18093_BEAUFORT COUNTY WATER DISTRICT IV - BATH TOWNSHIP_19970825

i
CAMA AND DREDGE AND FILL
GENERAL
0180. 93 _ i}
PERMIT
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 15A NCAC
/ o fApplicant NameJ",� � rrhone Number
r
City
Project Location (County, State Road, Water Body, etc
Type of Project Activity _
PROJECT DESCRIPTION
Pier (dock) length
Groin length
number
Bulkhead length
max. distance offshore
Basin, channel dimensions
cubic yards
Boat ramp dimensions
Other }-
State AI- r zip
r
SKETCH
s�
(SCALE
This permit is subject to compliance with this applications, site
drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine,
imprisonment or civil action; and may cause the permit to be-
come null and void.
This permit must be on the project site and accessible to the
permit officer when the project is inspected for compliance.
The applicant certifies by signing this permit that 1) this pro-
ject is consistent with the local land use plan and all local
ordinances, and 2) a written statement has been obtained from
adjacent riparian landowners certifying that they have no
objections to the proposed work.
attachments
In issuing this permit the State of North Carolina certifies that
this project is consistent with the North Carolina Coastal application fee
Management Program.
r
r
r "11,e )
applicant's signature
permit officer's signature
issuing date expiration date

c
A

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'L -
W
TEL 0
POWER
5.44
ROCK DRIVE
TV TEL
130
4.92 /
ROCK ORJVE
5.00 7
ROCK DRIVE TY
/ 4o R/W
SCHOONER POINT ROAD
/
2.32
I7 ASPHALT ROAD
TEL /
PROPOSED
3 PVC, SDR 21, 200 PSI WATER UNE
__ TEL p 5' MIN FROM EDGE OF ASPHALT ROAD
672
OROCK ORVE
5.20 .�
I23 SGHOONEA PO4lT Row �
OWNS I WORKS WrTH
/ WOODSTOCK REALTY Co
943 -3352
`Gt
CAMA AREA 16 FLOW �\
0.28
24" METAL DRA9l 7 t G/C
PROVIDE
RIP - RAP / GRAVEL FILTER
CHECK DAMS
DARDEN CREEK
AOPROPOSED
1 EA 4' GATE VALVE 8 BOX
I EA 4" . 3" TEE, PVC
I EA 4" . 2- REDUCER, PVC
I EA 2" GATE VALVE 8 BOX
2 EA 2" 45' BEND, PVC
OPROPOSED
I EA 3" 90' BEND, PVC
I EA 3" GATE VALVE 8 BOX
2 EA 3- 45' BEND, PVC
TEL Q
TV CJ
-- 4
0.00
® 2✓
30* INGRESS 8 EGRESS EASEMENT
J POWER
TEL I
17 ASPHALT ROAD
o cg)
TWO UNITS
CJ
SCALE P . 100'
MARCH 27, 1997
PROPOSED
2 EA 4" - 45' BEND, PV
i
' 43.16
_
18- METAL DRAIN, r
PROVIDE
RIP - RAP / GRAVE'.
A FLOW CHECK DAM
l
i
PROPOSED
2" PVC, SDR 21, 200 PSI WATER UNE
5' MIN FROM EDGE OF ASPHALT ROAD 1
I
V
C7 (I I
3.84
GATE ASPHALT ENDS
PROPOSED
I EA 2" 90' BEND, P
1 EA 2" BLOW - OFF
TEL I
1
,,J

-6, TO
•.S IDE CAST:.:;
TRENCH 18" 36"
To
24
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA

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PUNGO
CAMA AREA 15
BEAUFORT COUNTY WATER
DISTRICT V - PANTEGO TWP.
SCALE. r : loo•
MARCH 27. 1997
CREEK
tp o' i
CAMA
AREA 15
11
O
PROPOSED
I EA 2- 90' BEND. PVC
I EA 2- BLOW -OFF ASSEMBLti
PROP05ED
2- PVC. SDR 21. 200 PSI
WATER UNE
ab� o
I 1
* t I
PROPOSED
► EA 4" GATE VALVE 8 BOX
off
1
I EA
4-X4- TEE. PVC
`
IEA
4'X2" REDUCER PVC
` 1
1 EA
Z- GATE VALVE 6 BOX
I EA
4-X3' REDUCER PVC
I 1
I EA
3- GATE VALVE B BOX
PROPOSED
3- PVC. 5DR 21. 200 PSI
WATER LINE

