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BOGUE INLET ~ ~ , ~ ~ ~ ~ ~ ~ DATE 11~19~Q7
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NO SCALE
NO SCALE
MAR 5 2008 acl t
OF 7

ALL SECTIONS OF 36" DIAMETER
CMP PIPE TO BE REPLACED BY
USE EXISTING 26' ELEV. CONTOUR CONTRACTOR WITH EQUIVALENT PIPE.
AS TOP OF DIKE (NO GRADING REQ.) OUTFALL MUST BE BELOW NLW.
DISCHARGE PIPE STANDARDS
FROM DREDGE
GRADING AREAS
m
PLASTIC SHEETING AS REQUIRED BY
DIVISION OF COASTAL MANAGEMENT ( 2<< Y.. M ,y n'',«"'.=M? . ;^2 BERM DIKE TOP ELEV. = 26'
EL +SEE PLAN TOP OF DIKE r,> ' =' �x / _ / z
1 " �' .�'X' y�"�' TOP DIKE MIN 3'-0" WIDE Z
LIQUID SURFACE -III=III-III- s. `w ? '`' "F> J
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- _-
APPROX. NORMAL LOW
'<SETT LI
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OAREANGDIKE WATER LINE
/1LI UID LINE
DIKE
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_ II -III-III-III III -III -II / j W ZO W
DREDGE MATERIAL 1 l� fV)
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1 'f L22 1 1 "FR'q< ® Z CL - - - SECTION @ INLET SPLASH PAD - " c c°
// �' R°
-I
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SEDIMENT DEPTH ADJUSTABLE i-� ---� i \ ( 9O9 a
AS REQUIRED WEIR BOARDS OUTLET PIPE I I- Wp7ERLi EL REFL RCEs PERsoNNEL• / ��-�-ILa -_ ._-_. g? I / �� r �C
/`� i i 100
COK/
RMAL HIGH
APPROX. LOCATION OF DREDGE PIPE (INLET) VEPARTMENT OF NATURA -`-~ - % ; %'; ` o J Z
SECTION @ OUTLET - --
DREDGE PIPE NOT DRAWN TO SCALE \ - 0 \ - ' 1 ,.\ - J
L24 0
TYPICAL SECTIONS - _ - --`\ - ,- "5 = :�_= T4To�, a -
_ \
DIKE OUT PIPE & __- _--=
LE DREDGE -~ -
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Course
0
Bearing
13,605
,' Distol)ce /
L1
S
38'08 27
W
1 70.00\ \
L2
S
47-17'20-
W
1 8J.28',
L3
N
84'54 40"
E
I 84.037
L4
N
6500910-4"
E
r 83.17
L5
N
63'33 18
E
f 88.00'
L6
N 28'33 39
E
1 99.30'
L7
N
55'07'00"
E
1 9J.281
L8
N
s
73'22 51 "
E
1 89.20
L9
N
56'39 10'
E
145.78'
L10
N
58'45 48
E
I 85.89
L11
N 28'48'35
E
1546.01
L 12
N 23'09' 13"
E
147.060, !
L 13
N
02'15'37"
W
129.89 +
L 14
N
02'09'57-
E
+ 100.64
L 15
N
54'54'00"
E
1 9 .34' `
L16
N
8716'02"
E
+ 90 13
L17
S
68'58 52'
E
+ 10 54
L 18
N
15'00 39
E
118.y64
L19
N
19'54 29
E
+ 80.340
L20
N
30'54 07
W
+ 133. 2
L21
N
44'51 ' 15"
W
1 308.10'
L22
S
40'55 16
W
1 166.48
3
S
54' 14'55 '
W
\ 15Z61'\\
4
S
54'20'14
W
` 151.73 \
S
56'08 24
W
\\146.20' \,
L2
S
55-044J-
W
68.98'
A\
'9 X1/4 6\
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\ ; \;' ,\: \� , \ / \; /: , , , AREAS OF FILL
/' % . I \ / / \ / / , \ / J ; %j \. , \ /\ ri - / / / / / / ' / / cGy meq! ("y U
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+ I / f r /'� \\� � `-- / i �`��\ , •..i i \ / , % \ ; \ /� i , / �` . / ,/ ` �'''/ : '/ 3r qTF SPOIL ISLAND PREPARATION NOTES• r�
I f I I / �! 11 . c -"'O 2 \�- / �` ' \ -/ .,'\ T'\ >' i\ �,, /�\ •/\%\ J`' '` \ l ^ ,�%' ?_, % .' �;./ / 1 I r / j j•" / 7'Y9,�,r/ ' `�? NO�Rs F �/N /�
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\ •9' X26 � / / .� \\ \ /\ '\ \ \ , � �:'\ / ,\ /' ,% \\ /'\. r \ ,// /", /�/�j/ �� / / /
( I �'u?•., '\ ,!\ -j .... i\ ` r'_•70 %`� x �,'//` i /%/// �/, j /.
\ 23x XX, /// BASIN DATA
AREA
0
17:
13,605
SF
AREA
0
18:
74,493
SF
AREA
0
20:
160,715
SF
AREA
0
26:
382,705
SF
'
\\
�
z
1.
FILL PLACEMENT SHALL BE IN UNIFORM DEPOSITS NO THICKER
'/ i
- -- ---- -' _-� - - -- "`
1;7
O
THAN 3 FEET. OVERFILLING SHALL BE MOVED AT THE
w
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-- -
-----------------'`�
CONTRACTORS EXPENSE.
w
-_
2.
MINIMUM CLEARING AND GRADING ARE REQUIRED.
-- ----
Z�
d
3.
SPILLWAY DETAIL SHOWN IN SPECIFICATIONS (PERMIT
O
Fiy7. AS,
S\ ---
APPLICATION) IS TO SHOW GENERAL REQUIREMENTS, A
RFS,, apTy
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o
DIFFERENT TYPE SPILLWAY MAY BE USED PROVIDED THE
------ ------
--
_ _
CONTRACTOR SUBMITS A DRAWING OF SUCH FOR APPROVAL.
w
4.
PLACEMENT OF DREDGED MATERIAL IN THE INDICATED SPOIL
AREA 'SHALL BE CONTROLLED IN ACCORDANCE WITH THE
w
•'--------
-- - ?g
REQUIREMENTS OF THE DIVISION OF COASTAL MANAGEMENT.
z
9 ?1
DEPOSIT SHALL BE MADE ABOVE THE HWL. IN CONFINED AREAS
w
C7
w
SO AS TO ALLOW SOLIDS TO SETTLE WITHIN. DEPOSITS OR DISCHARGE
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z
SHALL NOT ALTER EXISTING DRAINAGE DITCHES, CANALS OR STORM
?° �6
SCALE: 1"
= 60'
GqG L3
DRAINS.
sr 4" -% -h- j.r' y J r ! f,%/jam• / / �1 x
5. ALL ELEVATIONS ARE NGVD 29. � x
y , , �/ I„,! ; - i.-- . , 6. SPOIL ISLAND SHALL BE EXCAVATED TO CREATE THE DIKES/BERMS H
--` TOP OF DIKE = 26.00 U w
�' �� -----� � - ' t• \ \ 2 � ,r_ `'--y� �� ��''' AS SHOWN ON PLANS. CONTRACTOR IS TO UTILIZE EXISTING
� 0.r
FLOOD POOL = 23.41
�} F,ti ,., � • s� , � ' TOPOGRAPHY TO MINIMIZE GRADING. �
,
2 d '- ,. >,, \ / �� ,-/ r- :�>,, - _---- - ' 7. PREFERRED.
