ESCAYATION IS TO BE UNDERTAKEN WITHIN 10 FEET DATI~+i NOTES: RESULT OF SURVEYS MADE ON THE DATE II~ICATfD ANO CAN ~M K I M~~REED 243 NORTH FRONT STREET T..- tip` j ~~«A DRAWN BY : TJC EXISTING CONDITIONS HYDROGI9APHIC SURVEY
OF THE MARSH GRASS LINE AT THE TIt~ OF THE ~IEDGING EVENT. SOUNDINGS ARE~EXPRES8E0 THE PROPOSED CHANNEL ALIGHNM~NT IlNO WIDTH ARE SUBJECT TO RES8E0 IN FEET A1~? TENTHS ANO ONLY BE CONSIOERED'A8 INDICATING TF~ GENERAL CONDITIONS ~ _ ~ p MA19CH 5, 2007 FIELD 8K.
CHANGE DEPENDING OPi THE MARSH GRASS LOCATION AT THE TIME OF REFER Td L~AL MLW (MEA THE PROJECT. PROJECT SURVEYED WITH M 4. NO f~tED6ING OR ESCAVATION IS TO 8E UI~ERTAKEN IN AREAS THAT "HYDRO PHILLIE", USING ARE ALREADY AT OA BELOI~ -4 FEET MEAN I.OIV WATER AT THE TIME W (MEAN LOW WATER) EXISTING AT THAT T~MIE. BECAUSE THESE CONDITIONS ARE COMP. FILE VH101 043104004 T- L
WITH McKIM & CREED SURVEY VESSEL SUBJECT TO RAPID CHAN(~ DUE TO SHOALING EVENTS. A WILMiNGTQN, NORTH CAROLINA 28441 ~ ' a
USING DGPS FOR HORIZONTAL POSITIONING. PRUDENT MARINER SHOlILO NOT RELY EXCLUSIVELY ON TF1E [phone] ~ INTERNET SITE http: //www . mck imcreed . com ~ `~-~`f`f~`` DATE 4 R~c~.~~o prepared for:
OF THE DRDGING EVENT. Ate 200 KHZ SOUNDING fO ING fOUIPMENT. HORIZONTAL DATUM NAD 4983. INFppMATION PAOYIOHD HERE. ``~~~,~~''~~~~~P~oe~o~°° M~1~ Creek Waterway Resto~at~on Inc.
E,~~f 411 Hu nes Rd. SHEET 4 OF 5 4TE 4~ ~ APRIL 26, 2007

1
l
I
I
I HpA~y MILL GREEK MAIN CHANNEL
I
MILL CREEK MAIN CHANNEL PHASE 2 DREDGE SITE AREA No. 6B
W • ~ ~j0
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0 0 0 0 ~ o 0 0 o o ~i- .
~ + a N ~ ~ + + m
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8 0• 1 • 0. ~ ~ i 2 PROPOSED CHANNEL h scup: i•-io'
o•~ o•i 0• ! 6 4 0 H M3LL CREEK MAIiV CHANNEL v sCAI.E: i•~' 30' X -4' 80X CUT
I'`~ 4•G 0•A 0•S ~ ~ o M ...p..-• 9 0 O 0 ,.w • ' 0 0
~p,9 AA. 8 ~ • ~ • rw+ t ~ . ~ r ~ i .r.r...... ...~.n • , • r?~r w~w~rrr• i • r ~ o ~ z~~ ~ 4.14 MEAN HIGH WATER 4 , gq
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MARTINEZ WEDEMEYER MARTINEZ Jx0 0 o•~b,~ ~ b o o 1 o v
WEE}EMEYER
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ELEVATION INFORMATION FOR NQAA STATION 965-8163 LOCATED IN WR -1 BEACH. NORTH CAROLINA .1993-200 VERTICAL DATUM RELATIONSHIPS ~ NQAA TIDAL ~~~R' C~U~4~,i~y IN WRIGHTSVILLE ~1'OST~~q~~~~~
l3-2001 EPOCH Ck?A
RELATIVE TO MLW MEAN LOW WATER)
N U
1 H R qEF NC GRID (NA083) o
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M 0~ Z p.5 0~6 ~ 2 yi ~ o.s o.4 •d` ; m rn m -----------------~a-------------------~~----------------- °j ~ r N
~m~ rosa MILL CREEK MAIN CHANNEL rn o m
~1' N O C1 ~ N ti uo ~ ~ ro 4 ~ ~a
i A O~ R A O 9 0 a i ..w_. . • A N roea PHASE 2 DREDGE SITE AREA N0. 6C
-~,a•C } 6 Q ~ .r~+• O' • ~ 1 .O. ~ 7 ~ 8 O• 0~ • 6 wwwwwwwwwr• d ~ Y~ w~?~ww p~i ++~rr~r~?www ~wa~ ~rwww~rw~wwwww~rwwww~ ~lirww• pp 6 .i• 3 mot. % 6 A ~ 'b• a
8 0' i ~ . • -O• ~ $ ww~w• ~ www~wwwww~rwww~rw~r~a1~1• ~ 9 ~V • ~ •O~ 6 ~ •0~ 9 •0 . . 9 ! • 6 ! ~ ,i•6 ,i• i , 2 ~ ro ~t a %a
...•--R 0 e ~ ~ . V ~ s • y ~ • 8 3 9 • 6 • 7 O i i 2 i 3 9 ~4 g 8 Z y 2 s ,2.0 ,g.9 .e, a -r, o b 9 PROPOSED CHANNEL h sc.~u.E: s•-so'
~ 3 ~ . i? a ~ o ~ 2 ~ E .p a -l.t ! MIL30CRXEK4MA80XCCUTNE~ v sCA~E: !•-s' ,l.~
Z'~ W • 9 ~ ti . . 3 Z R •s y
H ~ 1• ~ i 0 .O ~B `O, p o GPP~~~~ 4.14 MEAN HIGH WATER 4. 14
~ ~ ~ • .i S a P, B 2' ,~v~~~~P~
U 8 .-2• i I- 9 •3? 3 -S 2 8 8 ? . ~ -2 ' !