6, TO
S ID E CA S T:.':
TRENCH 18" 36"
TO
24�
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA

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PUNGO CREEK
/SCALE I" ■ 100'
MARCH 27,1997
40.16
BUCK AMNDER 12.84 44.48 �
37.84 38.92 - 795 SMITH SHORE RD SEALE
GARAGE /STORAGE ❑
U
'/ ' T O
PROPOSED 39.64
1-1
O0 PROPOSED
4" PVC, SDR 21, 200 PSI WATER LINE a
® 00
5' MIN FROM EDGE OF ASPHALT ROAD ® FLO 41•eo 4slcN 4" PVC, SDR 21, 200 PSI WATEF
STATE MAINTENANCE ENDS 44.00
37.32
3 79.76
8.92 ROCK DRIVE 12• ROCK ROAD
ROCK DRIVE ROCK DRIVE ROCK DRIVE BARN 42.32
TEl I TEl A 0.00/ TEL
TEL R/W
a IT - "� _ M —
MATCH LINE
37.00 _. _ — NCSR 17 39 SMITH SHORE ROAD r-- o
I /
— -
am ASPHALT
i ASPfiALT ENDS 1j48 �30' R/W
R/W / / ROCK DRIVE
2o' ASPHALT
44.12
� GARAGE
60' R/W 41.12
<>
18' RCP DRAW. F i G/C P/P 2.28
PROVIDE V-16 43.00 BOAT
RODINSON GARAGI
RIP - RAP / GRAVEL FILTER
CHECK DAMS
t
CAMA AREA 14 /
SMITH SHORE ROAD —
nr11�,n rr onr w / r)IPT RnAr)

6' TO
ZST..'::
TRENCH 18.. 36"
TO
24�
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA

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Crossroa t / • e
-- °

/ v / /t U7
IF 4.36
13. 0.00
Iz' ROCK ROAD
/ 30' R/W
R 21, 200 PSI WATER LINE
/PROPOSED
2" PVC, SDR 21, 200 PSI WATER LINE\
O \
-� 2.09
TEL /
1.04 RT I BOX 290
POWER � �RT DRIVE /
JIM a SANDRA \
/ O STEVE
B / BALLENTINE \
2.40
ROCK DRIVE/ Ip
pqy� 12' \` �� CA FENCE
J ROCK ROAD
30' R/W /
I9 ROCK ROAD \ 3.00 II
CONC DRIVE
40' R/W C/L FENC _
PROPOSED
— 3" PVC, SDR 21 200 PSI WATER LINE TEL
PROPOSED
TEL I EA 2" 90' BEND, PVC \
I EA 2" BLOW - OFF ASSEMBLY IIICCC///
® 27.49
w TEL
i
LOT 7
3 /
I O' ROCK
24.00
\ 0.00
PROPOSED _ L 2?
4" PVC, SDR 21, 200 PSI WATER LINE
5' MIN FROM EDGE OF ASPHALT ROAD
r : o/c
FLOW /
LOW POINT
PROPOSED
I EA 4" GATE VALVE 8 BOX
I EA 4"■ 3" TEE, PVC
I EA 3" GATE VALVE 8 BOX
j"° 7
i 94
TEL /JF2
00
LOT I / PROPOSED
2 EA 4" GATE VALVE 8 BOX
`/ I EA 4" ■ 2" TEE, PVC
I EA 2" GATE VALVE 8 BOX
20' ASPHALT
27.64
36- CMP DRAIN, 2't 0/C
PROVIDE
RIP _ RAP / GRAVEL FILTER
CHECK DAMS
PROPOSED
WATER LINE TO BE INSTALLED
UNDER CMP DRAIN
NCSR 1769 SMITH SHORE ROAD
// 28.72
60' R/W
CAMA AREA @
PUNGO CREEK
w000
BUl1CHEAD
— 27.99 O 29.12
ND
CONC AREA
AROUDRAIN CONC /ROCK
DRIVE
TEL
30.44
Cll CREEDLE
RTIBOX
276
cl Y
FOR SALE
ASOF6-16-95
31.69
12' BLACK
PLASTIC DRAIP
31.24 n'
ROCK DRIVE II FLOW
TEL II / ROCK DRIVE
rrH
31.76
IS- RCP DRA11{ r >i o/c
PROVIDE
RIP -RAP /GRAVEL FILTER
CHECK DAMS
SCALE 1" • 100'
MARCH 2T, 1997