'' -- - MAX SLOPE ON THE DIKES SHALL BE 1:1 2:1 SLOPE PR -< H °°
=
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
BOTTOM 17.00
ASTABLE SIDESLOPE.
\ �6 25 8. A STOCKPILE AREA IS NOT NECESSARY PER THE DESIGN.
ly/G BASIN VOLUME ELEV. 23.41 = 50,400 CU. YARDS ALL EXCAVATED AND DREDGE MATERIAL SHALL BE
Q a-r----�� �- r " " `�-" %'�'- _ '3�3gTFR _ CONTAINED WITHIN THE 26 CONTOUR LINE INDICATED ON PLANS.
l 10 - OT NO
5 .:�, -� �1�--- -'.; � � o � BASIN VOLUME ELEV. 21.58 36,000 CU. YARDS1-771
■
DES. MKB
CHK. NWA
DRWN. MKB
DATE 11/19/07
23591 =
91ay
it Ilk
OF 7
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ter•
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?° �6
SCALE: 1"
= 60'
GqG L3
o611
o9TFQ�/ L4 Ls
0 60
120 180
ROBERT H. GOSLEE & ASSOC/ATES,
P.A.
LAND SURVEYORS - LAND PLANNERS
513 CHESTNUT ST. WILMINGTON, NC 25401
q5
[phone]
EMAIL: rhoilm®bellsouth.net
■
DES. MKB
CHK. NWA
DRWN. MKB
DATE 11/19/07
23591 =
91ay
it Ilk
OF 7

"I
iNAP OF SURVEY - s
FOR N }
NORTH CAROLINA DEPARTMENT OF m uNi
ENVIRONMENT & NAT URAL RESOURCES 0 0
OF THE BEAR /BLAND SERVICE ROAD AT HAMMOCKS BFACH STATE PARK
SWANSBORO TOWNSHIP - ONSLOW COUNTY -NORTH CAROl1NA SCALE.• i" = 80' DATf.• JUNE 13, 2007 o~ z Z
z Z J
NOTE.• O N Q
UNDERGROUND TELEPHONE CABLE, UNDERGROUND POWER LINES ° ®Q U N U
AND WATER LINE PLOTTED FROM EXISTING EVIDENCE. FOUND
AT MARKERS AND VALVES AND MAY NOT BE PLOTTED AT THE CORRECT LOCATION BETWEEN THE MARKERS AND VALVES. MI 0 ZO W Q M~ N p W
o j Q U 1.0 z ~ ~ NLL9
ALL ELEVATIONS ARE NGVD29 DATUM r ~L
O
ROBERT H. GOSLEE & ASSOCIATES, PA N W N t~
LAND SURVEYORS -LAND PLANNERS 513 CHESTNUT STREET W V/ wf I-
WILMINGTON, NORTH CAROLINA 28401 910-763-1941 p Z
rhgilm®bellsouth.net l J Z
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ti °m J
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SEE SHEET C3 FOR PLAN AND PROFILE ~I > Q
~o y Z d, U z J ~ W ~
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? p0tiy~ ~h ~ p`~~~ 0~40,•,~ Jv p WI W W (n
~ ~ Op ti ~i o';°~
of Z Z Z
Jam= EXISTING WATER LINES z L61 L~.I U
NEW PERMANENT PI~LINE QQ~ ~ f2 A_ Q
0 ' J
EXISTING WATER LINES (y ~ W ~v P Q,G ~ ~ ~ i~ m
~ NEW PERMANENT PIPELINE ~ QJ ~ / Q~ W
Q ao HAN~~'P S u 0 O
6 aQ ST~a. ~ ~ 1~~~ ` ~ ~ W LiJ ~
PIER h ~ SHOWER STA 2 0_ ~sST~ 2300 z ~ ~ Z Z
TOP OF ~ ~ BULKHEAD ~ slcN (NO A~coxot), SEE SHEET C4 FOR PLAN AND PROFLE STA 1 X00 - ~ - ` 3 ~ ~ ~ ~ ,~~9 Q Q
ELEV. = 5.24 ~ h srGN (rNFORMAnoN} STA 20-I~0 STA 20.0 . a3 , , ~~~s~- ~8 ~ B ~ ~ ~~i ll~ a
SIGN (RA81ES) ~k srcN icN THE STA 18~'+0 ' o i 0
POISON IVY ( E) ( ) h~0 srcN ~ 1 0 a ! 0 ~0.,, q~ 65~ ~8. 7 ~ ~ so~~~;~ ~^O~~~k~~s\~ `~h ~a/n~/~/~/0 ~I ~ I.I. to ~0''~` ~~vy I ~ "9 : lp ~ / W W
(CAUTION VEHICLES) A 1 +OO ~ oP STA 1800 ~ / o r
~ ` 1
~ o~ o STA 1 ~+0 ' /9 a w ~ o`' p e°
/ ~ chi 4, w e e`'~ eo
EXISTING WATER LINES oo ;1''?~ o=J~ J~~~ 0J~0 0 Gem ° ~ o ~~y a rot ~ ~ w ~
NEW PERMANENT PIPELINE ~ " ' ~ " ~ STA 1 ~±0~3 ~
S A 2+00 ~ ~ ~ ~ ~ ~ o° 0 ti 1 NI ~ ~ ~ w
~ o ~ , ~ ,~°y c~• ° Qo ~p~ ~ ~ g" G~ Q e o~~
~ N _ . e. 0J ~ S i ~ p ~~°P °
w U w gQp~.?fir"~, w R:
~ NEW PERMANENT PIPELINE ~ ~ ~ e`;~ ~ W o Q WI W ~ Q
w~ ~ o s mJO~ o
TA 3+00 1 STA 14'J; 0 ~ v ~ ~ r~ r\^ ~ l* ~ p ~py0~ s ~ ~
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EXISTING GROUND ~ ~y
• 0~ fee ~ ~ U
- ~ x ~ \ D BACKFILL TO ~~\oo
/ / . • : ING DENSITY AND GRADE ~ ~p ti~^ o ° ~ U a o ~ ~
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. N PIPE ZONE \ . . \ , . t' \ ° B
O.D. + 24' MAX \ '.'.:.::,i.. \ ~~Q ~ ru \ • \ \ m z
6~. O.D. 6° ~ \ w
MIN. MIN. U \ \ \ \ \ ~ . . . \ \ ` . z . i.v~:. ;:f:.
