18091_BEAUFORT COUNTY WATER DISTRICT IV - BATH TOWNSHIP_19970825

CAMA AND DREDGE AND FILL ��� _ L
GENERAL
PERMIT
as authorized by the State of North Carolina
Department of Environment, Health, and Natural Resources and the Coastal Resources Commission
in anareaof environmental concern pursuant to 15A NNCAC
Applicant Name Phone Number /
Address
City r.� State '{,' G - Zip
Project Location (County, State Road, Water Body, etc.) �a-� �'`�'' l �' `�"°'zT-7—��
Type of Project Activity
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.
or
f„4,...:� Cis:: tY C6 �iiR i. r D/;7
applicant's signatutee•
M1,
permit officer's signature
issuing date expiration date
I�...
attachments
In issuing this permit the State of North Carolina certifies that���
this project is consistent with the North Carolina Coastal application fee_Tffj
Management Program.

31
G.Ylwd
Wilk*
Tana C i*1 . PANTEGO
1332 —11, .7 L414 LUI Ills s W A M P
19 ,ID
WON.
DIA
'Do A— .4
JIM- 4 Mm 40
IAI
ULIL 24
I- Wall a264 SAI. MJMPW Col, i
Las tf! & °o
A m p 1.9
I BELHAVEN
POP. 2,.30 264
t*
Silt L492 21 b
Lot umm
90) Im
119-7•1-6u ILI L
7 -. 1.2 POW
,#a OLS 13
4
INMACOASTAL WA MR WA Y
1410 U
1.4 U N G 0
.7 I7U
.3
C—d. JIM
.6 %) IL42 0—Poky
3 5'30'
U41
Chrkfi— Ch. A
I's
ILIL Inc
9 a A 2.4 lack
!"I I ­ 17QQ 3.7 UA Oack
p"'.
Si d—Y
W%R. Un
JLA LL.-I V 3
NMI A C X S 0 N
POP.30
P.7
S W A JW P LIzu 4
M
A im in, C1
b Jordon
0 3.6
LA 9- tL41 I-t-9. C�ck 10 Z IA
vus
ovwd� .1 Ch'imi
Izu N -f"
in? Pk"
LIM 1732 LM
3w
Waco" POW
2
Wad. Ft.
P.
I P's Pow
Vr 304 im

PCS PHOSPHATE COMPANY, INC,
PCS PHOSPHATE COMPANY, INC.
DUCK CREEK
60' WIDE R/W
R/W
— —
— — —,—R/W
FLOW
i
WOOD BRIDGE
20.6'
i
18.r
` 625 6,23 `
- _ - NCSR 1358
52.5'
NCSR 1358 - - -
5.87
N5.2 5.41 5.53 6.68 5.80
15.96
622
623 625 627 626
♦ # 4
626
626
16.30 6.47 6.76 6,96 7.15 7.40 7,68
5,4
6.1
W 4.9 4A
19.9'
2a'
6.8 7.3
196.
S.1 5,6 5.5 #
e.1
5.4
52 2,3 -0.4 -0.8 -3.1 -3.1
-0.4 u
5.4 ♦ Vi
4.7
R/W
— R/W
PROPOSED
PROPOSED
PROPOSED
I EA 6" GATE VALV 8 BOX
140 LF CREEK CROSSING WITH
I EA 6" GATE VALVE 8 BOX
PROPOSED
6" DIP, CLASS 350
PROPOSED
6" PVC, SDR 21, 00 PSI WATER LINE
BALL JOINT
6" PVC, SDR 21, 200 PSI WATER LINE
PCS PHOSPHATE COMPANY, INC.
PCS PHOSPHATE COMPANY, INC,
TOP OF BRIDGE DECK EDGE OF PAVEMENT
7
6
TOP OF WATER
\
5 —
e 2.10' (q-O 10:30 AM
`� `�
4
PROVIDE
4.1T' DEC/13/96
PROVIDE GROUND ABOVE WATER LINE
3
RIP - RAP
RIP - RAP
2
ON CREEK SLOPES
ON CREEK SLOPES
I
—
I
0 —
PROPOSED
azo' %
PROPOSEp — 0
-1 —
6" PVC, SDR 21. 200 PSI WATER UNE
��
/1`
6" PVC, SDR 21 200 PSI WATER LINE
-2 -
CAMA AREA
-3 —
PROPOSED
-4
140 LF CREEK CROSSING WITH 6" DUCTILE IRON PIPE
-5
CLASS 350, BALL JOINT
BEAUFORT COUNTY WATER
4' MIN
-6 -
DISTRICT IV - BATH TWP,
-7
(9 TBM a NAIL IN POWER POLE
SCALES: I" ■ 30' HORIZONTAL I" e 6' VERTICAL
ASSUMED ELEVATION a 5.00'
JUNE 5, 1997

