18090_BEAUFORT COUNTY WATER DISTRICT IV - BATH TOWNSHIP_19970825

Iy.
CAMA AND DREDGE AND FILL
GENERALS Q_$!�
PERMIT
as, authorized by the State of North Carolina
Department of Environment, Health, and Natural Resources and the Coastal Rources Commission
in an area of environmental concern pursuant to 15A NCAC ° o`
Applicant Name - Phone Number
Address
City
Project Location (County, S
f
Type of Project Activity
ate Road, Water Body, etc.) —
A
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.
State
Zip
applicant's signature
permit officer's signature
issuing date expiration date
attachments
In issuing this permit the State of North Carolina certifies that
this project is consistent with the North Carolina Coastal
Management Program.
`;,
application fee

Liu b .• God°`
r
) WRkiroao
R,1 J
T.— C.h
I
rANTEGO
�� y. r POP.Iss
S W A M P ss•ss'
ai--
-.LM
ND
1
1171 �31E
c 5
� Ifit
GNk
64
1e71 lit
AMiod/ FA r .�
Illr
7• \;f.
,No W." I.9
la I.jof �'
W A M
P
177!
a
`fi
Cntk
r 1 Lot lot
r
1k77_
-
lyo) C
Iw7
r1N U A-
1 CkS
1.1
I
a
!/
0
_
o
it
�!- v ` R.�akRAlll
Yw1.rAH'�y.a
\
it„ ,�,
,..
, t
ILL
,9ffi
llez
= v 1--th Crooroodr
\
.7
1175
u
.
FA?
1371
-'
7.� d•
Clvs+:on Ch
77
LM
%
�
l
1� Y
e.c
m
lack
R
19
,34
1L1
,o 1
��
V.;
97 y 1 S
Whil.pwl 1lL •1112 r-
o
�� J
r
SIdn.T
lyz 17z� ie iv /L!7
1
,'2
�a I A
C X S
O N
'
^
c�I
Tx
1117
LM
im
Q�4 S
W A M
P
v
`
to f. yi y7 `
.1.A
90
R—ill.
(�
1zv- 7 lzss
'
tZ7!
owoa Gdl o
1➢H Ihrck
.!
z
Churl of
J
im, '.
A
Ma 7 b .e L31
s.
In
I�w a x
e POP.2,430,
-
--etas•, r r ll.r.luck JQ
INTRACOASTAL WATERWAY
C
Port*
n 35'30'
1111 „� • \ n �\
1,6
r•:w _
-
I
J J
WM.odrlR. O < f
>�.
Jolda^ �`
Guy reiM I
Sallrrfkoyllr �•--/ 1
w
Jtg rti Wad" ►Dill v �
1 �
ramf5ao Mod �
l.i an r

G.D. ROSS, JR.
60' WIDE R/W
ST. CLAIR CREEK BESSIE W. ROSS
R/W
NC 99
3.94 3.99 4.03 4.14 421
3.6 3�9
3.7 3lT 3.0
w
R/W
PROPOSED r
8" PVC, SDR 21, 200 PSI WATER LINE C
G.D. ROSS. JR.
4.33
TBBM
431 ♦ C7
R/W
71A'
BRIDGE
4.31 4.35 4.43 4.45 4.45 4.45 4.43 4.44 4.61 4.53 4.50 4.63 4.64 4.71 4.75
4.46
17,3 4.33 f 15f2' 4.1 44 4« 4j3 4.3
�Te -1.0 -3.0 62 -6.4 28 -4.E -4.3 -1.0 3.6 ♦ .
+ . -1.0 24 3.1 • W
13
- R/W
PROPOSED PROPOSED
120 LF CREEK CROSSING WITH e" PVC, SDR 21, 200 PSI WATER LINE
8" DIP, CLASS 35Q
BALL JOINT -
BESSIE W. ROSS
10 -
9-
e-
7 -
6 TOP OF BRIDGE DECK -
5 -
GROUND ABOVE WATER LINE
2 PROVIDE
I RIP - RAP 0- ON CREEK SLOPES
-1 -
2 PROPOSED
=3 - 8" PVC, SDR 21, 200 PSI WATER LINE
.4 -
-5 - PROPOSED
6 - 120 LF CREEK CROSSING WITH 8" DUCTILE IRON PIPE-
•7
CLASS 350. BALL JOINT
-
e-
,9 TBM - S.W. TOP OF CONCRETE WHEEL GUARD
n -
ASSUMED ELEVATION 5.00'
I TOP OF WATER
■0.69'6409:45AM
DEC/17/96 A
W MIN
EDGE OF PAVEMENT
J ` /
PROVIDE GROUND ABOVE WATER LINE
- RIP - RAP
)N CREEK SLOPES
-0
�/8"
ROPOSED
PVC. SDR 21. 200 PSI WATER LINE
CAMA AREA 25
BEAUFORT COUNTY WATER
DISTRICT IV - BATH TWP.
SCALES: I" ■ 30' HORIZONTAL I" ■ 6' VERTICAL
JUNE 5. 1997