FlNAL BACKFILL • ....;,,.~:;;°;,;,-:~.:,(,;'Y..;" ~ s,~,..,.<.•, v. \ ~ ~ ~
w ~ \ _ COM~?A.CTED' BACKFILL ~'6 . ; : ~ \ \ \ \ \ \ \ • , . . \ ~ ~ '.9D%'MODIFiEp:P,ROC1'aR ^ ; \ \ ~ wl ~ M \ ~
SAND ~ \ 6" MIN, o ..~..x. r:,.,,, w . > d \
.~.i;:'v \ ~ 0703
PIPE SIZE = 12 HDPE SDR 1Z ' ' ` ' ~ z
O.D. ~ \ \ \ - \ \ - \ ' ap„ :a." Z ~ \ \ \ \ DES. MKB
\ \ ' E WALLS TO ANGLE OF ~ CHK. NWA
~ 6" MIN. \ \ • OSE OF SOIL OR AS NI DRWN. MKB
\ \ \ \ .4 \i\ \ \ \ \ ~ ~ \ - , , \ ~1'PROVED BY THE ENGINEER INITIAL BACKFILL ~ ~ ~ ~ , DATE 11 /19/07
S D ~ a~~ \ \ ~\yv / ~a,. \ \ \ \
STABLE \
\ \ FOUNDATION \ r''''~~"`w MPACTED PIPE EMBEDMENT w \ \
MATERIAL _ / ~ \ o= ~ ~\fi0 90% MODIFIED PROCTOR _ \ \ \ ~ N .Q ~ .
NEW 12 ~ HDPE PIPE SDR 17 \ \ \ \ o \ \ \ \ ~ \ p~j ~ \
o~ / / / \ w \ \ \ WI 4 _ \ V1
N~ ~ \ \ \ NOTE: \ \ \ / / / / , N \ l 23591 ~ a ~J p,_
\ \ : ~ \ COMPACTED GRANULAR MATERIAL 1. DREDGE PIPE- SHALL BE INSTALLED AT ELEVATIONS ~ \ \ - \ \ - \
/ / / IF REQUIRED BY THE SHOWN ON PLAN & PROFILE DRAWINGS. / =s'' ~'`s~;>:;::J,;;.a:;„<~:<;::~~.: \ ENGINEER
2. BACKFILL TO BE INSTALLED IN 12 LIFTS MAX, AND COMPACTED `.~s %~:`;:::~•.•....,s,..~.;.*...c:;. ;;;s.,: \ ( ) ~ \ \ \ \ / / TO PRE-EXCAVATION DENSITY AND DEPTH. 'w''" ~ ' '
FILL IKLWH tiAUK MIN LYUAVAItU Z~ANU. L
3. BACKFILL TO BE FREE OF ROCK FOREIGN MATERIAL OR FROZEN EARTH. / /
PIPE WIDTH +24° MAX t2
TRENCH BOTTOM MAR 5 8 ~ ~ zI E<~, 2,ss9 s ~,o '~ar~
PIPE BEDDING
N.T.S. h 2JJ NC~29 ore1~ M ~ed ft, M OF 7
STANDARD PIPE TRENCH DETAIL
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MAP` OF SURVEY m
FOR
2n Z Q Z
OF THE BEAR ISLAND SERVICE ROAD AT HAMMDCKS BEACH STATE PARK ~ ® ~~'o Z
SWANSBORO TOWNSHIP - ONSLOW COUNTY -NORTH CAROLINA SCALE.' 1 " = 30' DATE• JUNE 13, 2007 va d Z
ROBERT H. GOSI~E & AB40CIATES, PA cA~, rY U W LAND SURVEI'ORS -LAND PLANNERS U
513 CHESTNUT STREET W Z U WILMINGTON, NORTH CAROLINA 28401 W
910-763-1941 ~ ~ R ~hgilm®bellsouth,net ~ Z ~ W
~Q W ~
a ~ ~ N
w ~ I
NOTE.•
~ ~ Q TWO EXISTING WATER LINES EXIST ~ J Z
UNDERGROUND TELEPHONE CABLE, UNDERGROUND POWER LINES AND WATER LINE PLOTTED FROM EXISTING EVIDENCE FOUND ~ - 4" WATER LINE IS ABANDONED o W (n
AT MARKERS AND VALUES AND MAY NOT BE PLOTTED A7 THE 6" WATER UNE IS ACTIVE ~ > Y
CORRECT LOCATION BETWEEN THE MARKERS AND VALVES CONTRACTOR NOT TO DISTURB N
ALL ELEVATIONS ARE NGVD29 DATUM EITHER LINE. MOVE DREDGE PIPE ~J 0°- Q
INTERSECTION OF WATER LINE AND DREDGE PIPE ACCORDINGLY. J ~ ~ U
PERMANENT PIPELINE
5' OFFSET FROM EDGE OF ROAD ®~W
CONTRACTOR RESPONSIBLE FOR
AVOIDING EXISTING UTILITIES.
WWt~~
zz
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07039
DES. MKB
CHK. NWA
c,~ c>
5 DRWN. MKB DATE 11/19/07
5 `\~Uitiiulr//~~~
E ~OC /
- E
= 23591
14+00 14+00 15+00 16+00 17+00 '~~,(1jW iA~~~~ 9
0 10+00 11+00 12+00 13+00 9+00
r
MAR ~ 008
°OF 7
PROFILE EXISTING WATER LINES DO NOT DISTURB TRENCH OVER OR UNDER AS NECESSARY
WITH DREDGE PIPE.

m MAP OF SURVEY
FOR
NORTH CAROLINA 1~EPARTMENT OF
Z o ENVIRONMENT & NA T URAL RESOURCES ~ Q Z
OF THE BEAR ISLAND SERVICE ROAD AT HAMMOCKS BEACH STATE PARK Z O
SWANSBORO TOWNSHIP - ONSLOW COUNiY -NORTH CAROLINA d z ~ ~
SCALE: i" = 30' DATE.• JUNE 13, 2007 ~ ~ (yJ U U.
ANGLE PIPE TO HEAD ~E TO HEAD W z 3 U Q
BETWEEN DUNES. DUNES. ~ ~ o ' ~
TWO EXISTING WATER LINES EXIST J
PERMANENT PIPELINE 4° WATER LINE IS ABANDONED Q~' ~ ¢ w ~
5 OFFSET FROM EDGE OF ROAD 6" WATER LINE IS ACTIVE C1 Q~ ~ o ~ ~ 0
CONTRACTOR RESPONSIBLE FOR CONTRACTOR NOT TO DISTURB N
AVOIDING EXISTING UTILITIES. EITHER LINE. MOVE DREDGE PIPE
ACCORDINGLY. C1 1 ~ Q © i

. ~ J~ ~ Q~ J w J z
C` o o NOTE.' m V
o V UNDERGROUND TELEPHONE CABLE, UNDERGROUND POWER LINES ~
Q~ r~^~! ~ w~ ~ ~ ~ AT MARKERSLAND V ~ VE ~ AND MAY I NOT 8E PLOTI •EDFAT THE ~ W ~ ~
Q o ~ o° vJ oO o~ r~ o O q1 0 CORRECT LOCA170N BETWEEN THE MARKERS AND VALUES. ~ ® Q
o \ x o N o ~ o 'U ~ g ALL ELEVATIONS ARE NGVD29 DATUM ~ Q„ ~ C)
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rP ~ ~i ~ t., ~ ROBERT X. GO,SLEE & dS50C1ATES, PA ~ ~
LAND SURbEYORS -LAND PLANNERS ~ ~ 513 CHESTNUT STREET (v v HORIZONTAL SCALE: 1" = 30' Z ~ a o VERTICAL SCALE: 1" = 3' ~,7 0
WILMINGTON, NORTH CAROLINA 28401 910-763-1941 z
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0 23+00 24+00 25+00
17+00 18+00 19+00 20+00 21+00 22+00 0 <~~w i iA~~d ~ p~ BEAR ISLAND BEACH ro i ;~.a~,

i
MAR ~ 8" X 8" X 12' PT TIMBER PILING
SEEDDETAILRSHEETEC6TYP.) b aft OF 7
PROFILE

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0 0 _ _ - - USE HEAT FUSION TO WELD OTHER SECTIONS.