1lIZ b " G.y1wd ^ — + ! Wilkk-- ? 't r�
C
l.ne w PAN11
off,„ r 1111 POP 13
3 S W A AI P
] S'
lPi Awo t9 �,o T 1911 - 1111-
1. 7, ` t.a c rn•'• -till 1H9_ S
137r f
fl1.I1
•
�ffl LD S 1 Mliodl�S1L IAr ,1^ U..k
1 i ?
17N 1Z91 im
111a~ .• `p � � rr .t. ` q0
A o M P �•
11Zt C'=BELHAVEN 7
' n lia yr
for. 2.— '1 2e4 LM U
.,D t
"�, �� 1 •► C^v4 ti?,1 WS .� __„fat
1 1
f.o{ 1f� F?:." N,1"n.^�,fi�, 7M 17p1 1Ir
il9.1 1971 7e4
fa n Ito, ` L•91 1211 l'! - 9 r 11H—o.A Jo
i t.7 Lin . Os .. _ v., e _
tpf 1r91 f Fr..q
im
f \�
! it `` ...... .r
�1 199E Ilit y�� �0 9r , ...... : WA_T�__R_H'A_Y
19? 991 . �� , INTRACOASTAL _ cp c : _ ❑r __ _ i _
It �� ► MMf Y..,"l.'.y. --
Jl!ly , 4f ti .7 ,.. , , w sir"'"" P U N C
19,,-�_---.
114t
ea '_ [w.•na _d.
fAr a
J, IS11 ] 17iL GQ-�� C. ; o•...x. ►.a,.t
IZ
At
w !od
n 1Lil ].o fy _ 7.7 s.a .fod
Lim JZii '� lilt ►.law _
t\)
/ wlrl.pawl -tali IJIL. r - _p/s Sid—y * f19. LJr 1 1 �
1i14 i° `C
1Z w J fin uM ? 1 A C K S 0 N
Lill !li� �4 'R'4 S W A M P
Cr.
/ 1
Ill' v Sl!£ lorden
la lilt a lilt -��1 1 0).A Ra..omvilf. a"
4e
f iUr .1 1L tt11 ewlfoo. Cr.•ar..dr 'DMe
Z
0wrdf of Onisi Y > t \
QU
92
o..y ►.a L 1
LM
laz
f� It li4f LJl1,-. \ i \:1�W.d.a P.W
R
/ 1.9 1224 t
a
I w.d. h. \
t: V
_ Il..dy 7
M.rfd CIA I� f\
.a ll
i

G.B. ELLIOTT JR.
HILMA ELLIOTT
R/W
I
1
t NCSR 1339
7� 728 7.p6 6,66 6.62
710 8.6 6.3
W 5,4
♦ 52
R/w -T—
I —
PROPOSED I
8" PVC, SDR 21, 200 PSI WATER LINE —
6
7
6 —
5 —
3
2
O
MARIA SCZBOLCSI
PROPOSED
8- PVC, SDR 2L 200 PSI WATER LINE
PROPOSED
100 LF CREEK CROSSING WITH
8" DUCTILE IRON PIPE
CLASS 350, BALL JOINT
© TBM . SE END OF CONCRETE HEADWALL
ASSUMED ELEV.. 5.00
3,8
a
I/
I I FLOW 1
POLLY I N
BOYD RANDY GRAY MOORE
ANN MOORE
CANAL \
40'
72" CMP
n+v (w) . -230
I Ito
© TBM
INV (E) • -7-16
72- CMP
72" CMP
INV (•
INV lwl . -232
I I INV (E) E) • a,9095
INV (E) . _215
I 1 I
6.50
I I I I 24.8' 30.0'
I I I I I I 3.0
2 6 I I I I I I 2.9
♦ 2.4 -0.5 -I.I - 0.9 -2.3
-. 3' WIDE WETLAND
EASEMENT
---�-
TOP OF WATER c 2.12
1125 AM DEC.13.1996
72" CMP INV (W) --230—
PROVIDE
RIP - RAP
ON BANK
SLOPES
PROPOSED
100 LF CREEK CROSSING WITH
8"
8" DUCTILE IRON PIPE
CLASS 350, BALL JOINT
17
60'
WIDE
RAW
a, w
54
4,3
T4.9
8.7 oa
4= W a
`��♦
I
— — — — PROPOSED
8" PVC, SDR 2L 200 PSI WATER LINE
HORACE G. MOORE
WILMA W. MOORE
EDGE OF PAVEMENT
72' CMP INV (WI --2.32
... �.. , ::'., ••; ...: •:�.,' 72' CMP INV (W) • -2,14
.: WETLAND
.4 CONCRETE HEADWALL
:�. —0
PROPOSED
8" PVC. SDR 21, 20O PSI WATER LINE
4' MIN CAMA AREA
BEAUFORT COUNTY WATER
DISTRICT IV - BATH TWP.
SCALES: I" a 30' HORIZONTAL I" a 5' VERTICAL
JUNE 5, 1997