6' TO
.S IDE CAST:•'::
TRENCH18" 36"
TO
24�
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA

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3.60
15" METAL DRAIN. O' ! G/C
PROVIDE
IP - RAP / GRAVEL FILTER
CHECK DAMS
EC ROAD 2,92
D
2.64
16' CONC DRIVE
PROPOSED _
2" PVC, SDR 21,
200 PSI WATER LINE 77j
3.24
DOUG BARNES STORAGE
RT I BOX 320
o.e4
2r cooc DRIVE
TEL
jr.a
I I
2.28
IF
3.00
30' E
ROCK DRIVE
2.64
GARAGE
R/W
SR 176
II
I
III 4.00
4.09 RT I BOX 311
ROCK DRIVE
I
1fj. I FLOW
If TE
R/W
3.68
3' CONC
S/W3' COINC
I
142
3.80
1.44
ROCK DRIVE
2.94
1-1
- PRIVATE ROAD NO. 712
ROCK ROAD
PROPOSED
2 EA 4" GATE VALVE 8 BOX
I EA 4" x 2" TEE, PVC
I EA 2" GATE VALVE 8 BOX
I
TEL R/W
SMITH SHORE R
R/W
TEL
I f
FLow
33'
CANAL
L\L
OFLOW
TEL
W
'I
I
I I
II PRIVATE ROCK DRIVE
O I
CANAL
I I
2.32
OVER DRAIN
WA HENNES
I
6.84
RT I BOX 303
42' CMP DRAIN, 3. 1, G/C
LOT D
I
PROVIDE
FLOW
RIP - RAP ON DITCH SLOPES
PROPOSED
I
CAMA AREA
1
LOT F
I EA 2" 90' BEND, PVC
20' CONC
I EA 2" BLOW - OFF ASSEMBLY
DRIVE
I
26' R/W LOT E
'r
10' ROCK
TEL
(
u 1.72
TEL
3'O eTim.VC
IF
I
D
13't
13
POSED
1.60
SDR 21 200
PSI WATER LINE
ORAGE
,
LOT B I
LOT A
LOT C
7.6o
i
L\L
OFLOW
TEL
W
'I
I
I I
II PRIVATE ROCK DRIVE
O I
CANAL
10.00 /
TEL
\ 10.66
FARM PATH
PROPOSED
4" PVC, SDR 21, 200 PSI WATER LINE
5' MIN FROM EDGE OF ASPHALT ROAD
SCALE I" ■ 100'
MARCH 27, 1997
TEL
I I
INSTALL WATER LINE
OVER DRAIN
I
6.84
42' CMP DRAIN, 3. 1, G/C
PROVIDE
FLOW
RIP - RAP ON DITCH SLOPES
4
CAMA AREA
1
10.00 /
TEL
\ 10.66
FARM PATH
PROPOSED
4" PVC, SDR 21, 200 PSI WATER LINE
5' MIN FROM EDGE OF ASPHALT ROAD
SCALE I" ■ 100'
MARCH 27, 1997
TEL

6' YO
..SIDE CAST.-.'::
TRENCH18" 36"
TO
24�
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA

161.3
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1131 3.
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dill le G�4 S W A 11f P 3 )k � ',}3e I 1 Z •
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7
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r 711S Iald6"p
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i
4
4
b /
4 �(\
r
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s-_ • `-- 'V,L71-
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-_ __� �=�9 •�k �_`• —7!k � mit town°• 7 •'~ \5', ,�•v:..
4.
ctr
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- , ,1
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/ u ( ,I 'fit \• [�' S j `� r c! \
- ,�J r = SP,dyo�
U3Archbell ,L
I
Pt
Sullivan �Pt :� :� 1 • /�G�'OD -__° .'/. s �' _ -
_ ' ' ,\ V 3= 1�. '�� Deni • ' _ - - - - X 7
ng
•, \•
e
08
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.Ward
a Burbage �_ ;Foul
7..
1
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yq �� •,�\�CTSan�d}��Ql�_�\✓\Qc gr L• - - _Saye-
��lr •1 �iu l
Holly G ve CTeek-
e ° Ch %� 5
r /:'• 1116 `' oi., - ity
5rdn • • /
- Crossroad . n
••o r —s – – o • •� ��' " 7 •�d
X r