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PLACE RED RUBBER BETWEEN HDPE PIPE AND PT 2" X 10" PT 2 X 10 TIMBER. ~ i 2 1 /2" ~ C7 0
WOODEN CRADLE STRUCTURE. CUT OUT GROOVE FOR PIPE IN 2 X 10. w ~
TIGHTEN 2" X 10" AROUND PIPE (TYP.) z
TO PREVENT SLIPAGE, (TYP.) s" MIN, z
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~ ~ 4'-3"
36" ~ GALVANIZED C P M PIPE Z 07039
5 8" 316 SS THRU / ~ ) BOLT. i DES. MKB
(4 BOLTS PER 2 X 10 CON. TO - CHK. NWA
8X8) 8 X 8) DRWN. MKB
TYP. ( ) DATE 11/19/07
PT 2 X 10 TIMBER. ~~~t~t~i~ili~tr~iii
CAR®~ ~
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(4 BOLTS PER 2 X 10
CONNECTED TO 8 X 8) 23s9t
PT ROUGH 8 X 8 X 12.' ~iW At y) ~
TIMBER PILE (TYP.)
ENTER EXIT. PIPE CRADLE DETAIL 2 MAR 20( SUPPORT FRAMES FOR EFFLUENT PIPE DETAIL 3
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w ~i r tnx ` ~ ~ :?i aL ~ , C1 COW CREEK CHANNEL DREDGING PLAN & CHANNEL MARKER RELOCATION ~ ~ z
fi ~t ,°ja ~ ~ Y., Hs~P ~ ~ A r~ :=`,Y f ,n ,x, xis ~t ~ ~ a c.,~i J ra r fi r n f + ~ ,~4d ,~~i r.;, w a;,. w
~ - ~ y ~ 5~ ^ .t~~ ~`t~~"~'
~ ~ C2 CROSS SECTIONS OF CHANNEL ~ W~
( W W °Q
a -u. ~ + ~ r, "a~;. :d + r ~ C3 CROSS SECTIONS OF CHANNEL a~
a
;s , ~'tS . + SH~'~~'~ ~ 1 i i + C4 CROSS SECTIONS OF CHANNEL r a
~ f pan i - ; r" ~ _ - k
. w if ~ + ~ C5 CROSS SECTIONS OF CHANNEL ~.~J z o
~ f S' r'I + y~ ,F
' C ~ ~ f °~'4 f r t ~ , C6 SPOIL SITE - U.S.A.C.E ISLAND 88 (FINN'S ISLAND) W w
_ a - > ~ _ .n U
; w+~ ~`t$ v~ ear ~ ~ 4~.~r n~~d ( - 4 C7 BEAR LSLAND BEACH. PLAN AND PROFILE VIEWS W o
t + ~ r'' w H. j
=~~lk+~ f.'n + s,.~ .i~ t C8 STANDARD DETAILS -MAP, TIDE GAUGE, CHANNEL MARKERS ~ ~ a
~r ^s r4 r rw ~ - s rh M
~ + .CAI: ~ liZr~ti7 r+ S .+?.'~~`a i ; f "~,a. .j ~ k ti t~~ ,9cn 'r~ ~ n/ N
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_ CHANNEL ,n . ~ - , 5 K 't N5 Ja ~ ~ a - z~
tf > - ; ~ NON~COMPATI6LE DaEDGE MATERIAL 1d`j v~ACE - - r.',. t 4N 4 t W'v~ t-- ~
- r r
- y~4yp~~ ~ I . ~ ' ~ .1 ~ ~ ~ ~ { 1,~h~ 4 I.~ ' S 1, i~ ^ ,h.. jTT E ilf .4 ~ r 3 ~ ~ ~ p ~ y ~ ~ 4 ~ ~ ~ w
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^ ~ r, ~ (:42,116 CY} ~ ~ ~ ~ ,ux .r
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~ ~ ~ ~ r ~ DRWN. DLW
,ti ~a ~t e r,. ~ ~ DATE 11~19~07
~~~.i~ << s , _ ~ 1.~ _ r N_ , `BEAR INLET
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ROGUE -INLET ~ , ~ HESS, ~/'~'q~y~~/~ ,
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NO SCALE
NO SCALE I
0 F 9

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. HYDROGRAPHIC SURVEY FOR
O EDGE OF MAR o sH HAMMOCK S BEACH STATE PARK 0.0 NLW DREDGE AS REQUIRED N c• Hwr. 24 ,y
p O + AND
~ ° pRSN ° ANDREW CONSULTI G o + ~ ~ o ~ N ENGINEERS - 5~ m
N1 + ~ OF = MITI=1iT~~ -3 - 3-=1ff flies -
S 49'55' ~ °oti oo + ti 17 E 841.42 °o . =III= =III-III- _III=III- -9.0 NLW ti9~~
o• G~ + h CHA L ~ ~ + FA 3 MAR + ti o' o• p 0
+ ~ _ + °ti +1 p 100 0 100 200 300 ~~s / z
+ X 1 CHANNEL , ' ~ , ti p
MARKER + + ~ +°6 ~ " - ' ° q GRAPHIC SCALE 1 - 100 ~ ~ /
i -0.5 + ~h C + ,ti•,~• +_os 1 DATE: JULY 2007 50' ®CHANNEL ~
+ !~~A +D.5 p ROBERT H. GOSLEE & ASSOCIATES, P.A. / U ~ U
~ ' + ` + ~ LAND SURVEYORS -LAND PLANNERS +O.Q N 513 CHESTNUT SL WILMINGTON, NC 28401 W Z Q
+ 'S - - - + 0~ ~ ` f ~ J +'ti CHANNEL . ' ~ +-0.9 (s1o) 7s3-1941 U Ca
+ ~0 +o• ,o• 4 MARKER + ti -2 9 _q 1 EMAIL: rhgilm®bellsouth.net Q i ~ + 0• TYPICAL PROPOSED COW ; cco~ ~ Q ® z
N H + % O CREEK CHANNEL NEW SECTION A ~ ~ y9~tiF~~F~. N ~
N.T.S. ~ ~ 0~'P~ w © ~
tp ;h ~ + h + ti
+ ~lj p• ~ 4.9 .i S w q + ~y ~ ~ CHANNEL 2 . VICINITY MAP (N.T.S.) o W
~ ~ o~ +-2.3 $ ~ . 5 MARKER +-0.2 Sp , rn + o + , . J3 p Y
0 0'
+ o• T ~ 6 , ~ Q O
NHw rn ~ N ~
Z ,5 1.0 , o• + CHANNEL+_ ~ , Y~,,~.~,,` +-zs +0.2
+ 0.9 6 MARKER ~w + 1.0 +-2.7 \ ..J Q
A.LW.W. Fo ~ ~ N H WQ LLJ J o'"
53 CHANNEL +2.1 +-0.9 ~y' +_-;,8 +-0.5 ~X MARKER Mq + ~ , k,. + s +-o.s R~/ 0.1 ~ ~ s
p +0.5 ~ ~'~i, +-0.6 -0.2 Z Q ~
N FI~W i '~~~iC ' ~ ^~.x.y Q ~
ti „ , O U ~ ~ O DGE OF O ~ W Z
r +1.0 ~i~i~ +-1.6 +-0.4 OX Y x
~ m °o °o °o °o °o Z
+-3.8 +-0.4 .4 +0.2 ~ , ~k~,'
+ 0.4 O N d' c0 00 O
+0.6 r:,.X+ 8)~ 0.3 ~ ~ X' +0.4 N NO'h NPR Np~' NO"` ~/Oti Z =
NHW +2.2 `j~:',, y., ` +-0.6 +0.6 x~x ; ~ EDGE OF M y, ~ +0.4
ARSH i 0.6 ~ ~y +/0~ +/Oti + 0 + 0 W W ~ Y , ^
~i v" k 0• 0• Z Z V
+ ~~rQ~ ~ ~YV~~ i~~. +-1.3 +0.4 2 Z
+-2.2 ~ ~ -4J +0.2 ~ y +O,y +00 'S +0~ +0~~. IV- IV- ~ L.L. U
+ q• 0• ,0' Ory ,0' Q Q j
CHANNEL • +-1.2 A~, y ~ „`y~~y 7 MARKER +-0.4 +o.'.