PAN"GO
it 'OP, 115 s W A
.-OA
,A ill 111 v
IL
11 Zp
Im
111.
Itif AM, PAP .2 24
Wally
364
ki
111Z Vp &
IM aEMAVEH
Lai 16A Uk
Liu 2"
Lao 1�04 i4ql LIAL J�j
lilt
to"
#02 oof
1.1 . . . . . .
INZ nTf�� R'A Y
,fig 1141� ,!NTRACOASrAL
It"
V..t.
0
Um .3 U N
1.4
Im t7ll
I—Oftc—od. im
2.4 e. f.r L tall in D.—h Po1n.
35*30'
IJAI
UAL
a. .1 jM7 ?, h
im 17
IZJL
3JaCA
.0
1799 ly im sw&
1314 - 7','- i -y-

ELSIE SULLIVAN
MARVIN L. BOYD
60' WIDE R/W
HARVEY CREEK
\
1/W
AERIAL POWER LINES-
28
AERIAL POWER LINES
17A'
+ 8.02
+ 0.02 8.02 +
NCSR 1339
7s
- - - -
BRIDGE
8. 9 8.45 8.34 824 8.19 8.0
8.07 9.07 6.04 6.04 8.07 8.07 8.07
8.06 8.07 8.00
8.02
9. r 8.6
W 74
19 TBM
+ +
+ son + 8.02
+ ,
8.01 +
192'
7.9 7.6
* 7.3 72
1
6.9
72 *
. 4.8
3.6 2.3 0.9 0.7 -1,3 -1.8 26 -1.9 O.8 2.2
-L +
4.9 5.0 5.6
R/W
-
PROPOSED
PROPOSED
8" PVC, SDR 21. 200 PSI WATER LINE
140 LF CREEK CROSSING WITH
8" DIP, CLASS 350
BALL JOINT
G.D. ELLIOTT, JR.
TOP OF BRIDGE DECK
GROUND ABOVE WATER LINE
PROVIDE
RIP -RAP
ON CREEK SLOPES
PROPOSED
8" PVC, SDR 21, 200 PSI WATER LINE
PROPOSED
140 LF CREEK CROSSING WITH 8" DUCTILE IRON PIPE
CLASS 350. BALL JOINT
TBM - N. E. CONCRETE WING WALL
ASSUMED ELEVATION 8.00'
R/W
Q6 8 3s 8.4,5
72 7.9 0.0
� W
R/W
PROPOSED
8" PVC, SDR 21, 200 PSI WATER LINE
MARVIN L. BOYD
EDGE OF PAVEMENT
TOP OF WATER
e 2.40' (-O 1:10 PM GROUND ABOVE WATER LINE,
DEC/13/96 ° 7
PROVIDE
SL RIP - RAP
ON CREEK SLOPES
L
PROPOSED
8" PVC, SDR 21, 200 PSI WATER LINE
0
1
CAMA AREA
4' MIN BEAUFORT COUNTY WATER
DISTRICT IV - BATH TWP.
SCALES: I" ■ 30' HORIZONTAL I" e 6' VERTICAL
JUNE 5, 1997

112 T.— C.: M A A Wild—, PANI-EGO
JJL4 A M p
law"
Im Im 17
1371 Inv An" 1" .2 C'"k
2
n ILL 14 Let IMC JLU Im
,if its
St. Mill., 0,
: 1w 127 m p b Lp 50
N BELKAYEN
LLIR ci
0
Lot
-0 171E
jill 0 P1*4
rFMQ v.P.0
Ing 171,
1w — 99
Ifn '2I ....
21 Palo All -----------
► ll.dkMflh . . . ,
j-V- IA" It, 1.4
%.1 1718
21
lw 1711 3S'30'
Chririan U. ZZ 1767
j-44" Lru Im
120 - 4 Inz
1211 9 •2.4
1"4 MI 30 Joc7
JLQ9 3
1`2
vvm.pclo 1U4 IM IT
JJ14 I
b 0- J A C K
.3.1 ED Wkf..d,Rl.
S W A M P
"14— Jul
Lu- _L41 ILU
I, R-1111
31 3.6 am
Q) Ing
ILUL 17-4 1-ba0. C)orneo
Ch-ch .1 Chrk;
VIA 2- Si 1LiJ Im zu
V-U
92
35*25'—
C—
Wad. ►Pokd
B.-h
Wad. h.
12 .7 'C IIPkd
R-dy
Ikonch Ck,
Mu