'an • Witkison �J
ll 1211 r io its S W A M P �S•Js'
„Iwlsn.
Z' 1111
1170 7mf S - C
< Im 1�11
IJf. liil Mliodl/ I" ,, GNk A°1 ,M
f7i! LLlt Il1L 12Llioe 24 1 ��
J �9 , Y 99 111 7 t Vp
LM 171 • S W A M P
Lr
J
na :DELHAVEN
1710
lilt 1R41 a j.7 Oaog .^ 'Ip
� Lift 1492
J r tllt _U . 9 Ru
IM7 r 1l41 iR..Q 11 '� 1lit"
It91 Jill
s'I 1091 WATERWAY
o .0 1NTRACOASTAL
X', .
>00 ] 17f=
a �So / . I ✓— `�
_ F.r•nr Cra.uoad. liif w WE
lar . 111L�GC' DPn..a. r.k.
]S']D'
C —t— Cb.
�J� L?y u7• A t .`mil 1Z11_
4 129 w 17-1 o Jack 3.7
f la. 11i1 :� 1121 roko
is
whif.no.f 17L ,!212- r �� �d•.7 f711 L f/f,r
f
�L o J A C X S O N1, ..] .I .r L' WMdM.LM ^ im �4 C�4 S W A M P S r 17.7
f 7. 'llu . Cc
L221 to
• 114 ,tn_ 7 IL lurb.p. Croorood.
i !11! Duck fM
,\
LM 1121
\\1Gra
rV ^�F)11L7 1p7 s7 r..W G
/sy
16
f 15 Im / •\
Wedh.
r.ka
s,
tea\
��(`

60' WIDE R/W JOSEPH K. SPARROW, JR
PROPOSED 173'
10" GATE VALVE 1
t4 NCSR 17
3.84 4.02
3.72 3.70 3.7a
32 3z 32 W 2.a
2.7
DfTCl1
R/W — —
PROPOSED
10" PVC, SDR 21, 200 PSI WATER LINE
DAVID S. BOYKIN
CAMA AREA 15
BEAUFORT COUNTY WATER
DISTRICT IV - BATH TWP.
7 SCALES: I" = 30' HORIZONTAL 1" = 5' VERTICAL
6 —
JUNE 05, 1997
5 —
4 —
3
2 — PROPOSED \
1 — 10" PVC, SDR 21, 200 PSI WATER LINE
0 -
-I -
-2 -
-3 —
BM=BEA-31
`4 ELEV = 5.32'
-5 =
-6 -
-7 —
JORDAN CREEK
i FLOW
BLAKE MALLISON GUTHRIE. SR
R/W
PROPOSED
CONCRETE BRIDGE 10" GATE VALVE
3a'
NCSR 1725 - - -
120 407 4.80 4.85 4.85
• '*•14.84,781 4.74 4.01 4At ' 5.0I
1 6.10 5a.`.10
8
2.sWETLAND +WAY 4.7 ♦e0 y
2a' 3
2LIMIT\.2'
• I �2 �0� a12
DfTCH
R/W
MARSH WETLAND MARSH
LIMIT ROPOSED
10" PVC, SDR 21, 200 PSI WATER LINE
PROPOSED
100 LF CREEK CROSSING WITH — WILLIAM POWELL
10" DI PIPE, CLASS 350
BALL JOINT
TOP OF
BRIDGE DECK
WETLAND
—WETLAND ---� I _lw
W MIN
—TOP OF WATER
■ 0.95' (i 11:00 AM
JAN/07/97
EDGE OF PAVEMENT
GROUND ABOVE
WATER LINE
— 0
PROPOSED
10" PVC, SDR 21, 200 PSI WATER LINE
PROPOSED
100 LF CREEK CROSSING WITH 10" DUCTILE IRON PIPE
CLASS 350, BALL JOINT