3.92
24'CONC pRry6
3.36
1-�
ST
az:,S3DR4cE
IVE
x•32
8.00
ww HOUSE)
ROCK ORS
OpELMA KEJS
EC8
�p 8.0p
/ IRT DRIVE
8.36
RT I BOX 161
8.32
8
C) C DRI VE
8.76
9.04
0
yROCK "
ROCKD6
DRIVE
988 F-1 Z
i,
9.32
CK / COMC 9.60
10.16 ^1 I
53- i l 10.04
ROCK
0D
*0FE
FENCE
j� tl-s2
11.72
RT 18OX aX5
1 12.20 12-.40 1
11.92 OURILE C CLqFtC
GARAGE = RT 18Ox 232
✓ RpCK
t2.60 28' CONCDR11.32 NE
"ps
RT I BOX 234 12.88 BOAT
SH
"'L7 Epes j�EJLTER
13.60
CANAL
SCALE r' ■ loo'
MARCH 27, 1997
PRIVA7-E ASP
(HUB'S REC ROA E DAD
PROPOSED
4' PVC, SDR 2l, 200 PSI WATER UNE
5' MIN FROM EDGE OF ASPHALT ROAD
PUNS EEK
PROPOSED
I EA 4. x
2' T
EA 4" PLUG EE
l VC
EA 2" BLOW.- OFF.
SS
EMg
CgM,q 4RE,4

6' TO
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA

9 Aa. Chpj
D I s m A L
1721
A. C.ywd
1111
JAIL
-R P.O.
ml
i.
LUL
%- (W'> P A N
PANTMO
C itsJM W A M p 35*33
'o"w(
10
ti
No
4llu Im
0 11.Q14
24
a -KIM LM St. MOW (3CXL
MOW
17L,
S IV A
dim %DELHAVEN
r01` ].170
2
1421
Jill
h— LW -
r 01 ito
0
lilt WATERWAY
R
- 21-"tjL U
1 4 t
mo
lilt
UA1 6
2.i
i's
1741
1229 ILLP
Mw soh
doh L+
ty"
C
Sid—y 171t L? -I'
IATM I A C X S 0 N
por.20
3.1
IZI-7
S W A m p 1117 Illi, T' 1~' / I
Irk 99 f Cr
IM Ull J.'da"
1111 U -L?') 4,.;v "
76 R—An' 1744

-t d mit town*, \ -
571.
2.
.i3/11 3 Archbell
�Pt-
—
w, x
_•__3 ,.• 1` ° 'P.itl'hg �� l'�.YO"1 I .. _ / 1u/
.6.
Ward
I r.. :Pile `
Burb Pt :Foul
oul _
iittl�6 ° x2
/ s
/ .;'..� /J•' SanaY 3 e
✓Q �, S¢9 \
•-I.andiA �'
�.HollyGrve Creek
/ p
o,
- Srdney.� .'.
T - Crossroa�l5

PROPOSED
4" PVC, SDR 21, 200 PSI WATER UNE
O
t NCSR 1752 HUB'S REC ROAD
PROPOSED
6" PVC, SDR 21, 200 PSI WG
.44 CAMA AREA O
1
30' CAIP DRAW, f i G/C
PROVIOVI
DE
RIP - RAP / GRAVEL FILTER
CHECK DAMS
60' R/W
R/W
NCSR 1753 HUB'S REC ROAD
W
R/W
TEL
FLOW
2PROPOSED
15' ASPHALL T DRIVE
4 0 --as
PVC, SDR 21, 200 PSI WATER LINE
0#040
16' ASPHALT DRIVE GARAGE ❑ 5' MIN FROM EDGE OF ASPHALT ROAD
4.60
T HEADWALL
1-76
GLAYDE 8 NELWA UNTON
0.20 RT I BOX
352
PROPOSED
I EA 6" x 4" REDUCER, DI
I EA 4" GATE VALVE 8 BOX
PUNGO CREEK

-6, TO
:..S10ECAST:.:::
TRENCH 18.. 36"
TO
24�
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA

In,b A— abp.l
111]
LMRo a r.o. t'
uv s'w'
AS
+ L"I 1 - /
JIM
y ti
D 1 S M A L
on qtr
6
G
jA,
shw
LUQ \ a.
1 A �Ii
Llt4
JUL
uu uu y Lou P A N T E G 0
Illi b ice. O."Al
LLIZ b '� \ Wi4irab
i.rra C.11 LOUP WIEGO
Isn ror. rl] S W A At P ( ,S•]3' �.
1 1711 t' :: :?a.,�� _ 5�1,►.t�
C..,,pW l/1. .0 AO
Ila
v Uip
�
C1M4 J �
Metod,�li r"r .t s t� i \?
u1L lZii 119] Im L
364 SI. AUll.r Ci. qJ -• �.
1.9 Yu
e dim tBELHAVEN 9 p ink
POP 2..430
1 I ,' •%��
t.t e. m b 9
174E
1{t7 }... 2e4
S.
lilt ps.t \lz-Lvi"1 1 Nba
Ck
lot
.�.:•.....::':i
1771 11 Lt JA 99 .`;"rw$r�
lNTRACOASTAL WATERWAY
Liu •• a ` � ��__cccc_
:1 e.d-iln y.a1..vY1. •.y. s.:r.aa " " p. (J N C R
t till ® ; in �1
MR
tt ] \ IZ7L It11
LW
77t ! u , � Lrus
R l
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w !L1 ].o lad ' �1 n 3.7 s.,l
l?7L IM t- ry � � J
Jul sldryrlt VIP L 1 Ci !S \ C
r
1,7 _ 1Z21 c l
1 �I rLAM ?. ! A C K S O N
s
L' WM.A.adrill. °
12147
719 i; ,j�° c'}4 S W A M P 3 �� \ 7' J ',►:i I ( Z
L77 lZ7_, j• - J
.Jul � •�99 6Lr110 l9rdo Cf.
] 1711

-Z
mit town
~� }af. :t 1�.'. •o _ •.110 /` -
y� -
6 •'
Ob
cr
Pt
QT, 'tea �� 1 r ; / i >'te7� Arch .1 1
Pt
\
' ''_ - .�•"''_ \\ i _ -``mss_^ij• � .� � �t _ - '. \ •, J - '�.
an 4
sulliv
r5 4� �vl-•.
7 tr -
'a
.N.
r� -
.aIle -
h Burbag
— - . Pt ; Foul
. Gut X7
.46
• 'i •° �� Ory o• - �5. .. X6 •xax _ _ . +� ��+' _ - r r.
G �ry •. Viand 3 ✓Q / 1��� I.
age
I
Zj
rQv_e`�CTeGO a 5�
:=; ;' ;'• 17181 °,,• y \ p��ss�
!� dney-
_Crossroatt
• _ _ _ e o 7 a

60' R/W
R/W
PROPOSED MARGARET B. CORDON
MARGARET B. CORDON 100 LF CREEK CROSSING WIT
6" DI PIPE, CLASS 360,
BALL JOINT
PR VIDE
6R P OSC. SDR 21, 200 PSI / ��// RIP -RAP ON
WATER LINE —�
CAMA AREA
BEAUFORT COUNTY WATER
DISTRICT V - PANTEGO TWP.
SCALES: I" a 40' HORIZONTAL I" ■ 6' VERTICAL
MARCH 27. 1997
4'
TOP OF WATER .1.45'
AT 1.30 PM
DEC/26/9
///�`i/
TWO 60"
WIDE BOX
- CULVERTS
—EDGE OF PAVEMENT
GROUND ABOVE .
WATER LINE
PROPOSED
6" PVC, SDR 21, 200 PSI
WATER LINE
PROPOSED
100 LF CREEK CROSSING WITH
6" DI PIPE, CLASS 350
BALL JOINT
BM ■ CGS "Y 164"
ELEVATION ■ 3.55'
0EX
DX
I PSI