M.R. STANCIL
-:/ W - -
t NCSR 1742
9.54 9.50 9.43 9A7 SIM
I 4 I
9.4 9j2
9.1 0.9
♦ + 8.7
LV +
R/W -
PROPOSED
10" PVC, SDR 21. 200 PSI WATER LINE
THAD E. TANKARD, JR.
GROUND ABOVE WATER LINE
FLOW
ROLAND CREEK
26
9.62 + 9.56L
70.2' -----�
9.40 9.43 9.55 9.55 9A4 9,57 9.55 9.54 9.51 9,39 9.37
+ + + ♦ + +
f:��
9.46 + M
20.7'II'Ah19.3'
26' -L 7.1
7.1 g.7 6.1 4.9 3.3 -0.6 -2E
.7 -1.4 3.1 4.8 6.4 6 +
+r r� + ♦ ♦ + ♦ I+ +r� + r r * + I+ +
TOP OF BRIDGE DECK
PROVIDE
RIP - RAP -
CREEK SLOPES
PROPOSED
10" PVC, SDR 21. 200 PSI WATER LINE
PROPOSED
120 LF CREEK CROSSING WITH 10" DUCTILE IRON PIPE
CLASS 350. BALL JOINT
TBM = N.E. CORNER WHEEL GUARD
ASSUMED ELEVATION 10.00'
PROPOSED
120 LF CREEK CROSSING
10" DIP, CLASS 350
BALL JOINT
TOP OF WATER
■3.88,R2:15PM
DEC/13/96
5.7'
4' MIN
SWINDELL FARMS INC. 60' WIDE R/W
- - R/W
PROVIDE
- RIP - RAP
ON CREEK SLOPES
929
7.9
+
924 922 925 926
B.8 8.9
7.9 B.5
W
R/W
EOPOSED
0" PVC, SDR 21. 200 PSI WATER LINE
SWINDELL FARMS INC
EDGE OF PAVEMENT
GROUND ABOVE WATER LINE
PROPOSED
10" PVC, SDR 21, 200 PSI WATER LINE
- 0
CAMA AREA
BEAUFORT COUNTY WATER
DISTRICT IV - BATH TWP.
SCALES: r ■ 30' HORIZONTAL I" a 6' VERTICAL
JUNE 5, 1997

d •
LUZ b .. GoYla } W11k'sua. • '� r
i.rt. C.il ►AtMGO
ror. Iss S W A M p J
19 rx» l ltll loll
T. %. __ 7.. c .nr• lilt tilt
If7}• 71111 ? -
. 1c'.
17W
U14 ] UM Uli H#L 1707 im
!177k ]9 iti St. MM., CI. 1ULF }t
M' ,
M F,
17oa=IELHAVEN } _
l] o s
1710
;7 ]' S4l Y C 7 x t_,,
LR \ b
h t 1 Lift 'er4 Iko• . r`::�� wypolJ-
wi�'�w
47 1.7 ^ !Wto
. `7 .lto7 17.1 J/
I-91 d' CRC 11 t}• ` :` `r _
/ lit 'i; o ♦7
)1
�- 1Zu Za IlJJ , ].1_fNTRACOASTALWA•T6RW�Y
it fAIII
s"'"'°^ R U N
117 , !M s I.• 7 ! . 1ZSl U 17 /�^ / .� -- O
1711
I:74 121e
Za, 7.• 61 re} 6 174E
35'30'
I,I t714 �I172 7111 ' 1„ J � .
(Jrwl�a. Ca Liu
.124Z1319
A oILM
U•1 t .. Y 7.6
lLl ] o lack 14 7l so,"' and
o � Lif �1 ;t JIM reb,f .
�-
wh:l.pon liL tilt - Sfa..-
> , n im 1 1 s
�l7 6 ., 1rotlo c l A C !( 1723
S O N
J r
Lilt r ,'t, c lilt � ty
^ lilt 'O4 S u. • M p
in _ - V.ti JLll 1ti. •�~'
7 v
IL1 /
� l° !�-' U • 1 •o � V U JJIordaoG �
I t21 •\\ Ult t \ .L ]? 7.6 Ronwtn.3R.
1 H Oak _ �m� 121E .I 1 1L Rurb.g. C—ood, 1D Z 1.6 IL"\
7 O I
1 U O
rJ.trds of
\ \_
92
2o.aau
L3,
IuIF It 1
I
IIU
wed., ray
in) t
n 1
raf.Rco e.adl k
1 1.9 1Lt4 I `\
r' W.d. h.
rab t Y
R«ei 1su
uaao. 7
Slt
)ofi Log(
i _