V. 141 A Al P
J-f 7) 1011 35,
14U
021
x ILIm
I&
157. C,"k
t4it I flit 264 24
Z St. mm., 0, 4
w A m P % !P
LJ
JZft BEUIAVEN
Im pop, 2.43D !M
we 2&AtiIf ow
4r al,
4 Is"
169! lilt
I We IOU INTRACOASTAL WA TER WA.Y
usl jj .3 1.4 P U N G
7
Ew..rh Crowned. •
MO
64 FAI pw.
7.1 170LL
1 51,
L24L Ulf 17
1331
v2 p
wwN.P—, MA.
J". 'A • IZJS fru
I A C R S 0 N
b 1.7
Jail
IU4,
In,
LM t St 1
0 k In, 3.6
MAY Btwbaq. C­tl.Oa,h IRLl
Chwd, of Ch,6i P
Mu
—y him
Soft
3od 179-
r
Nif
72
lilt
J-M i IM ;i; Wed Pow
1—h
mow... Pt.
;i; 111Z
•,-.h ch
Ila
L—, Pw
53
it's Hi Pw

-30'.
GARAi
4.40
GARAGE
PROPOSED
4" PVC, SDR 21, 200 PSI WATER LINE
5' MIN FROM CENTERLINE OF ROAD
PROPOSED CAMA AREA I t
I EA 4" . 2" TEE, PVC
2 EA 4" GATE VALVE a Box ESTAURINE SHORELINE
I EA 2" GATE VALVE 8 BOX / \
I EA 2" 45' BEND, PVC IO' ROCK AREA
SCALE I" = 100'
JUNE 5, 1997 SPARROW O � � 0 AVE 1i
J/ 6.4Q
TV/TE
ESTAURINE WATERS //X // © f Flow
6 COASTAL WETLANDS 5.88
[3 O 2'16 15` RCP DRAIN. I' ! G/C 15- CMP DRAIN, 1' ! G/C PROVIDE PROVIDE
RIP RAP /GRAVEL FILTER RIP - RAP / GRAVEL FILTER
/ - CHECK DAMS 1
+OPO5E0 FLOW CHECK DAMS
C, SDR 21, 200 PSI WATER LINE �
MIN FROM CENTERLINE OF ROAD 14.2o -' 14.24 ,/ PROPOSED `—
GRASS 0.00 / 17.16 20.04
FARM PATH O GARAGE 2" PVC, SDR 21, 200 PSI WATER LINEI, DIRT ROAD ENDS
/ n 5' MIN FROM CENTERLINE OF ROAD GRASS DRIVE BEGINS
1.80 6 68�j,2O 1%2 10' DIRT PATH l GRAS
_ _ I GRASS DRIVE 16.64 r r TREE TREE
16
'INE
T I,� Y
10.80 2.28
BARN
11.32
DIRT PATH
14.24
TV
14.48 15.20
15.80 16.32
14.04 DIRT DRIVE DIRT
13.72 BARN
DIRT DIRT
DRIVE
DRIVE
GRASS PATH 14.84
Y,DRIVE
F7
ABAND
16.16
BARN
1 13.72
BOAT RAMP
I rj'i
16.60
TEl 1I8.00
DIRT
DIRT1-1
DRIVE DIRT
DRIVE I8.04
17.40 SHED
PROPOSED
EA 2" 90' BEND, PVC
I EA 2" BLOW -OFF ASSEMBLY