ti ~ Q 9 , .O, 6 ~ •0 1 ~ •4 5 Z G 1, 6 2 AVERAGE MARSH GRASS ELEV. 2 1 .6 4~
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S:S p•~ / ~ t ' ~ j o N ~e
A ~ / -2 -2 ~ /~,g5
~$;e 1 i ~ ' / m WILL CREEK MAIN CHANNEL \ ~ r ~
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Q• o ~ b ~C/ ~ ~ / a 'yam ~ ~I, s v.~ y
~ 3s ~ ~.J -0+15 0+00 0+15
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SCALE 1"~50'
i ~ I i
i Icyn 0 25 50 100 150
i ~ i ~
i ~
~x
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• DO i
`~F
AREAS Tip BE DREDGED
NOTES:
i. THE MEAN LOW WATER (MLW) LINE SHOWN HEREON IS APPROXIMATE D DOCK
ANO IS SUBJECT TO CHANGE OVER TIME. APPflOXIMATE IMATE MEAN LOW WATER DATE:
2. THE MARSH GRASS LII~ SHOMN HEflEON IS THE APPROXIMATE LINE APPROXIMATE REVISION: INT.: ? c ` MILL CHEEK MA~'N CHANNEL
AT THE TIi~ OF THE St~VEY AND IS SUBJECT TO CHANGE DYfR TINE. IMAGE MARSH GRASS LIME THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE ``~~~~~~,~„"'t„p~~~~~i - GAADY SCOTT CANAL PROJECT ~ : 04310-0004 ~ 6 BATTERY LANE INLET Pao. svYR : T.,c
3. NO OF~OGING OR fSCAVATIOM IS TO 8E UN~RTAKEN MITHIM !0 FEET DATUM NOTES: RESULT pF SURVEYS M i)E OP{ THE DATE It~ICA'fED AND CAN vM KIM~CREED r`~~~~~ ~N ~o~ ys.y:. EXIS~ING CC~NDI TI!?NS HYDROGRAPHIC SURVEY DRAWN BY : T.K
OF THE MARS'ti GRASS LII~ AT THE TIME OF TIC QREDGIMG EVENT. SOl1NDINGS ARE EXPRESSED ESSED IN FEET AND TENTHS AND QNLY BE CONSIOEREO ~S INQICATING THE GENERAL CONDITIONS MAI9CH 5. 200T FIELD BK.
CHANGE~DEPE1~10ING ONLT~IMtARS~HN6RASS LOCATIONAT~~CTIME OF FiEfER TO LOCAL MLM! {MEAN {MEAN Lflw WATER) EXISTING AT THAT TIME. CAUSE THESE CONDITIONS ARE 243 NORTH FRONT STREET COMP. FILE VH101~43100004
THE PROJECT. RROJECT SURVEYED WITH Mc 4. NO DRE[)GING OR ESCAVATION IS TO BE UNDERTAKEN IN AREAS THAT "HYDRO PHILLIE", USING 0 ARE ALREADY AT OR BELOW -4 FEET MEAN LOW WATER AT THE TIME ITH McKIM & CREED SURVEY VESSEL SUBJECT TO RAPID CHANGE DUE TO SHOALING EYENTS. A WILMINGTON. NORTH CARQLINA 26401 ~~'.,',v (910 343-104.8 INTERNET SITE http://www.mckimcreed.com DATE ..s
SING OGPS FOR HORIZONTAL POSITIONING, pq~pENT MARINER SHOULD NOT RELY EXCLUSIVELY ON THE s ~ .•~o prepared for: E~ ~``e
OF THE DROGING EVENT. AND 200 KHZ SOUNDING EAU NG EQUIPMENT. HOAIZONTA~ DATUM NAD 1~3. INFORMATION PROVIDE~3 HERE. M.~ II Creek Waterway Restoration IRC.
G~`,• 4i1 Hu hes Ad. SkiEET 5 OF 5
e ' ~ APRIL 26, 2a07 ATE