+0.1 + 0~ + ~0 + ti + 0 + o +~6 + 'h _ _ _ _ W ~ ~ VJ
_ pry. ~ T
PLAN ~ ` ' ;~1 ~ ~ ~ v~ - . , I.L. V Q ~ ~ i DU20
NHW 1 = 10 - +-3.0 ~ ~ 0 0 ` +
i - ~ ,
NOTE, +-3.7 'Y•h%;, . \ v , \ SOUNDINGS ARE REFERENCED TO ~ ~ X;y ~ ~ ` ~ ~ w o
NORMAL LOW WATER CHANNEL ~~_.iS,~_~%~,~-. < - U
+-3.1 8 MARKER _ +-0.8 +-2.4
NHW +-0.1
SET TWO NEW +-1.1 +0.2 +o~ + ~ +o° +0~ ~ w
N H w TIDE GAUGES +-1.1 +0.2 ON MARKER $ +-1.2 +0.4
ELEV. BENCHMARK +0.4 +0.4 0~ +~o~ +~p~ + 0`ti EDGE OF MARSH r T ~ W
S NNW 1+ H FACING BOTH 6+ 0 DIRECTIONS +0.3
+0 +/Oti +%0'h W ~ Q
+/0;5 +/06 ~ ~
+ p~ + py H ~
DREDGE SPOIL TO DREDGE SPOIL TO p NHW + a~ + 06 W N
EDGE OF MARSH MARSH 'h + y W ~
SPOIL ISLAND BEAR ISLAND C1 rn o a o o a DISPOSAL DISPOSAL C7 ~
O O O O O O O N C + + O O O O O ~ C N O z w 0~ O
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~ p~' ~ ~ ~ ~ pti d- d- d- d• d- a t~ ~ o• o• ~ S 5118 56 E 3094.57. o• 06 0° o~ oy o ° \N r ~ N
+ ~ p ° o ~
g 4j,21,2 n ~ Z w a
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tv- ~ k CHANGE o~ , Q Q ~ +o`~ +o~ +ryo, 11 CHANNEL +.,9 + 6 +°'o + o +'h +'a ~ + 0.0 O W
o. + ti + MARKER 9 TO 11 + ~ h 9 , , ~y~~ , _ - , + \ - ' +-0.1 CHANNEL o o ~ z
.ADD NEW - n Y ~ , . ~ ,f~,~ - ~~hx ' ~ + , ~ _ ~ < u ~ ~ i ~ ~ tip, X ~i ~ ~ ~ / CHANNEL 7- ~ , k "+,Yy~,,~ ` y x; ~~~~y ~~`%y~, X, ~ ' ~ 13 MARKER +-0.1 C0 NHW o ~ c7 0
a ~ , ~ ~ , ~ ~h ~ , ~ r ~ , , ~ i +-0.5 +D.5 ~ W z
\ +-0.5 ~ z ~
. , ~ ~ x y. l,. ~ .,~~r,. ~~n~., . is ~ ,y , ADD NEW ~ i +-1.5 2 ~ Q + - - +0 +-2.1 +0.5 i ~ °o
CHANNEL ~_~r_ti~ + ~ + ~ 2~~s.~_ MARKER _ _ ~ ~__us,__,_ ~ 0 _ +0. +1 +-2.5 +-1.4 m U ~ z w
o• 2 CHANNEL +o• ~ti' ,~9 ? N
o• 06 ,o• ~o• ARKER 10 TO 12 0 ° ~ + CHANNEL ~n • +-1.z +-3.1 2 2 ~
EDGE OF MARSH M~ RKOER4 1 ~0~, +-os +-3s ~ ~ w ~
+ + + EDGE OF MARSH ~ ADD NEW +-2.s = = E/ z z
EDGE OF MARSH MAR' +-to MARKERL 15 +-0.5 Q Q w z ~ KEEP 10' OFF MARSH
+ +0.5 ~ ~ ~ W ~ i
EDGE OF MARSH SET A NEW RESET ~ +0.7 ~ a
TIDE GAUGE TIDE GAUGE • ~ +1.o x x ON MARKER D ON MARKER ~ ~ ~
NHW ELEV. BENCHMARK ELEV. BENCHMARK + ~ ~ U w
DIRECTION POSITE +-o.s ? ~ ( ~ ~ ~ ~ I
•6, ~ 0
OF
r\ NORMAL HIGH WATER M~~' '
O cy ADD NEW +0's ~
O O ~ VI O O ~ FALL 2007 PROPOSED CENTERLINE CHANNEL® +1. CONTRACTQft;:TO • ~
~ O O k r n o ~ ~ 25'1, » P~N NnTES MARKER REMOVE STEEL SH~'I' ~ a~~~ ~~t MARSH OUTLINE PILE~REBAR ° r ~ , ` I ~
o + r r 24 ,3 ~ o A ~ o ~ -
o ° ~ r +2.a S 3 . KEEP 10' OFF MARSH ti~~ ~~AR ~ ~oo~ 0039
~ O. ~ - .4 ~ 4 r + O c0 +2.9 + . - .7 ~ Q~» ~ ~ N r +-1.6 + - .3 .3 F ~
~ '39'58 E 1283.92+_1.6 2'4 2.a+ +-ts - •e 93,4 CROSS HATCH =DREDGE AREA ~ ' ~""1 M `q R"y MKB
+-2.5 +0.4 KEEP 10 OFF +1.7 +-2.7
• +o s .z F~ ~ x +-2.5 .4 MARSH +1.4 -0.3+ +-2.7 6 - .8 Mq N +-0,5 +4.1 - DREDGING NOTES: CHK. NWA NEW CHANNEL MARKERS (17 TOTAL -SEE NUMBER ON PLAN) DRWN. BDH
N 0.2+ +0.0 +1.3 ' +-2.9 h6 ti .8 RSH co ~ U +1.2 +-0.1 +2.4 _1 - . ~ ry ~ .81.8 ~ ® MAINTAIN AN 80' WIDTH BETWEEN ALL CHANNEL MARKERS 1. DREDGING TO BE PERFORMED BEGINNING AT CHANNEL MARKER
w ~ -1.5+ 1.5 +-2.6 +1.4 SEE STANDARD DETAIL OF CHANNEL MARKER ON SHEET C10. #1 AND CONTINUING TO FERRY DOCK AT BEAR ISLAND DATE 11/19/07 AS SHOWN ON SHT. C1.