60'
WIDE
R/W
I
R/W
_ - -
19.3'
MARY T. ORMOND BACK CREEK I
12-2 28.8'
r
9.54 9 62 9.49
13 6' 90
HAROLD B. ORMOND, SR.
HELEN ORMOND
t4 NC5R 1743
f
8.89
9.05 9.09 9.13 928
9.30
9.40
9,S3
9M 9A7
9.99 9.61 9.60 9.61
9.61 9.58
9.47 9.39 929
{
+ + +
+ +
8 8
8 6 8 8
0.7
23.7'
9.61
9.53
88-26.8
3 O
T9
W
i 3,S -09-20_3.0
+49 + + ♦
J.2 -22 -1.3
+
6.6
-0.3 125
j
♦a4.1
.O
+ + +
O.'S 4.4
PROPOSED
PROPOSED
8" PVC, SDR 11, 200 PSI WATER LINE
120 LF CREEK CROSSING WITH
8" DUCTILE IRON PIPE
TIMOTHY A. SANDERSON
CLASS 350, BALL JOINT
ALICE B, SANDERSON
10 -
9
TOP OF BRIDGE DECK
PROVIDE
RIP - RAP ON
CREEK SLOPES -
PROPOSED
8" PVC, 5DR 21, 200 PSI WATER LINE
PROPOSED
120 LF CREEK CROSSING WITH
8" DUCTILE IRON PIPE
CLASS 350. BALL JOINT
TSM . SE TOP OF CONCRETE WHEEL GUARD
ASSUMED ELEVATION . 10.00'
' TOP OF WATER
■ 029' (qj 12:32 PM
92' DEC/16/96
R/W
921
9.19
9.12
9.09
8.6
8A
8.1
8 3
♦
+
,lY
R/W
PROPOSED
8" PVC, SDR 21, 200 PSI WATER LINE
HAROLD B.ORMOND, SR.
HELEN ORMOND
F EDGE OF PAVEMENT
/ PROVIDE
RIP - RAP ON
CREEK SLOPES
GROUND ABOVE WATER LINE
0 L
PROPOSED
//- 8" PVC, SDR 21. 200 PSI WATER LINE
t4'MIN CAMA AREA 4
BEAUFORT COUNTY WATER
DISTRICT IV - BATH TWP.
SCALES: I" ■ 30' HORIZONTAL, I" ■ 6' VERTICAL

LOU ��d
POP. 185 S W A M p
35*.35'
to
If U
IDS Lt-
to Im Im
LUO Mliodr r,v 1 5
WC 24
rp it kill- Ra IM am
54. hwurl. 0, tit
go
I N Ll a? L2L? w m p Im ELHAVEN
2.430 of? Im
lot lot
JAIL 264 Im
IwiIw
Pko
Lox
Ito
I #9z Hit
!�TP4COASTAL WATERWAY .
--,L21 1610 I" - 1-jjLLiiLL Ia!3 LEO 1.4 wyls p U N G
.7
U-11
lilt
D.r— Pi,*
LUL
0.1.1— Ch z,
_17-4L
ID1 Im
IZIL ME
UAI 2.4
3.0 IQ- 27 d.6
12 5 7P..
Ila
si"y
j A C K S
K"0,20 0 N
3.1 ., Im
all I LM Tin lzl,.,
vv
In- 13 a 1, 1 IW ' Ina %
rd-"
10 LILP 'N. 3 P1onmn-ffjAM_ .6
2 Lm im Durboge C�
11311 Duck
Izat,
cl-oh of
tL44 ✓Im
92
Iz1 0 ..T
-It
4 1121
Jam
N.d- tow V
IF){ I Pl.
Jim
;.4
I-rit
fps ",Pw
306
till

MARGARET N. LEWIS
5.35
5.42 _
5.45
5.4 5.50
5.3 5.51
5.2
5.1
R/w
PROPOSED
6" PVC, SDR 21, 200 PSI WATER LINE
LEO ALLEN VENTERS A.T. VENTERS
TINA VENTERS
I
6 -
4 -
TBM %
��6 SANDBAG HEADWALL
JAMES 0. BOND, JR.
60" H K 96" W CONNIE MINGES BOND
ALUMINUM sD
GAR GUT INV (NE) - -2DRAIN.27' / R/w
/W
INV (SE) - -2.83/
5 5.42 5.36 5.33 529 5.3727 5,31 5.43 5.42 5.45
SANDBAG HEADWALL /� 26 5.1
/ 3.7 +
5.4
2.9 - 3.9
2.6
• 2(,)4 -2.9
PROPOSED
00 LF CREEK CROSSING WITH-- a
6" DUCTILE IRON PIPE
CLASS 350. BALL JOINT
PAK6X0 RIVER
TOP OF WATER - 1.54'
1:05 PM DEC 16. 1996 -
PROPOSED
3 - RIP - RAP ON /
2 - CREEK SLOPES �I
1 - 60 (H) It 96 (W
0 - ALUMINUM DRAIN
INV (SW) ■ -2.83
-1 -
PROPOSED
-2 -
6" PVC, SDR 21. 200 PSI WATER LINE-
-3
PROPOSED
-4 -
100 LF CREEK CROSSING WITH
-5 -
6" DUCTILE IRON PIPE
CLASS 350. BALL JOINT
-6 -
-7 -
-e -
-9 -
-10
TBM . NAIL IN POWER POLE
© ASSUMED ELEVATION . 5.00'
PROVIDE ''"
RIP - RAP ON
CREEK SLOPES
17.3'
(LNCSR 1746
5.42 5.41 5.47 5.59 5.73
4� 5.3 5.4 5.3
5.1
i• W
PROPOSED
6" PVC, SDR 21, 200 PSI WATER LINE
D.F. SLADE
EDGE OF PAVEMENT
GROUND ABOVE WATER LINE
-0
PROPOSED
G" PVC, SDR 21, 200 PSI WATER LINE
CAMA AREA
BEAUFORT COUNTY
WATER
DISTRICT IV - BATH TWP.
SCALES: I" ■ 30' HORIZONTAL,
I" ■ 6' VERTICAL
JUNE 5, 1997
R/W

6 , TO
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA

Wilki-- -? ✓
FA?MGO
ip 1421 im ALI POP 183 IV A Al p 35-35
In L
'A c 1411 ift#
Ulf
,A-
4
Ulf 1121 r,"k -8
AM' .2 5 24
2
110 wo" Ulf 7 UIL .3
Old i) Si. Mm., OL A
Ulz w A M P 1.0
BELHAYEN
pop. 3.4 30 fr.
b VA
Al- 1i41 3.1 26
4
lwi 1421 WS.
!--93 11--1 �tl �
F— Lha.
#QZ 01.
Ow QIA
At M91 INTRACOASTAL
WATER IVA I
-�o ------------ -----
ilia
yrl
If Y.0—AW:
A twf 3 1.4 Its -7 v
100 .3 Ly 1.
6 C �_
F,—Mc—ch Ulf
JAP
1z D—h PW
a
35*30'
<1
Ch'i.&. 0, 71 J 7AL
_U4-4 Vu
7-rl 1741 1 s UZI
0
JUll 1p IV
3.A —AO-* 1, -4
Sid—]
112, '?Jj
7. 1 A C K s 0 N
1, ti'
LI S W A N P im W1.0—d'AiN
un lia
I I VAL
LU4 •Lill
10 it
3nL 11 3.6
Im , 1 2 Itlt "-g- Cro„rood, 10 L6 V-"
ch—h f Ch'61,
it"
'4,
—y Pkw
_7 �2 e Im 5
V-1i
Wed. Nko
1121 2
D.-h
W.d.
.4
vx5
35 IDQt

VERA ODEN
100' WIDE It/W
R/W 1 ��
(L US 264- -
726 724 725 723
72
PROPOSED
12" PVC. SDR 21. 200 PSI WATER LINE
2.7 27 29 3.1 3.1
W
WETLANDS
VERA ODEN
TANKARD CREEK
1- -- 31.4'
JOHN H. ODEN, JR HEIRS
VERA ODEN
-- J
64.5'
7 6 727 727 7D2 7 s 7. 7 e 9 729 7,16 7 2 7.05 7.05 7J2 7.16
BM PROPOSED
3e•
38' 12" PVC, SDR 21, 200 PSI WATER LINE
3.0 y; e. _ `.5 - �0 -1.7 -5.1 3.4 +7 *4 «.d 42 W 4.7L
.1
�cJ
_ _ _R/W
AERIAL. POWER LINES
PROPOSED CONC PAW JOHN H. ODEN, JR HEIRS
100 LF CREEK CROSSING WITH VERA ODEN
12" DIP, CLASS 350
BALL JOINT
e —
7 —
6
PROVIDE
5
RIP - RAP
ON CREEK SLOPES
4 —
3 —
2 -
-
PROPOSED
7' (lt► - e' (W) Box cLILvm
0 —
12- PVC, SDR 2L 200 PSI WATER LINE
INV - 3.96'
-I —
_'L
7' 1}11 , 8' IW) Box CULVEF
INV . 4.Ir
-3 -
-4 -
-5
PROPOSED
-6
100 LF CREEK CROSSING WITH 12" DUCTILE IRON PIPE
-7
CLASS 350, BALL JOINT
BM - BEA - 5 / BRASS CAP TOP
OF CONC HEADWALL
-9
ELEVATION 5.82'
-10 —
4' MIN
EDGE OF PAVEMENT
PROVIDE
RIP - RAP
ON CREEK SLOPES
GROUND ABOVE WATER LINE
rMAR/24/97
WATER
2J5 PM
7' IH) - B' IW) BOX CULVERT
INV . 3.96' PROPOSED
12" PVC, SDR 2L 200 PSI WATER LINE
CAMA AREA 7
BEAUFORT COUNTY WATER
DISTRICT IV - BATH TWP.
SCALES: f' = 50' HORIZONTAL I" - 5' VERTICAL
JUNE 5, 1997
mil

_
i.— Cw
till Ella
itu
5
J
Acn
: J I1U 's
III.
to Wona /.►
If)♦
U11'_
At, I♦r ]
L}1i 17.♦ 1
ti If2!
s
\ `
1I)I `v.
�,' '
Im ,
S W Ao M P
^ s �
NI. 1f4f
Y 101
1.1
ie
' s�
�'
4R,It
♦
It"
9 It"
Iw}
"IA.7♦L
`ry
II .�
Iw1
lw7 11}L J.I lflf 1+•
lea
-
h« lAJon
®
14_
O
? IIQ! 1141
20 21 1610-
1Ls , 124E
!f44
LLL
__.• "• fv.r.ns C.s.eod.
♦ Ll1f
,
)wr
.I ♦ . y
w
LM
Qvwtl—O%.
IML I)
^
lIY 1}lt A
j,
X 1.6
1127 ♦ ♦ ..
"
i�I
Jac}
Il tl
ll•i ♦ 1LI
Opt} _
3.0
J111 �� 1L
I S
•I X _
whitepo.l UTA 111E
� •T
0^ Sid—Y
Lul
l u'—'
AIM s 1 A C 1( S
+f ror to
0 N
r
r.7 � C
1111
11L
- .i ' Lfi
li
to
� 1111
I }\ 2 �� 3.6
♦ J uU
\ I q l73}
R«uan.111.
In
_ I 11n .I ? 1L
II,.cA
ur 6bog. Cron d. •Y
I}f1
r
I SIIM
Chwch of III;,
°
L
\ rV
it I IM
rANTFGO—
ror. ns S W A M P 73•35'i
✓iY 4Q r 111 l..dville
I3}. UM4 1ZMa .6 64 1�2
a � 170E i'i St. I.VII.r Ch. ,�°
U3'IYa=BELHAVEN !
ror.1 A30 0 7+'mo
.i 25 b U
1a
r.. WS ]URI
Pw
a , /N TPACO_A_STAL WATERWAY
33•]a'
e \�
i,
ML � 1LM ` 6!
�t
w7..r+ad.m.
1147
1m..�M.
V /
Jardo^ h _
Ie Um \ `
tom)UAI
.N \ r.d \ -
_ G
'
•\lI>4 ili Wod.. ►oM y e
77 �\ \
ra.^soo ra.ed� ,
1.9 lid I •\
E \
R �\
rwol

60
WIDE
R/W
R/W
- - (NCSR 1343 -
10.04 10.02 9.96 9.89 9.61 9.51
16 I
9.6 1 -1 -
9.6
♦ ♦ 9.3
♦ 9.1
W
R/w
PROPOSED
6" PVC, SDR 21, 200 PSI WATER LINE
HATTIE L. BOYD
7.4
34'
6.6
INV 1 • 1.16 /� /�/ / w (S) . 1.06
9AO 9.79//9.90///9:g gg/ 995 997 993
4.5
C
993
-+-
6.6
990
6A
CE
R/W
10.09 IT I0z
I
9.4 9.7 9.6
W ♦
3 7 3.514.4 5.6
PROPOSE — — PROPOSED PROPOSED
I� 10' x 200' EASEMENT 6" PVC, SDR 21, 200 PSI WATER LINE
80 LF DITCH CROSSING WITH
6- DUCTILE IRON PIPE I JADE MOORE HOWERIN
CLASS 350, BOLTLESS RESTRAINED JOINT
TOP OF WATER = 5.05' EDGE OF PAVEMENT
10:50 AM APRIL 16, 1997----1
PROPOSED
6" PVC, SDR 21, 200 PSI WATER UNE
PROVIDE
RIP - RAP ON
DITCH SLOPES
96- CMP
1 (5) • 1.16
PROPOSED
80 LF DITCH CROSSING WITH
6" DUCTILE IRON PIPE. CLASS 350
BOLTLESS RESTRAINED JOINT
TOM . NAIL IN POWER POLE
v ASSUMED ELEVATION . 10.00
OVIDE
RIP - RAP ON
DITCH SLOPES �'-�"ram` �GROUND ABOVE WATER LINE
4.7' ��C�: %� ��'
Y
ate%
96- CMP
1 15) • 1.06 PROPOSED
6" PVC, SDR 21, 200 PSI WATER LINE
0
4' MIN
CAMA AREA
BEAUFORT COUNTY WATE
DISTRICT IV - BATH TWP. -
SCALES: I" e 30' HORIZONTAL, 1" - 5' VERTICAL
JUNE 5, 1997

T.rra C.7a 1/] IANTFGO
Isn, 142a ror.lu S W A M P
INl w A� IP f J 1421 _ UUL _� l _ _•73
Mt. '� f
Illt r 7U71 .4
A— 1!L
1271 10U Mtwd.�111i F" .) 3 �w C,"k ) J
W enq C► 1!U \ ULF 1Lfi 11H
�UII o 30 St. MM., CX r�7
P _
a � \ 17L vt 1 ao
!zu + S W A M P 1.9
%EELHAVEN _
tO1.7,t70 �t 764 r~ b JLM t�
.9 Uft
1l41 1121 t. .
,197 LR� t 'h7 111 J.] . - ]M
Ilap-`� Harn.d ,J
Fr" LWM
14
=
JNTRACOASTAL /
/) WATER 14'A Y
21 1110- wa LW
th
C U
F..,.m Crae.eadl 177t 1tlt � ���-
7.. .. 7A. uu c.
l,, o..a,a. Po
l ^ 73'30'
Zc 1!L lsl 4 YR"
a
11!` fib- Im 1L17 i ___ (/ �, 1711
RIL
4 llu J 1L1 I))f 30 lad , 77 777t sea nod �.
97 Y 1 s ll4 ,
w lf.po.l 1li� Izt �, sid.ry
Ly ,
1N� I _ > Illt
/a "•V _ �� J U t
137 'IL Imm
SAM e A C X S O
n !.) +
1.111111 '! I777 4' WkW—ddll. O
Uif ^ IM, �� c'a4 S W A M P LL \ 1 '•
IUUS \ � VAL 1T17 117i.r �,►":
LI]! . 1110 •. Z \• it 1LJ ;;� �L77 Jordon Il
tP 0 3.4 Ro.ro.m.11.
Lll] \\ lilt ;'�� .1II7_ 1Z31 10 1.1
- 7)n .7 :7 IZit ru.hop. Gowoed.
11n pack
-- .� ch—h of ch'6; ' ?
A,.h6:11`/ \ \)l1; �� .f•/moo J111jIm
Illt 1/\ r _
in
/ 73'73'
Lu� .1� • —�- SaaolAua3lr ,\`--��
_ i �,
7a a .'
� 1 111L'
1 q \1� L]Q ifi Wad« Dill lP2 ,r , !'1
'121
\ �� .emi7w Mall 4 '\
\ g
12
Wad. A.
LUZ
IM

R/W
ANNIE RAE ALLEN
HARRY T. ALLEN
20'
HARVEYS
CREEK
26'
9.42 9.40 +
50'
- NCSR 1343
O.41
BRIDGE
1023 10.03 9AI 9159 9.46
9.43 19,39
9.44 9.43 9.41 9.41 9.41
926
920
+
+ s s + +
10.3 102 +99 91s
16.5'
m 16.6'
w 91 9.0
9.0 7
6 9 5.0 3.3 2419 5-I 62
7A 8.1
,7
ZPROPOSED
6" PVC, SDR 21, 200 PSI WATER LINE
ANNIE RAE ALLEN
HARRY T. ALLEN
TOP OF BRIDGE DECK
PROVIDE-,
RIP - RAP
ON CREEK SLOPES
PROPOSED
6" PVC, SOR 21, 200 PSI WATER LINE
PROPOSED
100 LF CREEK CROSSING WITH 6" DUCTILE IRON PIPE
CLASS 350. BALL JOINT
TBM - N.E. CORNER, TOP OF CONC. WHEEL GUARD
ASSUMED ELEVATION 10.00
ALLEN SIKES
DONNA SIKES
60' WIDE R/W
R/W
9J1 9.10 9.10 9.15 922 926
8.8 9.0 8.8
8.6 +
82 8.3 +
+ + W
R/W
PROPOSED AERIAL POWER UNES
100 LF CREEK CROSSING WITH PROPOSED
6" DIP, CLASS 350 L6" PVC, SDR 21, 200 PSI WATER LINE
BALL JOINT
I I ELWOOD TAYLOR SWAIN
CECILIA SWAIN
PROVIDE
RIP - RAP
ON CREEK SLOPES
TOP OF WATER
■4.11'@10:30AM
MAR/24/97
EDGE OF PAVEMENT
GROUND ABOVE WATER LINE
PROPOSED
6" PVC, SDR 21, 200 PSI WATER LINE
4' MIN CAMA AREA
BEAUFORT COUNTY WATER
DISTRICT IV - BATH TWP.
SCALES: 1 = 30' HORIZONTAL I" ■ 6' VERTICAL
JUNE 5, 1997
0