\ W � +''- --"'- .r _ �-•+- _. -_ :�s. _ .:y -- ice- ••�. -_
It
41
1711
i4
�Miqltowno. _ �•: -
s
LI
AV c*1
em
. may`{ � ^4 � . it i d - `� _ - � r ..r .y�•'
�.-
'e 6'
I _ _4 41
Cadyit
iC) ` •�� �; \ ° • • o� \;% / O -
._
Cr r 'sPad4-
-�` yJa� • r/. + Pt
\25— r"� '�" WI 1rArchbell
..1 tl \.. -• J.- X + _ _ - is r Pt
Sullivan Ptd. y'`�a ��;-,1;/13-=�•_ Z ^ M / s _-� _ s
ep
Ward
Bu��r�bage ,� ;Foul
�•_
3_
6
i
r� r
Pe axid
`"� '-• , %� �\ n � `ls� �k •
_ - -
Holly Gr� C r eek,
� o
XB ej
Ch 0 5
.• V
1718'
78
;:: _ Crossroatt

HURLEY EBORNVERENA M. PAUL
FLOW
TRIBUTARY TO
II
BRIDGE CREEK
R/W -- -- R/W —_
5"WX4 H
19.5' BOX COLVE7RT
INV I W 1.-24J
W V IEI.-293
3
¢ Je TBM — —
41 _•_ _. _ — — NC 99
0
3 8.J9 8.J4 8.20 0.14 5,04 4.99 0.01 8.11 5.23 8.01 0.78 0.e7 8.93 8.95 D.96
O
lD
LIMIT OF WETLAND 36' 30.1' FROM (,, NC 99 TO PROPOSED
W END OF WING WALL 6" PVC, SDR 21, 200 PSI •4
. 4.e 3 y o VEGETATION z76 WATER LINE a.s
. .. ..... .. . . .. ... EROSION 38 W
• 3.0 3.0 _ _ -
- •• 1.7 .* 2.7 R/w
R/ W L� .0
Le
- I
PROPOSED Le 1.5 La sa _I,o -0.7 VERENA M PAUL
6" PVC, SDR 21, 200 PSI —
WATER LINE _ _
PROPOSED EASEMENT —T �— PROPOSED EASEMENT
PROPOSED I
80 LF CREEK CROSSING WITH
6" DI PIPE. CLASS 350
LEE THOMAS SPENCER BOLTLESS RESTRAINED JOINT
EDGE OF PAVEMENT
8///��
I TOP OF WATER GROUND ABOVE
4 — //` '�%��� Fes ----WETLAND VEGETATION �1 K* • 2_7a' . I.OB' AT 10:45 AM WATER LINE
I DEC/26/96
PROVIDE _ 0
0 • BOX RIP -RAP ON
//�' BANK SLOPE
CULVERT PROPOSED
-2 _ �/ til' 6 6" PVC. SDR 21. 200 PSI
.�` WATER LINE
CAMA AREA 7
BEAUFORT COUNTY WATER 4' MINIMUM
-6 — DISTRICT V - PANTEGO TWP.
e — SCALES: I" a 30' HORIZONTAL I" ■ 6' VERTICAL
MARCH 27, 1997
-lo —
PROPOSED
80 LF CREEK CROSSING WITH
6" DI PIPE, CLASS 350
• arrTnAl"lP .IFIMT
TBM ■ t, NC 99 AT CULVERT
ELEVATION ■ 5.38
SOURCE ■ Y-164

--- I, ° _-fes �` �_•r _-^' - _ _ -'� - ^ T -+
11 It
1711
c- _ 3
EK
z _ ..._ +•_ _ �`
mit tOwV 5 .
} s:. C- it :� , r - :i,'g• ••t�:k; - e ". 6 X r li
-
-y — -
i 15 _
I Cady (C)S.
0
Az M ( Pt
[1.3
-Archbell
_ .. •'� i - ` =-_.� �-`I'1`�'-.N—
P,
r \. \ \ � .�_ dye•-�
T- _ -.•a Irv`%:♦ �� r 6'
Sullivan Pt
\ ms 7
Pike -_
h Bvrbape Pt, Foul
•o d
x6
I41.�C � • J `-�1- 1 S - •J
and S
a
e
_ D
a n r - - .
'F
!1� 5'•-� •h
.HollyCive CTeek - o _
e e Chi
"
i
C1718)
I
1 -
a
711
•
.. do
Crossro
7 k
DK
V
L - -. - !L-.._ ,r _ _ .lam _._ ._ — • '> -- - __ _- ,,,_�.. - - �—„-__ - _I