6 , TO
TYPICAL TRENCH
FOR ESTUARINE SHORE AREA

d'`1 _•a.` :I' 1IL ro:. iei S 14' A Al P %
117] - Ilfl ` ]S"]S•
v S
An• :J LL• rI.7 � d Irri l.•d,.nir
Q,r 1I42 170Q Irr
�7n ";IAefiodr/ IAr GNk :e e.
Won 7.f i� ♦ i416 11!! • 7,j L a?
sit 0
rti
\ I H , k Ae
s -7 IT f7a :6ELHAVEN + ��
*y v LI m y rot. 7.430 '! 76A �5 b 1710
371 76
'^, •> ! '. Gre4 I 6 ems„ �'� ". J ".��,♦
lilt
Im
ldf)_
f.J 'f Im
--- .w.a
��
ItQI II02 N'ATF.R N'AY
o idu o e .��_INTR_I ----- --- :_
2I f•10 !•ak,.•IIA Y•e—al•'.y,. ���ocooc::.' -
�iq Ir .J 1.4 17� SnHiae . lj O
5 ,
_" l+.c•n. Can..oed. 1!7! IZIf , � � ��. rr —.���
a. IAr
7.A JIlt G 1 \
1 .• .y \�
r AI _ �] 75'3O'
/ ( lids .. us -Ulfu—
Owwicrf Ch 7,7 /
D!L 17f• � b
un
91! �p ^�� ' IZIz • Lt!t '� G 1
X 9
,•' �!y e / k� 11 L e ]o lack sod eodf.oc4 I
♦7 v 1
!34 178 r Slde•Y vf� % _ -
/ 0/ Lr//
I 1117 I ►wA'o � / A C R S O N
� !� ] .1 U � WJnrl•ed.1M � O e
Y• Y
1114 ~ Ult �c Cif S W A M P
lIL
to �A ; 1}Aq j'� J \. 4 .1>l3 r;Y •.ILii In.doe \
^ 177! d �u /r1 J 1! 7. a� l6 pa.•ornv0l• 6 _
un 7 IL i \
1 0 III! Il ebap• Caoo.eed. 10 I.e ill
�I! �cA 1224 z �f
Clfufdr of Qe:d
I ILdl Jw s! ✓ L7,J Im
92
°i Lit / �' 1 ) C-1 Low
I 1731 7 e un }
i \ Js� C 1o��w r\ tt S S rthu it, G a
- 1
1 ryJiaj� ' no •. L �
�.,. , � !_ rh Wadn ►Dirt 1 . , ,\ \\\\�_
1.9
I
V wed. n.
lLif , n A/
Z 1.]I / _J. 8. '�� Cam+ r —�elery �w.a '.MAJNO

UFAI
WILLIAM POWELL
60' wix "
IT 36- GAP "-_
INV M) • -0.67
I PN(31•-0.93
3.60 3.72
4'00 4.10 423 4,33�
3.0 I4.42
w 311
• , 21
ww
WETLAND VEGETATION
1.6
WOODS
PROPOSED
6" PVC, SDR 21,
200 PSI WATER UNE
HEIRS OF
HATTIE SLADE
BM-BEA-31
ELEV ■ 5.32'
EDGE OF PAVEMENT
6" PVC, SDR 2L
200 PSI WATER LINE
t
-0.9 4.1
EMMA S. SPARROW
40��
zw
0
0 U
� r
PROPOSED
6" PVC, SDR 21,
46" CMP
36' GAP
w GAP
200 PSI WATER LINE
NV (N) • 4.07
N!V (S) • 4.61'
INV (NI • 4.13
WV (3) • 4.02 I I
(l
INV IN • 4M
I INV IS)) • 4.04
I
- 4.11
NCSR 1722
4.10 4.11
4M 434 4.45 429 423
423 4224.16II
14.14 4.12
4.10 37
3.7 3.6
♦ YI
3.9 3.9 4.0
• • 33
I6
29 02
36
s�
3 E 0.06
PROPOSED
-[PROPOSED WOODS 60 LF DITCH CROSSING WITH 6" DUCTILE IRON PIPE
��- \ CLASS 350, BOLTLESS RESTRAINED JOINT
60 LF DITCH CROSSING WITH 6" DUCTILE IRON PIPE woods
CLASS 350, BOLTLESS RESTRAINED JOINT EMMA S. SPARROW
HEIRS OF AMA AREA \io
MARY GRAY LINTON DAVIS
GROUND ABOVE WATER UNE
36" CMP Q
k!Y (Nl -0.67
2'
PROPOSED
60 LF DITCH CROSSING WITH 6" DUCTILE IRON PIPE
CLASS 350, BOLTLESS RESTRAINED JOINT
BEAUFORT COUNTY WATER
DISTRICT IV - BATH TWP.
SCALES: I" ■ 30' HORIZONTAL I" ■ 5' VERTICAL
JUNE 05, 1997
46" GAP 36" CMP 36" GAP 'PROPOSED
INV IN) -1.07 INV M) -1.02 INV W -1.04 6" PVC, SDR 21, .
WATER LEVEL 200 PSI WATER LINE
■ 0.98' (� 1:50 PM _ 0
JAN/06/97
2' MIN
PROPOSED
6" PVC, SDR 21. PROPOSED
200 PSI WATER LINE 60 LF DITCH CROSSING WITH 6" DUCTILE IRON PIPE
CLASS 350, BOLTLESS RESTRAINED JOINT

wilka—
T.n. C.it Ji
l a noi' 1 1l71 -
rANTEGO �J
lop Its S W A A) P
lilt , `.
r 7lf tlll
5 ` M• L2r '\I;. SV..ry < L L..drr I
Lill L71 Anflodr�. IAr ,l C,"k a 6. yf1
ono Wong J.r Lli lZA yioe p� la t
127f r Il1L n � ' ' J
1I1 t717 `9 0 764 S1. M., Ch 1�
lylr �L + 3 W A M P '� w ;i 1.9 1 as
^
r 7a
e orNi uoN o r�7 p
7 171t � 1lti .M 1121 7.1 m �, �p 2M �r7 u
Wi
LM LUX
_ 1.7 7 1liL C 1 � ^��-ta,yL\ Her+red J
169,
ILIA
•• �f
'rIiQ 1•43 WA TERW
_Il1Y_ r D 1.d.drA
m
la ., M u J !.. ,
In ---�
L..,.ro C,a..eo.dr lza
lilt �fb
l.. 6-. rAr k V•L GP C. � b+.o"r. ro:n
.. •i i .1 .D t� w 1\
17'-7 r716 6 \
Ily^—U^
moo_ n t7L \
1LZ lI�L G
jl U 1j W 1>� 7.0 ldcl
rl , l LL! V , 111E roimLM
,tom wl.lr•pe.r lilt 1171 e� SidrY „ L � � ill ��=
.1212
TH �e l A C K S O N
1
Ill! ^Un QP� S W A M PM. ILIA
llil 7 .till yr v Cy,
Illl to • \ ILiL Ir ! Lnl V� 3.5 ��w„ritl• 6
lilt O.0 \ 0� vn ,J Itl! lu,b.g. Cro•.,o.d. Ia Z r.d IZiI \
�`^•� \ .p .i Churd of
A, )Z!! •A ),< S> lly - V11 u>!
�n ll' S, �l7 our ►.W
tllL 'i 7 e lLli ]J'75'
S.rrt.etir„arr<
11711
LW
r� b rra''i• \ -;R W.d.. POWi
Lf Im J `\
l.i -7 POW W.d. Pl.
e«dr ttu E \
POW
J�

R/W
4.5T
5.01
437
- - - - (, NCSR 1718 -
497 4.89 4.77 4,72 4.76 4.75 4.77
4.37 20.3
42T
437 ) I
R/W
PROPOSED
6" PVC. SDR 21. 200 PSI
WATER LINE
* 2.97 �16
121
• MAF SH \ VEGETATION \
PROPOSED
�-•- 100 LF CREEK CROSSING WITH
WILLIAM MILTON DAVIS I 6- DI PIPE, CLASS 350
BALL JOINT
f /
JACK CREEK _
NILLIAM MILTON DAVIS MARY W. RALPH
29.4'
BRIDGE
4,75 4.72
34.8'
4.80
PROPOSED
6" PVC, SDR 21. 200 PSI WATER LINE
CAMA AREA\9/
BEAUFORT COUNTY WATER
DISTRICT IV - BATH TWP.
SCALES: I" ■ 30' HORIZONTAL, I" - 5' VERTICAL
JUNE 5, 1997
TOP OF BRIDGE DECK
PROVIDE
RIP - RAP ON
CREEK BANKS
i
\�l
4.78 4.79 4.75 4.67 4.5E 4.49
25.3' 4.7g 21.3'
IA7
-3.13 -3.83 _3.63 -1.93
nn
t TOP OF WATER
3 r o 1.64' Q 1:50 PM
FDECEMBER 17, 1996
4' MIN
17.9
A_
60' WIDE R/W
- -R/W
433
422
4.07
4.05
397
357
3A7
3.51
3.67
'
3.37
- R/W
HEIRS OF SONNIE MOORE
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
© TOM . NW CONCRETE WHEEL GUARD
ASSUMED ELEV. . 5.49'
A

uP _' uMrsrtw • - lJli Z PANItGO v
,)1 POP. 1e7 S W A M P J
-
In
� J
•'^__
1411 !11{. .v
` J
� 10 lLP9-
11.11Zg2 _
ll➢i I
!!r4 1 MV1od+ PAP )^ C,o.k
one Wen~ ,► 1 4 ? UU- IHi 1t.4! 1707
ua`p . 31. M171.r Ch. s7
1 !�tt 1 k �17 ♦ S W A M P +} I.P i ?°
!t7} 1706 e-NEHAVE
!771 1137 ^ c7 p 764 L14 V
Iwo V+ 1� �. ~ V �'WS 'J „4f �•
1} ^ L•or .y lw7 l)47_ J.l Pao^ �i t'� Nur•.rY
I4Qt 1274 ss `•, ��
�1"_% 1407 1111 , ♦P
v ' itu � � fNTRACOASTAL
IVATF•R W':
!•da-III Y•al«.RL':yo a -'1•.-----'---'-; •:-- ice.__•_.
i2.3 .b
->!� ,. � Mt I '7 L4 7 1 . 173 SmIPel�ia41 �!� lJ 1• V
/-
'F.r.M7 'Aroay.edr IM
4 1711 w , ?r ✓� ��t. „ _/ \
ti
!74L
LIIL
1)•• ltl7 1 �-�
ML ILL?
A o
i7 L7!i W 41 7 p lad 1 T I
(/ r 1
1 171) -W,v 1 4 � �,I L , ti 14t11 \ 1.--
• _ 4 raga I A C X S O N
' �} 3.1 t.J .! C 1,1 G VQ WkM..d.m
^ Um �4 S W A M P y I►
to cY '-�-
la! + � 11)t � ! `� l.e II•.w°1,1.n1.
1 j6 1Z44 '� \
1lf4 <k m IL7/_ �_ � '] �i �! W.bop• C.ou.00dt Ip Z ,\
�.�
o} Qlrlrly
L \ JeM V)
1
1117 5 712 .1 Pekw
Sall \ 1�
1 ~.)ll� • 1 v c I
lyg7 1L.. b lJ.41 i \� 1L74 Ali Wad- P.
0-4 1127
°`.:, 7 R
111} a\
OR. 'P.kw ,\
53
s 177r ^ C

BETHANY METHODIST CHURCH
R/W
17.7'
6 0'
WIDE —'—
R/W 5.12 5.09 5.09 5.12
4,3 42 4+7 4,7
W
R/W
PROPOSED
I EA GATE VALVE
12- PVC, SDR 21. 200 PSI WATER LINE
JORDAN 'l
ow CREEK �\
\\
36-CMP
INV 1NI • -0.0.78
INV 151 • -58
36- RCP
MV INI • -0:81
I I I I I I
n I
5.16 5.21
5.21
4.p
3.9
I I I I
_ +
1.9 1.7K `n•
CAMA AREA T
BEAUFORT COUNTY WATER
DISTRICT IV - BATH TWP.
SCALES: I" a 30' HORIZONTAL i" ■ 5' VERTICAL
JUNE 5, 1997
PROPOSED
12" PVC, SDR 21. 200 PSI
WATER LINE
O SM.SEA -31
ELEV • 5.32'
WEYERHAEUSER
COMPANY
PAMLICO TIMBER
COMPANY, INC.
36" RCP Q
36- RCP
INV 1N) . 0.31
INV ISI • 0.45
NCSR 1722 -'-
5.26 5.32 5.31 5.34 5.39 5.39 5.48 5.6
MIN 4. 4 4. 8 4} 447 48 49
32 W
2.2 +'
TEL
R/W
PROPOSED
�- 12" PVC, SDR 21, 200 PSI WATER LINE
\ 80 LF CREEK CROSSING WITH
12" DI PIPE, CLASS 350
BALL JOINT
WEYERHAEUSER
COMPANY
EDGE ABOVE ASPHALT PAVEMENT
a6-
cMP rr GROUND ABOVE WATER LINE
RCP cMP r• rrI'ROVIDE
RIP - RAP ON
p BANK SLOPES
TOP OF WATER — 0
j— - 0.90' Q 11:02 AM
JANUARY G, 1997
PROPOSED
12" PVC, SDR 21. 200 PSI
4' MIN WATER LINE
PROPOSED
80 LF CREEK CROSSING WITH 12" DI PIPE
CLASS 350. BALL JOINT

Latta C•+ - J� PANTFGO
IprlNwtssel71 ror. le] S W A M P l
,P 1!71
1 ]611 '1V
117t )1211 .• � ll1
JJ _ IP4
urr MY/ - DrAr ^ C,"k
vane , r.P 11ir ] l2L Mtbd. 11i u lio) a 24 j ] •v,
M4 �%. 51. Mitl•r Ck vry
!127 J Lily ! S W A a of l aD
- M P 1.P
' :IELHAVEN a J
vu
S J lur � e roP. 2,120 rt iu 17I9 .
1/1 71� L2Q2 2.1
IypZ Al1(T t W, '�:�, 76A
Llnl 1421 1)a
Ir?7 160, !w7 1113 Jr a�n Harrod
Hu
Pow
Or
Dolt
17Q7 fNTRACOASTAL Hit TER'.
a 16g7 �
_ D 11 _�_ v 76!•drwllll Y•oNs+01• :y o _ . _ : _ .:
�•) . , 16Q1 L .] 1.1 , , .- 1711 s.elh6eo _ /y. P U N C O
IF
• 2—.", Croarroedr 1f21 w llu
7.1 M YAP . 171E GQ'� C dwenlr IaM
n
1
^ 1711 � 112 1�1 1L-1 — � c' J]'JO'
J Cl+.irr+on ch.r.r L
a,a 1 , 4
17JLN3 IL k
nc \
2.6
271 ''y 13 k W 171 a 1.0 lock 11� n 37 S• %YV—d Nock t
r74' 122i f. 1U1 P•M r 1
Cir
w 1 wAil•poal 11L IU2 r � sec Stdrwl 1)Iq `l r� ` � \ \.� r
177. Ay 1711 ► 1 a 1
13n ^ 1di a o e l A C K S 0 N �� '� s \ • �
J
a/ ).1. ! 1 y' * wkM•cd•m. O j e J
im
i u14 L7 \ RD , o• 17 � v Ct
1 � n
70 S.0 Iti _!\ 'y 6 loran �1
llmeomd,4 7
17f1 pNrk� i 0 I)n .r 2 vu �- Mnb 10 1.6 Ili1
1712 J
of Ch.i.i'y'
\ _
t13
Va
reu
Ay ,3 r ►,;,a \ � 1 _
! 173t 2 ! 1717
- .._.__ 1. �J'"y�•�� I ! 'I 1 o v /' Sc SarrrrlA r_�-' ]S"25`
It
7 I \ 7J
t • ♦ Lq� iLM i%i i 1\ \� V
- 11gJ y • \ \ Wed. F0M 1
Pelsd'co Modl v
1.2 1770 r `\
Z' iij 122E ,� r"ka ;
�.endl R
:�+tin
G ,
L71 s nm .. V G ]oe N91. .`�-,� _ •muH --h ram.

6o
WIDE R/W TERRY KEECH S.J. PAUL
\
1
R/W
i
25.8'
` 8.10
47'
- - - NCSR 1732
WOODEN
0.07 8.07 8.03 0.01 8.04 8.06 8.09 8.08 BRIDGE 8.16 811 8.04
26'
\ + 8.10 8.19 +
yy 7.ae TB
7.78 7.68T7� m19.76'
6.78
4.46 q 8 5.58 +
�mmommommoom
R/WOSED 26" CMPVC, SDR 21, 200 PSI WATER LINE PROPOSED
100 LF CREEK CROSSING WIT41
BERTHA MAE LILLY DAVIS 12" DI PIPE, CLASS 350
BALL JOINT
—
EDGE OF ASPHALT ROAD
6 —
PROPOSED
—
12" PVC, SDR 21, 200 PSI WATER LINE
4 —
2 —
°
=
CAMA AREA 1�
-2 -
BEAUFORT COUNTY WATER
-
DISTRICT IV - BATH TWP
-4 —
SCALES: 1"-30' HORIZONTAL I"-5' VERTICAL
—
JUNE 5, 1997
-6 —
7,92
7.58
+
R/W
7.82
7.78
7.77
7.79
7.38
+
7.43
+
W
7.48
7.48
PROPOSED
12" PVC, SDR 21, 200 PSI WATER LINE
HARRY BRINN
GROUND ABOVE
WATER LINE
TOP OF BRIDGE DECK _ „ _ _
TOP OF WATER
e 1.75' (q7 15:00 PROPOSED
6.3' DEC/20/9612" PVC, SDR 21, 200 PSI WATER LINE
R/W
i PROVIDE
RIP - RAP
TONCREEK BANKS
°
PROPOSED
4' MIN 100 LF CREEK CROSSING WITH 12" DUCTILE IRON PIPE
CLASS 350, BALL JOINT
TBM ■ TIN CAP ON RETAINING WALL
ASSUMED ELEV. a 8.00'