2 +-0.4 EDGE OF MARS h9 6 ~ , P ' ~ - '8 .6 J 2 -3.5+ +-3.4 +0.9 +0.0 ADD NEW +1.6 + -2. _ - - 'h? , ~ Cb EXISTING CHANNEL MARKERS (11 TOTAL) 2. DREDGE SPOIL FROM STA 0+00 TO STA 44+00 TO BE PUMPED ~
_ -3.4+ +-3.a +0:5 CHANNEL i7 + , , w , ~e „,,B b o~~ , C) Z +-0.9 MARKER 0.9 ~ i ~ i 'y`+~ ~ ! ~ HST G ~ ~r~a`L 0 N N W ALL EXISTING CHANNEL MARKERS TO BE REMOVED & PROPERLY TO A SPOIL ISLAND ALONG THE ATLANTIC INTRACOASTAL WATERWAY
h ~ -2.0+ +-1.5 +1.0 ~ a~•'n, DISPOSED OF BY CONTRACTOR. AS SHOWN ON SHT. C6. DREDGE SPOIL FROM STA 44+00 TO ESS1
+1.1 ~ i ` ~ Bqs, o-, ~1 ~ ~ -0.1+ +0.1 ~ .4 ~ ~ ~ ~ ~ ~ ',y ~ t' ,c. ~ , ~ SLOPE AT • 1 o : , ; ~ ~ < 4. TO FACE OF FERRY BASIN TO BE PLACED ON OCEANSIDE BEACH OF BEAR ISLAND ~ ~~Q~ FACE OF M AS SHOWN ON SHT. C7. q,~
1.1+ +1.1 +-0.2 ~ x . y_~ k,,~ ; : ~,;,~ti EXISTING BULKHEAD. ~ ' ` ~ ' -r Rf?PG~t!i - " DO NOT UNDERCUT BULKH ) ,s KNOWN EXISTING OBSTRUCTION IN CHANNEL 3. ALL LINES AND GRADES NECESSARY FOR ACCOMPLISHING THE = /2sV5s1
. ~ R~~ BASIN _ R ~ P~~• 0.1 BULKHEAD. ~V WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
0.7+ +0.7 r _ +-0.4 ~ - +-1.9 PRE-DREDGING AND- AFTER-DREDGING SOUNDINGS SHALL BE MADE :ti~'•.~It~~' °
o.s+ +o.a +2,9 ~ ~ ' - BEAR ISLAND EDGE OF MARSH +-1.6 NGVD 29 BY A LICENSED SURVEYOR FOR PAYMENT PURPOSES. ~'.,~q~
+0.4 HAMMOCKS BEACH +o.s ~ s MEAN SEA LEVEL 4. DREDGE AND SPOIL PLACEMENT PERMIT IS BEING OBTAINED iA~~
. X , ~ - , , mGF +-z1 +-1.4 ~ STATE PARK RY TNF nWAIFR TuF rnr\ITRnrrnR Ic RGCpn~iciRi c ~np ni i
N - ~r MARSy +-5,8 -1.2+ . -11 v i-, v v.Jiv~~ i viv nLl- ALL OTHER REQUIREMENTS FOR PERMITS, NAVIGATIONAL NOTICES,
l ` KEEP 10' OFF MARSH +-2.2 APPROVALS, ETC.
+-0. ADD NEW - +-5.5 CHANNEL
+3.0 MARKER -0.2+ _4.9 -0.5+ 1.53' 1.54' 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM STATE FOR ROUTING HYDRAULIC PIPING AND PUMPING ACTION OVER POCOSIN AREAS,
6 Fps + PRIVATE LEASED OYSTER FARMS, AND ANY NATURAL AREAS TO THE SPOIL SITES. IN FRONT OF THE WARREN RESIDENCE ON
Mq -2.4+ +0.6 91NN'S ISLAND A 20' BUFFER MUST BE MAINTAINED FROM THE OF 9
RSy -0.5+ +-0.3 DOCK'S PILINGS TO THE DREDGE PIPE. THE DREDGE PIPE MUST BE ANCHORED IN FRONT OF THE WARREN RESIDENCE AS TO
1.7+ +0.4 ~C 1
+1.5 KEEP 10' OFF MARSH NORMAL LOW WATER (BEAUF RT DATU NOT TO BLOCK ACCESS TO THE WARREN DOCKS. SEE SHEET C11. M) AT COW CREEK CHANNEL M.L.W. MEAN LOW WATER)

I I . 'r r; l~ i ~ 1 f l ~ l~ m
4 ~ , - - ~ ~ - ~ - I j- -
STATION .CUT AREA (S.F.) CUT VOLUME. (C.F.) ACC. CUT VOLUME C.Y. i ~ ---t ( ) T - ~ -
_ i 00+00 - r- I i ~ i ~ i - j---~- ~ ~ I T- ~ ~ ~ c~
_ 0 ~ I I z
02+00 1.44 144 5 ~ 0 ~ _ ~ I i I i i I Z J
4+00 5.76 .720 32 , ; ~ ? ~ ~ 0 . I ~ ~ _ ~ ~ ' ~
06+00 33.12 3,888 176 I- - I - ~ - ~ ~ ( I + i- O Z - - - j - i ~ --T- I i- - i ~ - ; ~
I i - - --r-- 1- - I ill a I ~ ~ w z w r~
08+00 72.58 10,570 ~ 567. ~ ( I ~ ~ - , I I i I I I II li ~ ~ O ~ V
10+00 160.42 23,299 1,430 ~ ~ ' ~ ! -4 I
12+00 t ' ' 0 16,042 2,025 ~ _ i I_ ~ I ~ i I ' ~ Z
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14+00 6.34 ~ 634 I 2 048
16.85 2,318 2,134 I i _ 8
- _ _ - _ _ t _ 18+00 61.2 7,805 2,423 I i ~ ~ ~ ~ F-
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20+00 28.22 8 942 ~ ~ 2,754 I ~I -8
I - I ~ l ~ ~ I °m ~
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12+00 Z J a° ~
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0.00 40.00 80.00 120.00 160.00 200.00 240.00 280.00 320.00 0.00 4 + ).00 40.00 80.00 120.00 160.00 200,00 240.00- 280.00 320.00 360.00 400.00 440..00.
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Y - H DROGRAPHIC SURVEY ~ S. MKB
- - _ ~ ~ ~ ' i I d CHK. NWA
I ~ ~ DRWN. BDH
0 i ~ 1 DATE 11~19~07
FOR I ~ I - ~ ~ ~ ~ I ~ i I ~~111111111111/t~
i , ~ I I i ~ ~ CAR ~
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---T SWANSBORD TOWNSHIP ONS~OW COUNTY NORTH CAROLINA - _ _ _ _
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-8 - - 7 DATE JUNE 11 2007 FFFT C2
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0.00 40.00 80.00 120.00 160.00 200.00 240.00 280.00 320.00 ROBERT H. GOSLEE & ASSOCIATES, P.A. 0.00 4 OF 9 ).00 40.00 80.00 120.00 160.00 200.00 240.00 280.00 320.00 360.00 400.00 440.00
LAND SURVEYORS - LAND PLANNERS 10+00
513 CHESTNUT ST: WILMINGTON, NC 28401 [phone] 20+00
EMAIL: [e-mail]

STATION CUT AREA.. S:F. CUT VOL ( IJME ~C.F.) ACC. CUT VOLUME (C.Y.)
22+00 165.60. 19 382 47 3, 2
24+00 269.28 43,488 5,083 m
26+00 293.76 56,304 7168
28+00 390.24 68,400 9,701 4
Ali I I 30+00 465.12 85,536 12869 ~ _ _ __i._._ . ~ _ . , i , I -_____----.-__.i z
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DATE.- JUNE 111 2007 ! - 42+00
320.00 OF 9
ROBERT H. GOSLEE & ASSOCIATES, P.A 0.00 40.00 80.00 120.00 160.00 200.00 240.00 280.00 320.00 P.A. LAND SURVEYORS - LAND PLANNERS 34+00
513 CHESTNUT SL WILMINGTON, NC 28401 [phone]
EMAIL: rhgilm®bellsouth.net

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[phone] 64+00
EMAIL: rhoilm®bellsouth.net

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LAND SURVEYORS - LAND PLANNERS
513 CHESTNUT ST. WILMINGTON, NC 28401 [phone]
EMAIL: rhoilm®bellsouth.net

ALL SECTIONS OF 36" DIAMETER
~rPd
TOP OF USE EXISTING 26' ELEV. CONTOUR CMP PIPE TO BE REPLACED BY CONTRACTOR WITH EQUNALENT PIPE.
RETENTION AS TOP OF DIKE (NO GRADING REQ.) OUTFACE MUST BE BELOW NEW. r
'MOUND 3'-0" MIN. m
DISCHARGE PIPE STANDARDS FROM DREDGE
PLASTLC SHEETING AS REQUIRED BY GRADING AREAS
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BEARINGS AND DISTAN I ES ~ l 2 ~ ~ ~ ,,~.x ; v ~ , % ~J ry111rrlurllr r W W 1 ~ V !!1!l11l1l1 r ~
ALONG THE NORMAL Ml GH ; 1/%-I1/l/l, ~ ~ I v~~ , , , ; ~ v ~ ~ ~ 11`11%Ill1/11l rU-~ i~ ~ !j1!!U1/1i ! / Np ~ cv
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Course Bearin ~ ~ Dlsta~bce / %//%/„r~r ~ ~ a, ' ~ 1 y. , ( ~ . / ' ~ ~ x 0) ~ 11 i ~ ~ ~ ~ ~~~~~i'il/l1/// / ~>U F,qy. ~ 0 v ~ i ~ ~ ~ 1 ~'i'i i''ii i 1 RFSO ppFO ~ w a
L 1 S 38'08 27 W 70.00 „ v ; v ~ ~ ~ , ' ~ , I ~/,~i/// ~ ~~i~ X26• t C~~ ~ JJ
L2 S 4T 1720 W 83.28 I \ , 1 4 6 o ~ \ ~ r ; , ; ~ i i 1 ~~i l / / 11111 1 / ~ N ~ } I ~i% ~R~ AREAS OF FILL ~p"~. ~ ~ N
L3 N $4'54 40 E 84.03 r ~ 1 \ / ~ ~ - \ / ~ ~ ' ~ I ~ ~ ;1 . ~ i, ~ , ~r ~ ~ n I I I I III/1/ Q Y ~aM ~ / ~ / ~ V/ A j' i~` ~ L4 N 65 09 04 E 83.17; r i I , r ~ ~ x i- ~ ' , ' ~ ' , /,p ~ ' ' / i ~ ,//iii/// / , ~9~ ~,36i~y W U
, L5 N 633318 E 88.0 I r'I ~o ? ~ x / Y j~~ y ' + ~ ~ / ~ 7` ~~qr SPOIL ISLAND PREPARATION NOTES: W z
L6 N 283339 E 99.3 I II url ~ ~ ~ ~ ~v l ~ / / i' ;~°~l, ~ ~ ' F~,~r °~'NO, 1. FILL PLACEMENT SHALL BE IN UNIFORM DEPOSITS NO THICKER ~ C
1 C. ' i / L7 N 550700 E 93.2 I` ~ +jIIIrJIIIIf 0 ~ ~ ~ ~'i n/ ~ r ~ rr ~ ,x u' k , I r / / ~ , i ' ~ ~ i ~ ~ AREA ®17: 13,605 SF THAN 3 FEET. OVERFILLING SHALL BE MOVED AT THE ~ w ~
L8 N 732251 E I 89.29 r I GIilwv ~ ~/_i ~ ~ v / ~ ~~,~"/r, ~s p~~,~, 'L, v i~. i i~; ~i~~0 I ~ \ / ~ ~ ~ / / / i % 1/ ~ ; j CONTRACTORS EXPENSE. w
L9 N 56'3910 E 145. 8' i I rrtl~./ o ~ ~ ~ ~Y i/ ~ I~>i.r,j ~~'°s:,~ ; ~ ~ u i l f III ~`~Qg ~ '?6 ~ , / - - ? /A 1 ~ ,1 x / i n ~ i " / 2. MINIMUM CLEARING AND GRADING ARE REQUIRED. ~ z
L 10 N 58 45 48 E r 85.9 I ~.--1 , ~ ~ ~ ; , / \ - \ , % / / 'Y I ~ u~ i ~i / ,4 ' 1 / ~ ~ 69 X26 x S ~ ~ / ~ ~ ~ /"V iA ~ . I ~ A\// ~ / iC ~ ~V ~ ~ ; Vii'' ~~1 L 11 N 28 8 35 E 5 .01 . ~ ' ri~ - 3. SPILLWAY DETAIL SHOWN IN SPECIFICATIONS (PERMIT ~ ~ ; ~ j AREA ®18: 74,493 SF APPLICATION) IS TO SHOW GENERAL REQUIREMENTS, A ~ o
ca ' , ~'T~ ~ x is , ,r~i// L 12 N 23'09 13 E 14 .06 r ~ - , , ~ ~ ; ~ DIFFERENT TYPE SPILLWAY MAY BE USED PROVIDED THE ~ °
L 13 N 0215 37 W 12 .89 r ~ s, , , , ~ ~ ' CONTRACTOR SUBMITS A DRAWING OF SUCH FOR APPROVAL. ~ w
L14 N 02 09 57 E 100.64 ~ ~ i 2~; ~ , ~ ~ AREA ®20: 160,715 SF 4. PLACEMENT OF DREDGED MATERIAL IN THE INDICATED SPOIL ~ ~~i . ; , r,, ~ ,
L15 N 54'5400 E I 9 ,.34 ~ 0 ~~3 •a:;' ~ ;y s~ r~~ ~ ~ g ~ ~ / A / i ~ ~ ~ ~ , i 1 ''~ti ?A ~ 'fir , ~ ; ' ~ ~ ' % AREA SHALL BE CONTROLLED IN ACCORDANCE WITH THE W
S ~ / n L 16 N 8716 02 E 90~ 13 , ~ ,~t / \ i / ~ `y ' / ' ~ ~ REQUIREMENTS OF THE DIVISION OF COASTAL MANAGEMENT. z ~
L17 S 68'58 52 E ~ 10 54 1 I z ~ ~ AS 25 ~ ~ ~ ~ ~:.i' ~a.% ~ `.v, 1, , L18 N 150039E 118.4 ~ \ / ,f 2, , ~~/,,,r; DEPOSIT SHALL BE MADE ABOVE THE HWL. IN CONFINED AREAS w / r ~ ; / r AREA ®26: 382,705 SF SO AS TO ALLOW SOLIDS TO SETTLE WITHIN. DEPOSITS OR DISCHARGE z ~
L 19 N 19'54 29 E + 80.34 ~ ~ :'r / ~ ~ i \~,l ~ ~ v~' v , / ~ ti,~;~~/ r /
L24 N 30 5 0 33.2 ' ~ ~ %v % ~ Vii, !~`1 ~ ~ ~ BASIN DA 1 A SHALL NOT ALTER EXISTING DRAINAGE DITCHES, CANALS OR STORM ~j W w ~ ; DRAINS. ~
L21 N 44 51 15 W 308.1 \ , ~ ' , 5. ALL ELEVATIONS ARE NGVD 29. a ~ ~ x
L22 S 40 55 16 W 166.48 / ~ ~ ~ ~ \ ~ ~ - / , ; ';'.;'i 6. SPOIL ISLAND SHALL BE EXCAVATED TO CREATE THE DIKES/GERMS H ~ TOP OF DIKE = 26.00 AS SHOWN ON PLANS, CONTRACTOR IS TO UTILIZE EXISTING Z ~ a
3 S 5414 55 ~ W ~ 157.61 ^ t ~ :g x 's ~ , ; ; - . ~ - , _ TOPOGRAPHY TO MINIMIZE GRADING.
~ , . , 4 S 54'20 14 W 151.73 ~ ~ ~ ~ r;-- ~ , FLOOD POOL = 23.41 ~ 7. MAX SLOPE ON THE DIKES SHALL BE 1:1. 2:1 SLOPE PREFERRED. ~ ~
S 56'0824 W 146.20 ~ ~ ~3 ~ ,a , _ L2 S 55'04 43 W 68.98. ~ _ ~ v~ , i ~ ~ ~ ~ ~ ~ ~ r' , . _
/ ~ ~ r-~ I ` F~qT - 1 / . i G? ~ \ \ r l is i' / BOTTOM = 17.00 THE CONTRACTOR SHALL BE RESPONSIBLE FOR. MAINTAINING I A STABLE SIDESLOPE.
of / fl.. ~ p'G 8. A STOCKPILE AREA IS NOT NECESSARY PER THE DESIGN. BASIN VOLUME ELEV. 23.41 = 50,400 CU. YARDS ALL EXCAVATED AND DREDGE MATERIAL SHALL B~_
Wti qT/O ~ ~ ~ LJ ~ 2Q f\` ~y-`=`-`~~~ (t~---~~!~ ,i-'~`-':: ~ _ r' `^i ypJ~3GFFRl/y
~Z n ~ ~ w t -"1-`"~-_ 2 J 1 /M' , 1----_____!=~_i,,~~r .-:~"'s 1~ ,r i I FOGNUyO CONTAINED WITHIN THE 26' CONTOUR LINE INDICATED ON° PLANS.. ~ va~Na BASIN VOLUME ELEV. 21.58 = 36,000 CU. YARDS 1 , `
ZoQnc~ ~ ~ ~ - _ - - ~ 1 FROM INVERT TO TOP OF WEIR ~ ~i~~ ~ ?_00 ~
~~N ~ ~ ~ ~ _ - - - - --10--- - - - - s- - . ~ 11.5 OF ELEV. ®7®39
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- I - yo RECTANGULAR OR -STABILIZE AS REQUIRED BY ~~tlP~~ d,~~~ '5~~~'~ ~ ~S. MKB
r',. \ ~ - ~ _ lU~ HiG ~ ~ ~ y MAINTAIN 2' FREEBOARD CYLINDRICAL WEIR DIVISION OF COASTAL MANAGEMENT
- NS ?y F F (CONTRACTORS OPTION) CHK. NWA EL +25' PLAN DRWN. MKB
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' I' DIKE ~I OUTLET PIPE
OFN - SF , ~ , LIQUID SURFACE ~ i _ CONTRACTOR MUST ~ Q~~1 PROPERLY DISPOSE OF
F~FTgT - Oq, ~ - CLEAN OUT EXISTING DEBRIS I- EXISTING DAMAGED PIPE. ~ PREPARE FOR RE-USE -
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ROBERT H. GOSLEE.& ASSOCIATES, P.A. U~° ? LAND SURVEYORS - LAND PLANNERS TYPICAL WEIR DETAIL OF 9
513 CHESTNUT ST. WILMINGTON, NC 28401 4 NTS
[phone] EMAIL: rhgilm®bellsouth.net

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07039
DES. MKB
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100'-0" 100'-0" DATE 11/19/07
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DREDGE PIPE TO BE OFFSET 20'-0" AND ANCHORED 100' IN EITHER DIRECTION OFF OF THE WARREN BROTHER'S DOCK/OUTER PILINGS. R PILINGS. \~~~.~rESS1~••~~ Q
CONTRACTOR NOT TO RESTRICT ACCESS TO THE WARREN BROTHER'S PROPERTY.
23591
• • • • ~~(~~w~~A~~~i1(90~ A.I.W.W.
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WARREN BROTHERS PROPERTY- FINNS ISLAND C8
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TO COW CREEK CHANNEL SCALE 1/8" 1'-0" TO SPOIL SITE
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