CHARLES 0. BOYETTE
R/W
W—}
R/W
PROPOSED
6" PVC, SDR 21, 200 PSI
WATER LINE
19.5'
SMITH .CREEK
25.5' FLOW
CHARLES 0. BOYETTE 60'
R/W
_7.18 r7.26 7.19' 16.
16.6' 76' T NC 99
22' BRIDGE .d
722 726 726 + _�
r �
n n �
a ry�y 2.3 0" Y O o
1 M* O r { r {
— — R/W
PROPOSED
160 LF CREEK CROSSING WITH
6" DI PIPE, CLASS 350, PROPOSED
BALL JOINT 6" PVC, SDR 21, 200 PSI
WATER LINE
CHARLES 0. B.OYETTE
PROPOSED
6" PVC, SDR 21.200 PSI
WATER LINE
CAMA AREA
BEAUFORT COUNTY WATER
DISTRICT V - PANTEGO TWP.
SCALES: I" - 30' HORIZONTAL I" d0 -VERTICAL
MARCH 27, 1997
i
TOP OF WATER , 0.46'
DEC
/20/96
T 10:00 AM 6.8'
PROVIDE
ay
RIP -RAP
ON BANK
4'
LEE THOMAS SPENCER
EDGE OF PAVEMENT
OF BRIDGE DECK
i%7�/7•
=111 GROUND ABOVE
11_ WATER LINE
L PROPOSED
6" PVC, SDR 21, 200 PSI
WATER LINE
160 LF CREEK CROSSING WITH
6" DI PIPE, CLASS 350 BALL JOINT
BM ■ NCGS Z-164
ELEVATION ■ 7.17'
0

L -v A.- O1op•I
D ( S M A L
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llli
Im
ti
s
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lilz
^7 Ulf
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a
lf11 S.6d•A
illi
111 -
1112 '� n P A N T E Q 0
Ilii
Gpy;oed t W OkYnon
LlII b THra C.4 '� .
^\ rANTIGO
ua ror. Tls S W A M P
1111 o
YN• 1,1•
IMy
' Im t,.d,.In.
�. > r.::
' us2 179b � 1✓ Y-. �
Ill,- 1711 „o, ,�
TITf ]61 N. MRMY OT. tit
li
p 99 17U
S {y A o M P�c31Ly1 .AELHAVEN v
b ror. 2,000LOU or
ml
64
Im2" s.
`� ¢tet• � Y'�•^ � '� � No.+tad `��
OLS J.i
J.1 Y O � a ---SUM• ►a:,1
y 1
133f \� I' P0 9v WATERWAY
INTRACOASTAL
11 ]&To_ 6.d.,i1h Ywe.^m•.7;• s:Te+� P U N C
1141 , . t,,;,.
y 171
1 0 Q1 171 a '-v----
.3 f I
1135
o_.•.m ►err
Ar
i� i
b
IMIL
, ,(—
o�, li b
x 1.6 t
y w r.T l.o lacll 1190 ,1 l.t• 1Z71. yah ro'wd•I
L 1711
'=! OATH �e I A C K S O N v O e
•�• !ri
.1 L• Wln.e.OMiu.
\ .I ./ 1711 vg Z
e -
\'
S W A M P
^ Vi1 Qt' "•'e
v
— ILli cl
I•ll .II_ii IIlfi Idon \ (I
') � 1711 . ,-y A
l0 1 ..
no n Z 1 poroomvill•
�
4 � n

1711 �/ _,- �.. _r -�+ _- +"' -�•�� +�• •`-r = _- �• _ 9
-----L _ �\ .. ..�-.`•_.`_ -fit-_ _ ••__y +-_� _-!�p' '• =F
---r-__ 1651
mit town*.
6X€
-{= '� -�,. � i ` t '' •`- .. _tet - , -
41
Ir X3
_-� _ � est � '•l. � S � _ _ � � /
Cady (C)
�'_ �2� • Cr
'S 8dyQ
oAz'M 1 \� r. '
�^
�y /
•..
3 .
• /��
ArehbePt
ll
Sul�iva rPt.� :a T%z M �, --_� /• s t(. 5
`'. \ = s :3za n•
?y x7
99
\ e ' Ward Pike • �.-
a Burbage "..� :Foul
/ _ �e _ p_>-.• sic _ - w .. _' __ _
`• a �:;,,..:. -.> 1 _ _ '-2 _ _- -
.� !�
6
Pe
I�S-7 eek• �` :Jy _ _ _ — _ ,Cup
ve C r o s
y;; x g °
ch)
1718
n 78
- Crossroa�
c r n
's a it
z
` \ H

3
Ix
TER LINE
I �
I �
t NCSR 1716 FOREMAN LANE
3 CAMA AREA 5❑
60' R/W
'C�
❑ 5.116 , I
0 TEL
W
® ASPHALT LDT
CONC'
❑. ;,
GAS
A AREA
\\�
4.60
TANK
® G
Q
BEE
CEE EB
I
4.96
NAFtINA,
I
a
.80 4.96 I
F]7.04
I I 7.60
5.56
ROCK DRIVE
4.96 ❑
T
1:1 O
7.08
SCALE 1" • 100'
MARCH 27. 1997
CANAL
CEE BE£`1 20' ASPHALT
PICNIC AREA
NC 99 HIGHWAY
❑ PROPOSED z
8.24 9A2 6" PVC. SDR 24 200 PSI WATER LINE
5' MIN FROM EDGE OF ASPHALT ROAD
/771
BOAT SHELTERS
O T T
❑ a
8.88 9.64
TEL
PROPOSED
I EA 6" GATE VALVE 8 BOX
SMITH CREEK

6, TO
S10ECAST.
•'::
TRENCH 181. 36"
TO
24�
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA

// .S -ice. — — !f. _ '�• .,+y _ _ -- � f, �'_
Ir 4 \ _� f. t-_-•. .11. _.i yam•''./ - ?t-_ -�_•I -'_ _ _� ... �_ _ ,t -_ __
1711 I ~•� -• - _ _ ", 9
- �•'=_�`- e _ T: __ '*_ mit town° /
�._-}_-. ..'y.—.r:-. �.c)': .•t.�� ` - ei / Vii: _
' X// -�-•s+ �.A .r »ri y,.,t„::.li'...• 4 Llr - 'Y i •° C _ -� .�, _ YdLe �1�.
rr
,'a 7 J•�� �_ = rte'; / \ - /
Xj
Cady (C) ; �/ `. e r ` 5, s •\ Q /� —
moi' Y' � f ' \ • ��• Q' �7' •'/.
c It
pAz 1 1 r,
fl
Archbell
13
. - .. L.t�/i\ r \.. '/p X `�,` __�__-"%��a .` :.� r•rL7"'� - ��, `�\. \ r-S-�._ •_il.•�-yc
rg
/ Sullivan �Pt�- 5 42 7
�� T�-�',��•__.... 4 `' r.'�'=s 5 _
x
3 0
'S _Ward .:Pile
h Burbaye ` Pt -Foul
- a
s Gut _ X2
4a ° `Sand 3 ✓r" l�W'I• S�S
•HoUY ve CT 07 --
ch e r
78
neye
Crossroa�5
o\ a7 /n
7
_ a ,
x -

PUNGO CREEK
NOTE :
TELEPHONE LINES
HANGING FROM BRIDGE
FIBER OPTIC
TELEPHONE
24'
R/W
R/W
0.00
PUNGO CREEK
CONCRETE BRIDGE
PUNGO CREEK
1
VVTEL
ir
P/P
PROPOSED
4" PVC. SDR 21, 200 PSI WATER LINE
SCALE I" . 100'
MARCH 27, 1997
CAMA AREA 4
t NCSR 1716 FOREMAN LANE
60'R/
7.3
NC 99 HIGHWAY - -
5+
w
I
PROPOSED
6" PVC, SDR 21, 200 PSI WATER LINE
5' MIN FROM EDGE OF ASPHALT ROAD
ASPHALT DRNE
ASPHALT LOT l
3.00 0
ROCK DRIVE El ©
GAS COfJC AREA
4,60 TAMC ..
°1 1 -
TEL
6.00
------F 4.96 CEE BEE
� MANNA I a
I I I
3.90 4.96 F -1I I 7.60
7.01
4.96 5.56 ROCK DRNE
� 1.20 2.00
PROPOSED
4 EA 6" GATE VALVE 8 BOX T
I EA 6" x G" TEE, DI a
I EA 6" PLUG, DI
I EA FIRE HYDRANT. 4 1/2"
T.oe

6' TO
:'.SIDECAST.-
TRENCH18" 36"
TO
24
WIDE
PIPE
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA