19930492 Ver 1_Complete File_19990510

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April 23, 1993
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Mr. Don Davenport, County Manager
112 West Second Street
Beaufort County Court House
Washington, NC 27889
Subject: Beaufort County Water District III
Long Acre East
Dear Mr. Davenport:
APR 2 61993
I have discussed the Long Acre East Water project with Russell
Waters, Public Works Director, and the plans that have been
prepared are consistent with the City of Washington Zoning
Regulations. Currently, the proposed project only covers a portion
of our jurisdiction, thus our response only applies to the
jurisdiction that the City of Washington controls. Therefore, we
hope that our reply satisfies the Coastal Area Management Act
requirements. In the event that you need further information,
please don't hesitate to give my office a call.
Sincerely,
Bobby E. Roberson
Director of Economic
and Community Development
cc: Ed Burchins, City Manager
Van Lewis P.E.
Russell Waters, Director of Public Works
f
CITY OF WASHINGTON - P. O. BOX 1988 - WASHINGTON, N. C. 278'

i i ROAD
?I
?w-CULVERT PROPOSED
WATER LINE
W W t W
I I FENCE
,-ROADSIDE y DITCH
AP / GRAVEL FILTER
DAMS .
L PROPOSED MAIN
GROUND LEVEL
36" MIN.
6 MIN.
MAIN TO BE CENTERED OVER
DRAIN.
NO PIPE JOINT SHALL BE INSTALLED
OVER DRAIN.
EXISTING STORM
SEWER DRAIN
TYPE A CAMA CROSSING
PIPE JOINT
Ma r'C k { E`1 I `7`i 3
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II
ROAD
I
PROPOSED PROPOSED
STEEL CASING WATER LINE
_44- - W W
CULVERT
-SILT FENCE
ROADSIDE DITCH
RIP- RAP/GRAVEL
FILTER CHECK DAMS
l PROPOSED MAIN
10 LF MIN. STEEL CASING INCLUDED
IN UNIT PRICE OF PIPE.
STEEL CASING TO BE CENTERED
OVER DRAIN.
NO PIPE JOINT SHALL BE INSTALLED
INSIDE CASING.
TRANSITION TO 36"COVER WITHIN 50'
ON EACH SIDE OF STORM SEWER.
GROUND LEVEL
18"MIN.
6MIN.
EXISTING STORM
SEWER DRAIN
TYPE 8 CAMA CROSSING
IPE JOINT
March I C/ I `19 3

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WATER LINE
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T FENCE
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TER CHECK DAMS
GROUND LEVEL
MAIN TO BE CENTERED UNDER
DRAIN.
NO PIPE JOINT SHALL BE INSTALLED EXISTING STORM
UNDER DRAIN. SEWER DRAIN
24 MIN.
PROPOSED MAIN
CENTERED I _ CENTERED
mi
PIPE JOINT -l PIPE JOINT
Marc, 1`/93
TYPE C CAMA CROSSING
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NARRATIVE FOR CAMA AREA I_
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
SR 1 334 a - rosS U12per Goose Creek
2. Type of CAMA area:
A Creek crossing
Canal crossing
3. If crossing, dimensions of crossing:
Length__Z 7 27
Ditch crossing
Estuarine shoreline area only
Depth S e. cross+'r• ? Je 6;
Width f 01 -f t
Estimated excavation volume +D CY
4. Dimensions of estuarine shore area disturbance:
Length 150 -Ff- Depth S P-e C -0s S i rg ?? ><u
Width I % 14 fo 4 4-f yfide +r???ct`? w; 4A v 4-0 /D -0- sdecgo
Est. excavation volume /00 CY Est. disturbed area / JA o C V
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
Trencher Motor grader
X Track excavator
Yes ?( N/A
Yes k, N/A
Backhoe
6. Vegetation at site.
D405PIA93 '
.................... -_ Tr -1 A A o DI.A*r-) 930428
NARRATIVE FOR CAMA AREA I
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: I -C4 P r.e e?? l? a H k s , `Jaw a ?? ?s
ed n-r4er hark -1? W/,;d, _,,3 No+
c r-e .el
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months Less 44,-
Length of Rip-Rap (along shore) I S fF F t v h It'( r l7 5 h a re
Average distance waterward of rip rap to normal water level L -Feed
Amount of fill to be placed below mean high water I C Y
Type of fill material C / u S l?? a - ra p
9. Name of planning jurisdiction N o V7e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way) X Yes No
NCDOT Encroachment
obtained
11
K NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? 00
Water line to be on private land?
?A Easement obtained
No
U IA Copy of easement attached
_PA Seeking easement at this time
D405PJA93 ` ozna?tt
NARRATIVE FOR CAMA AREA 1
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12, Property owners names (for estuarine shoreline site)
C Riparian owners names (for public trust waters crossing)
S+,fe ?1 tvr f-1, Caro k„a
Lee E k h o4+ j r,
P. -Fu s N. k N O -Ff-
_ E?r14 77 k„o+4-
o. Box 5$4
yVasj;hUi-on, tNJC 27889
Jack,-e Jones
Su zuNne Jones
Rt, 2, Box R7 /
1Nas1?;„?+??, AJC 27F89
D405PJA93
010428

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NARRATIVE FOR CAMA AREA 2
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
/yG 32 Gro;,s;na ?coacl Creek
2. Type of CAMA area:
X_Creek crossing Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length / ZD {? Depth S P-e POO LIE
Width l Q! -l.? I f
Estimated excavation volume 14- a C Y
T;) Ictnd LV?:{-erg -
4. Dimensions of estuarine shore area disturbance: S -, , 47 Length Depth 4(o i J,
Width 2 + fir Pr?L ?i wi 4 11 (o 4 _ Sj'dF c1< S4
Est. excavation volume ? 3o cY Est. disturbed area 7 (o D S Y
Crossing in road shoulder above culvert? Yes, X N/A
Crossing in road shoulder beneath culvert? Yes )( N/A
5. Type of construction equipment to be used:
Trencher Motor grader Backhoe
_?Track excavator
6. Vegetation at site. U I acid a ?s s Uhel shr'u ks oh no,47 514
I k-)
Small lrP?s ?us??S cA d Ira#,,b le oh So f S?'?P_
'?.?. ; ?,.? ?. c a9 'ha ? w arrU ear- Y?o• Il? err/c .
D405 PJA93 '
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NARRATIVE FOR CAMA AREA 9
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: P/ p - rK4 n 04-1 C'e P k 64n k s , Sow; Nq
w5S See pyh ere__ n Pee
.
no+ u N el r reek
Shoreline Stabilization (if creek crossing)
9
10
Estimated shoreline erosion during preceeding 12 months Less +Aru, 1 -f
Length of Rip-Rap (along shore) ) 5 ?'ePf Pa ha n k
Average distance waterward of rip rap to normal water level Less 4 Z T+
Amount of fill to be placed below mean high water 8 4- Gy
Type of fill material C /a Sc I El' o ?a?2
Name of planning jurisdiction No 0'---
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
X Yes No
NCDOT Encroachment
obtained
11.
? NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? 00
Water line to be on private land?
?JEasement obtained
A) t)
N/q Copy of easement attached
Seeking easement at this time
D405PIA93 ` 930428
.......... i\1CT m r-AIIA_1 D?.rr•)
NARRATIVE FOR CAMA AREA __
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
X Riparian owners names (for public trust waters crossing)
q0 ode.,,, r,) (-PA
P D 13c, )e 1 7o
wasA,'r-j --,,, NC 27$?9
Je e P. Black
5 205 S ore Or-NC
'?IrAJnlci ?eac?? VA 234.55
D405PJA93
930428

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NARRATIVE FOR CAMA AREA 3
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
132Cn (T_",key Tro+ it, aC1-0SS Bnoo Cree
2. Type of CAMA area:
x Creek crossing Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length ___5 0 F F Depth -- S Qe r ^O S S r u r?r_ ,' -le
I 0 4, 1 L
Width
--
Estimated excavation volume .60 C Y

1 r7 1 cz d
4. Dimensions of estuarine shore area disturbance:
Length ISO t Depth 5 eP rro 5 ,tea pro?;lo

Width 11 ?U 3 ?? ?vi'd e I ri n[ 1 , W ,j A 5 +o 8 4+ 5,,d-er ,,s

excavation volume & O C Y Est. disturbed area
Est / 70 S Y
.
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes X N/A
5. Type of construction equipment to be used:
_.4-Trencher X Motor grader X Backhoe
X Track excavator
6. Vegetation at site. r n d re.
D405PJA93 '
RV A I „T;nPT_rn_nrcT_m_r AM A_2 _ PINT_2 930428
NARRATIVE FOR CAMA AREA 3
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: ?'Jn - ra c re-e k b n k Sc1 w i ttu
• 5 ? P E' _ U 'f"'{ P r ? G C M ?i Ili ?il ?:Nlf E / 1 i(1 ? e-
JAS L1 O r L A N CI f f C ?^C P k r
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months Liss ?1-lac, h ?'oo+
Length of Rip-Rap (along shore) I o Le, + Pu c b <, d e X c +-,e` k
Average distance waterward of rip rap to normal water level L-, ss 4 2 -Fptf
Amount of fill to be placed below mean high water I D G
Type of fill material G I a < s I P'.In - u
9. Name of planning jurisdiction 1y0 w e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? -..X-Yes No
NCDOT Encroachment ____?_NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? /yo
Water line to be on private land? NO
k/A Easement obtained NA Copy of easement attached
Seeking easement at this time
D405PJA93 930428
-A viannr_t rt-nTCT_m-rAMA-2_PMT_2
NARRATIVE FOR CAMA AREA 3
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
X __Riparian owners names (for public trust waters crossing)
H G rriScv? .7-k-ov Pb 1Ps
Ro 3 -
LIJu s ??9 T'or1? NG '7381
vv; ll,`s P;, m
u by' Pip Pi M
P4- s Rox 4 00
VL?A5?,1nq-tov,? 1JG .278$9
D405PJA93
RPAT IPORT-Cn-DIST-III-CAMA-2.PMT•2
930428
EL ECi
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20
ASPH.
'. s v
? 1219
3t32
IS" RCP DRAIN
2' S WC
ELEC
PROPOSED 2 "PVC, SOR 21,200 PSI WATER LINE
Y 5'MIN. FROM EDGE OF ASPHALT ROAD
I 3 2" Sol)
SP
135 6
11
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Q
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AS
1 ASPH.I 1 DRAIN - l-_?
j24%15"RCP I 16H
1}04 1
S P KENNEDY --
18971 RT.5 BOX 279 \
ROPOSED 6"PVC,SDR2!,200PSI WATER LINE
;'MIN. FROM EDGE OF ASPHALT ROAD
4'STEEL CASING, MIN. THICKNESS 0.188"
PSI WATER LINE
D 2"
BOX
BOX
11
-W 25164
CAM A AREA 36.24"CMP DRAIN
1.5,= GIC
O 11. PROVIDE
t Rlp_,RgpIGRAVEL FILTER
PROPOSED CHECK DAMS
28LF 8"DRYBORE WITH 8'S7EEL CASING,MIN.THICKNESS0.188
AND 4"PVC, SDR21,20OPS1 WATER LINE
I EA. 6"GATE VALVE 8 BOX
I EA. 6"x4"7EE,DI
I EA. 4"-900BEND,PVC
2 EA. 4'-450SEND,PVC
I EA. 6"01 PL UGJAPPED 2"
IEA.2 90°BEND,PVC
I EA. 2" GATE VALVE 8 BOX
I EA. 4'GATE VALVE 8 BOX
I EA. 6"x6"TEE, DI
I EA.6"GATE VALVE S BOX
I EA. FIRE HYDRANT, 41/2"
'I DI
TV
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2?8 =C
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PROPOSED 2" PVC, SDR 21,200 PSI WATER L I NE
5'MIN. FROM EDGE OF ASPHALT ROAD
Ma rL I C? 19 ?l 3
SGQIt' I =II C/

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BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
/9117 a nrro X rnu7?1 7-75 'f"P2( T YOYS? Du f'`1 fYr!(
e1 Iltac? Or ?? rIU ? 4,o A2mli <o- &LVPY-
2. Type of CAMA area:
Creek crossing _X_Ditch crossing
Canal crossing _&_Estuarine shoreline aFea-erAy
3. If crossing, dimensions of crossing:
See T ? G
Length "IA Depth CAmA roS C i rl a De+u
Width NSA
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length ;4- Depth 4? f o 7o r r? c {s
Width ??pti<It w,41, 5 +c-, 8 -7P 51" Ewa si
Est. excavation volume 2 5 CY Est. disturbed area 12-5 S Y
Crossing in road shoulder above culvert? Yes . ---K-N/A
Crossing in road shoulder beneath culvert? _Y.-Yes N/A
5. Type of construction equipment to be used:
X Trencher X Motor grader X Backhoe
Track excavator D r, bo r « r 1, ???
6. Vegetation at site.
D405PJA93
-1, -^n? rn_niNr_m_I- A AA e_9 I)K4T•)
1
930428
NARRATIVE FOR CAMA AREA 4-
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: Rid - r4 r? a r o u e l L I f P r c k? e c k c( 4+ s
>OWi y?c? W ev S S 3e&o/ 4f7?, -
a
8. Shoreline Stabilization (if creek crossing) "SeC 47'00 1110 - a pp I' c? bl e
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction "-o e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? X Yes No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? M o
Water line to be on private land?
r?Easement obtained
Copy of easement attached
?04 Seeking easement at this time
D405PJA93
930428
NARRATIVE FOR CAMA AREA 4:_
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. . Property owners names (for estuarine shoreline site)
Riparian owners names wist-imp
y0 ju ?n Ue? GriS'? Gr?imeS
I? O fi x 12 97 _
- vVnsl,i,,y?o.i, NG 2_7829
N, tiA)4yYl kfro nep
Na o rr,; ' eer)"ecry
Rt P??x 27y
IjG 2-7-M
?i C L, d4 P/c I kad Lea cb
(fit: 5 P>ox 27I
Vve4 ;t1 C• 27?-"
D405PJA93
.................?? ??nm m -IV 4 A q D\,T.'7
930428
CAMA AREA
\5!,
PROPOSED
I EA. 4"x 2"TEE, PVC
I EA.4"PLUG, PVC
I EA.2"GALV. BLOW- OFF ASSEMBLY
2
2
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„ WARNING
UNDERGROUND POWER
7// SP
1364 KEITH STEWART
/PATH F-1 LAMONT WHITLEY
9f25 END OF ASPHALT
9 too
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[ WINFIELD
-
263
. 5 BOX 278A
RT
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ASPHALT
40'
1 CONC.
PROPOSED 4"PVC,SDR 21,200 PSI WATER LINE 11
5'MIN. FROM EDGE OF ASPHALT ROAD 49
ELEC
4144 SP
ROY BROWN 1360
RT.5 BOX 271
25. R/W
TV
TEL
ELEC
Bt5o
1?d FRANCES R.
LARKIN
410 RIVERSIDE
DRIVE
7178
S P KEITH D HACKNEY
6 91 P.O. BOX 1268
7to0
E. ROSS BOYER
77
RTS BOX 277
1718 DOROTHY PASCHA
N S P
1709 ROSEWOOD
DRIVE
GREENVILLE, NO
27858
5
SP JAY M.HODGE
P.O O.
120 BOX 1405
.
4t97
1?q JOSEPHINE S.
WINTERS
P.O. BOX 1805
4144
S P ROY C. BROWN
1359 RT.5 BOX 273
3193
2057 ALICE S. MUSS
908 ST ANDREI
TARBORO, N C
l

!" arcA ICI l'f `1 3
Scale , I IC C/
NARRATIVE FOR CAMA AREA 5
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
F?r;?ia?e Y'ou?? dt'? Srx.+???east end o••?' ?t,?n??-,Pr t7??v?r,
r,a I
CiU 11C/i,;, SI G?? wi4 7J -F+ ?t CO
2. Type of CAMA area:
Creek crossing
Canal crossing
3. If crossing, dimensions of crossing:
Length
Ditch crossing
X Estuarine shoreline area only
Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length 1 (O -F i Depth 4-o i r,
Width 1 ??z ?? ?-rPro??, w,f- l, ; -fi- Si?FIuS?
Est. excavation volume 2 5 CY Est. disturbed area 'D 5(
Crossing in road shoulder above culvert? Yes, A N/A
Crossing in road shoulder beneath culvert? Yes _K _N/A
5. Type of construction equipment to be used:
X Trencher X Motor grader X Backhoe
Track excavator
6. Vegetation at site. U I u cl a
L 1j
D405PJA93
930428
NARRATIVE FOR CAMA AREA 5
BEAUFORT CO WATER DISTRICT 11 -
LONG ACRE EAST
7. Stabilization measures: ?50 w % ^ g Ili
8. Shoreline Stabilization (if creek crossing) Sec f1`0,1 ?V/A
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction 0o k; P. -
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes X No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? Ps
Water line to be on private land?
Easement obtained Copy of easement attached
X Seeking easement at this time
D405PJA93 2 930428
BEAU FORT-CO-DIST-III-CAM A-2. PMT; 2
NARRATIVE FOR CAMA AREA 5
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12, X Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
ko7Jl E), Pa k e
1?, fU.I $v?c l2?•$
_ VV tJ (ilin c? vt AL, a-72 g -
R A W 1
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_ Lei Tv? S+PWAr I
S?lw,.nCr Kuver,
Was1on /V G 27
FrancP? IE'. Lar ?:i,.,
P.iV?r51c?6 ?r1ve
4/0
WQSY)iYtCl?Or lIIC 27
S,4 ,, ""e r 1-1 a v e v?
L'l1as?,trtaJ-???AC_ -27889
D405PJA93
BEAUPORT-CO-DIST-III-CAMA-2.PMT;2
930428
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NARRATIVE FOR CAMA AREA _(o
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1.
Location (Road number, street name, subdivision, nearest water body)

2.
3
4, Pcq' v/icU
Type of CAMA area:
Creek crossing
Canal crossing
if crossing, dimensions of crossing:
Length
)Ihe
Depth
Width
Estimated excavation volume
,,bd;u
RI ve -,
Ditch crossing
X Estuarine shoreline area only
4. Dimensions of estuarine shore area disturbance:
Length D Depth
Width ?/? ?+ WlC?E' -?r???c ?t ?i?1, 67Ef Sr'clecus1
Est. excavation volume 1 70 GY Est. disturbed area 7oU ?YCrossing in road shoulder above culvert? Yes >( N/A
Crossing in road shoulder beneath culvert? Yes N/A
5. Type of construction equipment to be used:
X Trencher X Motor grader X Backhoe
Track excavator
6. Vegetation at site.
930428
D405PIA93 1
BEAU FORT-CO-DIST-In-C AM A-2. PMT; 2
NARRATIVE FOR CAMA AREA ( n
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: `??w •?a a rass ?;eej aft e, L,( k-? 01121
g. Shoreline Stabilization (if creek crossing) S&C _hlokl /CIA
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction NOc, e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes __L_No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? `I es
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93 2 930428
DC e, icnoT_rn-nlST-III-LAMA-2.PMT:2
NARRATIVE FOR CAMA AREA (a
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12, _-X-Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
Ft4-a4e of ?nr»a3 N,
u r= d L-i an d ct yVv,
Sa lc< hx F. , F, ?"]-; (:-, ra-41i
Ssocla.iFs
Wasknglou AJC. 27889
._?o?n T_7uVAI
05 Ngrbor^ D.-ive
'VUasl??nu 4-o .. NC, ?.7$1! 9
1/U,' I ? i a rn L. l? eu n
105 f?arbor Dr?v'e
t,Vac?? na ?nvi A) C, 27 B89
A!I A$d r Moore,
3GL R"d ewood "oe
1Nasl?;r7a?o» R1G 2789_
D405PJA93
roan 8-elo-le
8oX &03
tNo <l,;na`?-r.?? NC 278 89
"a4+heKj RauscAen LEI'
304 R c Je WOO 40,,e,
vVus?,;,?f.A1C. 27777
930428
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NARRATIVE FOR CAMA AREA 7
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
s g 1--3 2 o u cross d ac A, 4-o pu r.-,1 +'c o R l y-er
r1ea -- f;Lud y Rnr?kt ?,br?iyi`Si'o?t
2. Type of CAMA area:
Creek crossing ___Z Ditch crossing
Canal crossing _,,?_Estuarine shoreline -,aEea=afi4y-
3. If crossing, dimensions of crossing: See T p
e C
Length N?q Depth G f} M Cross/?ta ??e-frr%l
Width N?A
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length l 9 0 ?-?- Depth ?2 /" Fo 75
Width 1 1/2 ?+ 4V 4 -F+- -hre h c 1 i w; f 1) 5 f-o g f t- / , -a Sf
Est. excavation volume 50 CY Est. disturbed area 17S 5Y
Crossing in road shoulder above culvert? Yes _ X N/A
Crossing in road shoulder beneath culvert? X Yes N/A
5. Type of construction equipment to be used:
X Trencher x Motor grader x Backhoe
__X_Track excavator DrYbore rr < c h . ne- 6. Vegetation at site. )h I ?a o? ct ra s s
.J
D405PJA93 930428
BEAUFORT-CO-DIST-III-CAMA-2. PMT;2
NARRATIVE FOR CAMA AREA -7
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: to ra 12 r? s 414 o-beel a r a U ro N e d
C11uhr'lel 5 oW GvkSS Seed A I' I- ba rk-f1
8. Shoreline Stabilization (if creek crossing) Serf,'on WA
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction lUo"e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? X Yes No
NCDOT Encroachment X NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way?
Waterline to be on private land? _0_
NIA Easement obtained . u 4 Copy of easement attached
'JIA Seeking easement at this time
D405PIA93 ` 011nd2S
NARRATIVE FOR CAMA AREA Z_
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12.
Property owners names (for estuarine shoreline site)
X Riparian owners names
_ Linda K. Robe,soo-)
R?: Z, 13o)' It
?a s l? i' n c? f'o n AJC 2-18'83
?/i c- k i C_.._ Da'1-5oro
Rr. 2, So X 47
VVu5l,??u?on . NG 27889
Vickie C. na l-son
2310 E. MQ i,, St-,
NC, 27889
MCrV Anne r
CC'F. Z? Box 4-9
1Alash%r+a?-or?. NC. ?_7889_
D405PJA93 930428
i
LOT
ME W.BLACK / 14 PROPOSED
5, BOX 366
/ I EA. 4"z 2"TEE, PVC
1 EA. 4"GATE VALVE & BOX
1 EA. 2"GATE VALVE & BOX
/ 13132
U.WATKIN I EA. 2"-450 BEND, PVC
S7 306 SUNNYSIDE DRIVE
1 EA. 2"- 900 BEND, PVC
13t9s I EA. 2"GALV. BLOW-OFF ASSEMBLY
GODFREY
Sp 308 SUNNYSIDE DRIVE
1648
14178
KARNS
SP 310 SUNNYSIDE DRIVE
159
00
16t00 9A
RICHARDSON 7/
15t19 SP 312 SUNNYSIDE DRIVE \ \
•='i, 21'CONC 410
O
\ % \
16t1a 'L
=... 23 CONC. 17t43
? EDDtE KNOT'
Sp la SUNNYSIDE
a15 DRIVE
19
ASPHALT
Z P?
I1 7t79
;. 23'CONC. G
19110
CAMA AREA LOWERY
SP 316 6 SU SUNNYSIDE DRIVE \\
? ...=, 8 20
I-15"PVC
z-as"CMP ,yo `
DRAIN 19t94
3.O'SG/C EDWARD WATSON
S P 318 SUNNYSIDE DRIVE
19
PROVIDE \
RIP-RAP/ NORTH & SOUTH SLOPES
? zltsz
OSHED HENRY HODGES
PROPOSED TEL SP 320SUNNYSIDE DRIVE
4"PVC,SOR 21,200 PSI WATER LINE 21
5' MIN. FROM EDGE OF ASPHALT ROAD . A
`Sra/C ; icy i
t? t
NARRATIVE FOR CAMA AREA _??
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
5.
2. Type of CAMA area:
6.
3. If crossing, dimensions of crossing: S Ty P? 8
Length N/A Depth A Nl A Gross < <? a n? ha
Width ^1/la
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:

3110 Sur,nyslde DrIvE UCrosS Gann •W ?aFn?,G4 Rivet
Creek crossing
Canal crossing
Length I (0 O + Depth 4? n
Width -?-rel:c
Est. excavation volume 30 Gy Est. disturbed area 120 SY
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
X Trencher _ X -Motor grader
Track excavator
Vegetation at site. a r
Ditch crossing
__,&_Estuarine shoreline area-zonly-
X Yes. N/A
Yes Y N/A
Backhoe
D40SPIA93
1
930428
? R
NARRATIVE FOR CAMA AREA $
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: k;t r a ks i-u. bed a rec ti roN d

8. Shoreline Stabilization (if creek crossing) S P 41 o" u Q?2l t' ea hlrr
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? ___X_Yes No
NCDOT Encroachment X NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? IV o
Water line to be on private land? IUv
N//4 Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93
SEAUPORT-CO-DIST-III-CAMA-2.PMT;2
2
930428
NARRATIVE FOR CAMA AREA S
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12, Property owners names (for estuarine shoreline site)

Riparian owners names (for. public Wm- -m-Mer-8 0-9-0-9-6990,
Ed d, koo++-
314- SunnYSide Drive
V1,'asIl,;?t-onj LIC ?_"7B89
1,.1 a N, Ps L w el,
j?(p SurtnySide ri vZ
AR". 2-713Y
D405PJA93 930428
R1: Al IFnRT-CO-DIST-III-CAMA-2.PMT;2

stso
MICHAEL VOUNT
205 HAVEN WAY
17
O
GARY SUNNYSIDE DRIVE
SP
708
2t54
JOSEPH E. TAYLOR, JR.
I
CAMA 9 ?\
;46 AREA
)T 14
aY w. LYNCH PROPOSED \
CAROLINA AVENUE 2" PVC, SDR 21,200 PSI \ \\
WATER LINE
ED
3DR21,20OPS1 WATER LINE
1Ot33
PROPOSED JOHN MAHONEY
?kQ 210 SUNNY SIDE DRIVE
I EA.4"x2"TEE, PVC
1 EA. 2"GATE VALVE & BOX
2 EA. 2"-22%2° BENDS, PVC ? ?'-
Sp 212CAMELIA
1369 302 SUNNYSIDE DRIVE /
LOT
WOOLA
//14AROLD E
It79
J.M. HODGES ?
W .
RT. 2, BOX 7
l0E
VE N
O
R P
RI
5222

/ LOT
MATTIE W. BLACK
/ RLS, BOX 366 /

DRIVE

\ \ / 13t32
\ C.O. WATKIN
Sp 306 SUNN'
/ 157

i3tE
?i-Ot00 SP GC
s
J
2
)LARD
IYSIDE DRIVE _\ c
TEL \`G7
SP
75 9
IOt33
WRIGHT
3t12 END OF
+ CUL-DE-SAC
=N WAY ---
20' 2t37
SPHALT IT'CONC.
R P 205 SUNNYSIDE DRIVE
5067
9138
KEA
109 HAVEN WAY
SI WATER LINE
'ASPHALT ROAD
otso
S p BRIDGES
742 107 HAVEN WAY
2107
JAMES PITTS
105 HAVEN WAY
March 1 U / y "=- S[."Ie. 116!(/
164 B
15t19
21'CON

NARRATIVE FOR CAMA AREA _q
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
I?;rf 04A C)ff :5P_1303 -Fo 300 15, ,?Xsrde Dril/e
near C+la? -fO R+??iCO Ri?er
2. Type of CAMA area:
Creek crossing
Canal crossing
Ditch crossing
_ K Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length
Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length Depth 4 O tr?
Width l Wi gecasf
Est. excavation volume Cr CY Est. disturbed area ?_ 2 S Y
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes X_N/A
5. Type of construction equipment to be used:
X Trencher V Motor grader X Backhoe
Track excavator
6. Vegetation at site.
D405PJA93
930428
NARRATIVE FOR CAMA AREA y
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
o???'NA_?ruSS tffer-
S ?
7. Stabilization measures: Sped a
8. Shoreline Stabilization (if creek crossing) Pc lioP1 #.?Di ap n , ra l.,/c
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore) \
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction P000
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes X No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? Ye 5
Water line to be on private land?
Easement obtained
Copy of easement attached
Seeking easement at this time
D405PJA93 2
BEAU FORT-CO-DI ST-M-C AM A-2. PMT;2
930428
NARRATIVE FOR CAMA AREA C_
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. --L -Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
Glary kF e cr 1t
300 Suriwrs;de Drive
*JOA" Ma /,)onex
???O ?unnY5it1'? r;vt3
'VI,?aS(7ir?a ?-on, RlL 27'? Q 9
D405PJA93 930428
nc A t icnD'T_rn_nrc'r_M-r AM A-2. PMT2
'r
29 8
L.S. aRcwN
11rs1
TEL. ED 11$609 1Ot97 29A
[]J.Ad09AO:rj'L'D
I
I q
r S P SHEPARD
1Ot27? 1771 BOX 91 29
r
$ too
RAY El
Rr. 7, sox lao e I
r
8t52
T
7198
r
7 1655
3 I I Lor I
I SP 2051
I '
1
I
pTEL.

I3
I
1
at9a?
s
3t80a O 0$6 O
T
51680
Box 85
I re
I 20
I
27
9t66
6
SP
2031
28 '
C.G. MpLLULER
8t90
9 SP
1°18 26
4.G. w,

I ENO OF
8'4Lr
?J /
25
3
7t55 2 f Exr
1 6
T?55 W
22 SP _-
1378
W. 0 ? 2
KING 2
GMD;"aL /
l Q ,
u
CAMA AREA ?/ I
?reL 10 1
4 t 23 ?? /1
17 EXIST.l /
O 6" PbC 1 r
PRIVATE P1?'1 RIVE
W-
P IOE V;:II TE RIP-RAP/
GRAVEL FILTER
O SP 3$678
I3I9' Rr 7, BOX 75
CC AMA AREA
006 sP 3*90
976
PRDPOS 0 o
1 EA. 2'- N
BENI),PX 5
PROPOSED 21
CHECK DAMS J
GEORGOS ?? )
(CLOSE) 200 PVC P?S WATER i
LINE 5' MIN. I I n l
FROM EDGE OF 16 '
Mur???
-9 L
C
CAMA
AREA D9t23
1616
165 Bt3Y 83
rHO,NPSO
N
1, aoX 62
14 a 7195
Rr. 7, BOX 81
13 g 7 DAtV13IS
- 0
HEP4R
Rr. 7, BOSX 8n
?

?Q
t1?a 12 SP 6t49
29B WAL ACE
BOX 7

3a ,9
+

W I! sP St97
1016 w L. ARENOr
CD
i Rr. 7, BOX 78

w SP 5 157
rQ
O lsss Rr 7, Box 77
?U-
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51
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NARRATIVE FOR CAMA AREA / O
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water bode)
r?Jat2 1!°04 cl off SR 1351 X80 +4 EoSf" of is?fer5pc f70A?
t'J1411 SAC I?22? u. cross {?etcd ?F CG,aI -Fo P004"Co
t?1J'r-
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing __.X Estuarine shoreline area only
3. If crossing, dimensions of crossing:
See ly pe C
Length N/A Depth G R N/ A Cross %?<a ?e ful /
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
5.
6.
th
L Depth 40 ?? -f o te' ; r,
eng
Width Tj + 0 3T+- f'revz[i, w,4-1, 4- Y2 r
i f 4t> S4
Est. excavation volume 50 C `( Est. disturbed area 1 .2 5 S Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
X Trencher X Motor grader
Track excavator
Yes X N/A
___X Yes N/A
X Backhoe
Vegetation at site. ra 5
D405PJA93 1
-- ------ -- --__ .? .... . ............, 930428

NARRATIVE FOR CAMA AREA 10
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: ?r? ?-4?k 5t ra tie - ?fc r Cet
?a,.,s hear ..GuPyrr? Sow%,a -{? I'r75S _?ed
n 4e ber
k- E;
8. Shoreline Stabilization (if creek crossing) S?c4-7Q1-1 J'1 0-1- L pr'?? << ?? /F•
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction N041e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes X No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? yF
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93
-- ...r -- -- -T.C M I- All A_') VU'r-)
2
930429
NARRATIVE FOR CAMA AREA ) O
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12.
Property owners names (for estuarine shoreline site)
105
___2?_Riparian owners names *r- public NPIU-0181-5/
N,lliun? 1-. ArenC14-
R+. -7) 8.x 78-f)
P, +, 7 f3. ,w 74-
1•Va sei "a loy. A)C_. 27 0 $ 9
D405PJA93
_ 930429
r
3 te,
,o
29B O
L.S.BRCWN 3 c ,C,%
TEL. Irtsl I CAMA AREA 3Q? S.M?Nwq
1 12 a s? 3 UR°°M.
rltoe ,Ot9T 294 I
34 37
J•A. BROM'NFIELD ` X163 * OO C
El BOX g2 1 Sp 5 Sp S
1 164 ( \\ ?? 3 rqO - ?6sT
?\ S
r SP SHEPARD \ ?/,0, 7y S3
IOt27 1771 BOX 91 29 \ ?? fND 0 qQ 36 Sp
O7t? X453
27 1
! (Lot) r CAMA
916 g I SP zosr 9f66 EVDO? 0 AREA ? 23
a S P 8 1695 D . 613Y 83
I zosl / 15
e *ss
er 0 I
28 ? Rr 7 pSON
RAY 1 ' BOX 82
R7 7, BOX 140 8 1 C.G. MOLLULER
M I 81690 f
_ sP
1618
5 26 ( ) 14 a 71695
.
8 2 a 1 RT 7, BOX 8r
Rr 7 a3k y?
V Bf I
71698 a I3 SP 71631
OrEI. O 1969 RT. T -SHEPARD '
25 0 , BOX 80 i•
r
23 s' J EX/Sr f
TrgSa P?c I '
71655 r 4 71655 W 2
I 22 SP l JJ
O 1378 2 ?Z SgRr7,
WALLACE W. 0. KING O M. 4 ( BOX 79
GRE?L 3 Q
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y?O olpr t97
(DL7,, BOX 78
r( C
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N? ID SP 5 f 57
((( O0 4NO 1385 Rr. 7, BOX 77 f (:
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5t80 j ?
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D CAMA AREA
TEL. 10 ' O S P 3 178
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23 3 r9 r7, BOX TS
oe CAMA AREA
? EX1ST.l /
s^P?c 1? i
PIPEII O 6 SP 3t90 1
3r80: 0 Ot o P DRI 976 1
J W W
PROPOSED c
Pi?VIOE RIP-RAP/ I EA.2' P '
PROPOSED GRAVEL FILTER I I BEND,P6C
O
GEORGOS " CHECK DAMS Md ?^c
PLACE 2 PVC SDR 21 I I
(CLOSED) 200 PSLI WAT?R JC
LINE 5'MIN 4?
FROM EDGE OF 16 I; I S L c1 Cs
r •
NARRATIVE FOR CAMA AREA I I
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
r-r;uu/e r-oa cl 2 ?t-a/he ng Cone] +o % av„_/%co rider
E??rance roa.cl iS o n J? ?3S/? 32O ?eef S"? mF
l r? r-See hX69 w i44, 51P /32Z .
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length 5 $ O Depth 38 iv)
Width I l?z ?t f r-e"c 11 by), 4- -f Si deta,5-I-
Est. excavation volume I OO CY Est. disturbed area 4- O O S Y
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes X N/A -
5. Type of construction equipment to be used:
X Trencher __)?_Motor grader X Backhoe
Track excavator
6. Vegetation at site. _ U In I e t, d d ra s s a d v a `a ?-?? s s
D405PJA93
RC AT i rni?T_rn-nirT-iIi-r AM A-2. PMT:2
1
930428

NARRATIVE FOR CAMA AREA 1 I
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: ?Gw NJ u ra s s F
8. Shoreline Stabilization (if creek crossing) mac-} {'??? v? ref 4 n??l; 4 b l&
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction 00 D a1 e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes _ No
NCDOT Encroachment
obtained
NCDOT Encroachment
application applied for
11. Water line to be within non-DOT public right-of-way? ?
Water line to be on private land?
Easement obtained
Seeking easement at this time
D405PJA93
BEAUFORT-C0-D1ST-m-CAMA-2.PMT;2
Copy of easement attached
930428

NARRATIVE FOR CAMA AREA
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12, X Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
Ro bP.-1- G, Freese
P D. 8CX 2(0 5
Wa ? ?;na?"on /??: 27889
M.I-!'Ur1 ? ?roDk?
n ?. aoX ???a-i
rloua lus Cam, Mercer
1 v5` //Lu w s o+) PoaJ
WG c:r7i H/ 0,,1 C. 217 37 1
S 1 rn OVl A r. i,-; f0 pi
Rt. 3, Box 7Z4-
MC- IGs1,;n? inn 27889
Reba O Wh;fle.i
Pi-, ? 8o x 74
vVus h.'? , ¢-on G 2.710
D405PJA93
Ar+A,4r Vv I,aX1'15 17
P v, 6 0x /062
Vllush?rtan hJC" 272'4
I-A/a t I o c e ALe o tlj,?1 S
219 S??»r»or,? St 9p
?'V ??11hZU ( Gr'1, ??. 770 /
F-e-dd,e B, Rarne +e,
2,02 Ma?jno-a. Dr,
s?-?. ?, r C 2788
M-L,rav C• ?a ker
Rt 7 .Box 7G
W a.s?, i H u fn?? ?G 2-78 89
930428

29 g
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91,68
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71,96
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71,55
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9166
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AREA D9123
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15
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14 71695
ORr. 7, BOX
81
25
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416940
6
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f
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CAMA AREA
13 g,S,,PD 71631AV/S.SHEpaRD
R1, 7, BOX 80
EXIST O
W ? 2
2 "rQ
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12 SP 6t4g
296
7L
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79
LL 3 Q
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. W
$ C5 1016 w L. AREIVOr
7
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X 78
O cV
W.
Oy? O
I 1 SP $ 1,57
158s RT 7, BOX 77
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10 I f 1 O SP 3t7B
/ 163 /9'
4 t23 BOX 75 l
1 /
17 p9sr / CAMA AREA
O GP1AC \Ir
P(PErr 1? 6 SP 31,90
1 P V r O 978
W W OD I
1 1
O PROPOSED GRAVEL FRIP-RAP ILTER/ KENO,PbC
CHECK DAMS O A ?'- ?? I Lr '??3
sPLACE 2" PVC SOR 21, I G'C
(CLOSED) 200 PSLI WATER I I S c.n r ??
. I I
LINE 5' MIN \ /
FROM EDGE CF 15
28
S
C.G.
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ISIg

NARRATIVE FOR CAMA AREA 12
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
Wes+e, eud C?7 -tck?i(llJ Ca-;yt ?Pa?'QI1?liNC? SR 135)
2. Type of CAMA area:
Creek crossing
Canal crossing
3. If crossing, dimensions of crossing:
Length
Ditch crossing
__Estuarine shoreline area only
Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length ?? 0+ Depth - 8 i
Width Side cu ?"+
Est. excavation volume / Z GY Est. disturbed area 4-5 5Y
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes '( N/A
5. Type of construction equipment to be used:
Trencher X Motor grader X_Backhoe
Track excavator
6. Vegetation at site. Ya r-d a ra s s
D405PJA93
I
930428
NARRATIVE FOR CAMA AREA M
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: Sow N A ara s s seed a4,-t-
8. Shoreline Stabilization (if creek crossing) 7 e? 4-foo o,-E- 4 u v l1 ca l?/?
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction Noi, e.
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes __Z_No
NCDOT Encroachment
obtained
NCDOT Encroachment
application applied for
11. Water line to be within non-DOT public right-of-way? YeS
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93 2
....,. ........ ..... n?rrn 930428
NARRATIVE FOR CAMA AREA 1 2
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. ---Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
J O P14 S P rn e r
P.1•. ?? F3?x 146
(_ u C u tnlti N C, 278 51
Looojoie D. 7e14-e?-?n. Jr
Rt. 7, Box to(-,
to r), "C 2-7889
_-?1 ? ?1 1 ? Y R. F1,17t re l l J-,
X 7 2 O
VVa. j, {-can ljG 2788 `f
- C4
1) 1
D405PJA93
BEAU FORT-CO-DIST-III-CAMA-2.PMT;2
Fredd;e Gr SnwXer-
?7 O2. F-, Mal"" St,-e ,?+
Ala sb,1 v,a4ov1 !JC 27'8'$9
930428
t
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QI? ?o° O
- •- FARMVILLE AVENUE -?i -PRIVATE ROAD
- ---- -yy- s'' - --- _ _i
o ^ i PROPOSED 3"PVC,SDR 21,200 PSI WATERLINE
a01 1 ? C I
W I I I ? "? ~
MATCH LINE 14t00
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NARRATIVE FOR CAMA AREA I I .
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body-)
Pa rry)y ) )e Av'F?,u e SC)LA4111A1?_`,t c)T S R 1355 1 G['rOSS
('Qna' `IC) Pat'n 11•CO PrJar
2. Type of CAMA area:
Creek crossing Ditch crossing
X Canal crossing < Estuarine shoreline wa--Qay
3. If crossing, dimensions of crossing: see Type B
Length Depth G? M CG ro s ,.1 a
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length I O -? f Depth
Width/?f 10 3.? t-rea1( '1 I v, ?l fo Gi -F-F Sic?f c45F
Est. excavation volume SD GY Est. disturbed area 4- 1 Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
X Trencher x Motor grader
Track excavator
__Yes N/A
Yes Y N/A
)( Backhoe
6. Vegetation at site. L4 r+ a rte`'
D405PJA93
BEAUFORT-CO-DIST-n1-CAMA-2.PMT;2 930428
NARRATIVE FOR CAMA AREA 13
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: _ i rG p l g ru u e l -P? 1-J,er check do--,
T- I 'J
road S' de di+z t,es SJ4 :&.,,,a across C-leer-f,
q ??as S 5er?1 A l`t er bac 111,00 -
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction No L, e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes _Z_No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way?
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D40SPIA93 2 930428
NARRATIVE FOR CAMA AREA 13
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
__.Z__Riparian owners names (Ii----
T rev-i .R,;nson
P. D. Box (04-1
M,s ,lr,n+c>n NC 2.7$$9_
D405PJA93
BEAUFORT-CO-DIST-III-CAM A-2. PMT;2
930428
c

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arCOCK PROPOSED
30 LF 4 OR780RE WITH 4" STEEL
U
T I MIN. THICKNESS 0.188 AND f PVC
17 It35 200 PSI WATER LINE
JONES
I CAMA AREA
T Ot98 16
W OR THIIGTON
PROVIOE
ct ENOO DRIP-RAP/GRAVEL FILTER CHECK OAMS
_P
C:OtO01
U PROPOSED
2 EA. 6" GATE VALVE
Q-=plopI CAMA AREA s3o 2 EA.6"x6TEE ,01
T 1 I II , I ` CAMA AREA
T I IC I BP 092 I I I EA.6;z4" REDUC:
(\I\\' 47 1 t 53F I l Tel 11 ! ; I 15 1 EA.4x2°TEE, PV
21t85 1 I I 1' I' I EA. 4 GATE VALVE
T 53F
ZOt95 I I III \ \ \\ I EA.2°GATE VALVE
\ 1 ItI7
\
MpZING O I rp 53C 54 l I EA. FIRE HYDR,V,
It65 r I' It819, \\ 1 EA.6"D1 PLUG,T.;F
"'
I? n E418 i EA. 2GATE `/AL'/E
T I
'? I 1 \ '?
\0- 2,10 m
H o 001 I I 1z 1,95
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1 \ \\\ TEL
2t61t
Z 1 1 _ ezn I 3t
?I PROPOSED
I? 2'PVC,SOR 21,2CO PSI WATER UNI
1 1,
;, I T
3t73 n ? I 5
'I` ' eAKER III 16
i\I x/11- 3t
I
•,1 ` ? ???atle
T
6t32 4tes
50 T 50A
48 ag T sP 5to6
381
6t32
a AR E
GR
IITr Lg:sso 1
6
to
1 53A
t
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02 ? ?
95 I
4t851-
14
CAMA AREA
a REGINALO
SIBS SP ASBr
1149
52
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PROPOSE?
I EA. 2"-?O° BEND, PVC
I EA.2"GALV. SLOW-OFF ASSEMBL
Mal h ?i3
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14-
NARRATIVE FOR CAMA AREA
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
at1)04 K'(>aJ 1?0 ra1/1IevY r area '4f sR 1-3F,),. a,,
R,+4? Auer,.,r and Pi_Vjer-wu 1 k
2. Type of CAMA area:
Canal crossing __Estuarine shoreline area only
3. If crossing, dimensions of crossing:
5.
4. Dimensions of estuarine shore area disturbance:
6.
Track excavator
Creek crossing Ditch crossing
Length Depth
Width
Estimated excavation volume
th
L 4$ o ?? Depth
4 L n c It -e s
eng -
Width w i4 SiOeC4s?
Est. excavation volume / 2_ U CY Est. disturbed area '_? 5 7 5 5 Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
2?_Trencher X Motor grader
Vegetation at site.
D405PJA93
--vnwr t+n_iII42T_7Ti_rAMA_9 PMT-2
I
Yes X N/A
Yes X N/A
X Backhoe
930428

NARRATIVE FOR CAMA AREA 1 4-
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: Sow ; ?+ e 9 ra_5:5 !seed el f j P r b a c if L,'11, h3
8. Shoreline Stabilization (if creek crossing) Se r 4; n n ro+ - a i) ° k «ble
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction Mr ii -e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes X No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? M4e
/
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D40SPIA93
BEAUFORT-C0-DIST-III-CAMA-2.PMr;2
2
930428
NARRATIVE FOR CAMA AREA '--
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. _.X Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
)A i I l i a m VU, IIA J-e . Jr
20 2- Dum w. cIt Road
e h esa. nec, kP- VA
Ha r r v G, Woo ne?--
G en 'a I 17e? Pv-ery/
jT-N .L
K G \Aj a I a to
Roscoe H. Oea4A jr.
R+,'7 Box /2-3
D405PJA93
BEAUFORT-CO-DIST-III-CAMA-2.PMT;2
930428
I U z' I922cx I PROPOSED
' L---? Icl L 30 LF 4 DRYSORE WITH 4"STEEL
te9 7 ImI r MIN. THICKNESS 0.188*AND 2'PVC
T 00 PSI 'HATER LINE
d I rsa I..?L JONES I? 2
?I "2T ICI a CAMA AREA
Im 7 ? IDI T
2TELrl 1122 Ot98 16
I I 7 Im Ri ?WORTNIt?GTON
T H PROVIDE
otsT I
T I RIP-RAP/GRAVEL FILTER CHECK DAMS
:1
WAN I I ALLEN PI IC:23oot ES HA I? - . _- - -
:1321
N/ 1 Oto01
I`Is aCP U ?\ PROPOSED
TEL ' t 2 EA. 6" GATE VALVE
i
9
1
1?.
y
/ rEL ?=otooL
?Zptoo I CAMA AREA 530 CAMA AREA 2 EA.6'z6"TEE, DI
1 1 I} 1 I'
}/' T I IC l 0 92 i EA. 6"z 4" REDUC_
I\I\ 1 T 47 ? ! {I 53F I I Tel (I ! I {?J f EA. 4'z2"TEE, PV
l ? l? I
\ 2„a5 I 11 ? ?`? \ 53F I Ea.4"GATE VALVE
1 1
} 20t95 T I I EA,2"GATE VALVE
li
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11 \ T I I-?O Ite9 \ I EA.6"DI PLUGJT,r-
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! I 2t95 I? ? PVC SDR 2! ZCO PSI WATER LJJ
c I I r 1 I I-a la 53A \
3t2611 II I? 536 I ?
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REGtNALD
ste5 SP ASBY
1149
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AC1 r c I L'? 9_3
SGC1 ? C _ ? ? _ / G C-
NARRATIVE FOR CAMA AREA 15
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street nam
Ri ye,-kua (k Drive-
+0
?iru(?2ll??0 ?Glrou l 2. Type of CAMA area:
Creek crossing
Canal crossing
3. If crossing, dimensions of crossing:
subdivision, nearest water body)
Jake 5 Pal h ouch (5glar/ f)(I?
pelp"),'co Piytr
Ditch crossing
?(_Estuarine shoreline area only
Length Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length '--10 D -fit Depth 4-? (n
Width J/z ;+ -tr-e?c? wi 1 5 F+ S,`dPc4s+
Est. excavation volume & D G`( Est. disturbed area 1 7 D SY
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
-Trencher _Motor grader
Track excavator
Yes X N/A
Yes k N/A
Backhoe
6. Vegetation at site. -I 1-t? S's
D405PJA93
930428
QC n 11F(1R T-rn-Pl ST-iii-r AM A-2 _ PMT:2

_
NARRATIVE FOR CAMA AREA 15
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: Sow ,' G a rya s s Seed 644 e r hlc k (;1 Ila,5 ,
8. Shoreline Stabilization (if creek crossing) ; ec_-I-r'C 4.1 n o `f- a 12 11 b16%
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction Nv o e-
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes k No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way?
Water line to be on private land? Ve S
Easement obtained Copy of easement attached
XSeeking easement at this time
D405PJA93
2
930428
NARRATIVE FOR CAMA AREA 15
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12, ---X--Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
L Luis A Noufeo
Rosa „,ond Van Hou+ev,
D, sox ?2`•?i
l?ey5f'o?'?Qi, GD 3 0435

D405PJA93 930428
rrFnvT_rn_nTSr-III-CAMA-2.PMT;2
MCA
j I L-1 I I I?I ?aYCOCK I 30 LF 4S DRYBORE WITH 4" STEEL
te9 T U Imlg T MIN. THICKNESS 0.188' AND f PVC
Id It6e T I.- TEL JONES I?200 PSI WATER LINE
? 1127 1:0 "01
0 CAMA AREA
T ? T 1
27EL1`1 a 1122 -tl Ot98 (6
I I ?I ? WORTHINGTON
o-"1 t Ot6T? I I PROVIDE :
1 1 T totes I I t 24tOF RIP-RAP/GRAVEL FILTER CHECK DAMS
.I I I ALLEN I I 23t010 ESPHAL I ?
WAN ( 15 ROP _P
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SP II
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Tel I 15 1 EA.4"x2"TEE,
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PROPOSED

Ipl 53A 2"PVC,SDR 21,200 PSI WATER LM? ;

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REGINALD
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NARRATIVE FOR CAMA AREA /
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
jakek ?a? ?CyaC( ?4- ?eef -troy„ S(?' /32?_
iuc?r-
Qc?-o5 S 'l ? -f-c 1, -?o P6 ,, /;cc,
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing __2?_Estuarine shoreline aua:*n1)?--
3. If crossing, dimensions of crossing:
Length ti/A Depth G AM A G ,°o s nP cr.
Width N/?1
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
th
Len l a -{.f Depth 4 Z -1.0 70
g
Width icy 3 (1 -1ry<,r1; iA) 6 . _" Fa
Est. excavation volume o c Est. disturbed area n s Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
X Trencher X Motor grader
Track excavator
Yes Y N/A
X Yes N/A
_2?_Backhoe
6. Vegetation at site. (J (a - a s75
D405PIA93
BEAUFORT-CO-DIST-III-CAMA-2. PMT;2
I
93.116
,
NARRATIVE FOR CAMA AREA /_
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: ,u - ? u ;
u Q V'GC, Seed Ul -f.r' 1--) c k -Y,'1 hc.
8. Shoreline Stabilization (if creek crossing) Se C-h o.? a p'' co Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore.
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction M-o w F
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? ___X-Yes No
NCDOT Encroachment X NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? ?F s
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93 2 930428
-A nrniDr-il i-n1CT_M-r AMA-2.PW.2
NARRATIVE FOR CAMA AREA
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12, _c Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
k+. 7, 8o x 'y4
byusb 1:2a f-nrt NC, 27289
M; l+on L. Pa rk er
He,le?, PdrkFV-
1 ©4 E, l?/(o in Sh
tiU4Sh?rt9?or?? lUG 27$8`1
D405PJA93
RF A i IFORT-CO-DIST-III-CAMA-2.PMT.2
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NARRATIVE FOR CAMA AREA / 7
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
Man - /9- WOV .rave near PA r/ nS rooC/
II-/.., - I n nit / 4r, R ,1"I hro P" V ef-
2. Type of CAMA area:
Creek crossing
Canal crossing
Ditch crossing
_ X Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length
Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length 3 5 U -?f Depth 4-0111
Width 1 %2 (t ? rtrC ?1 W14-1, 5 T4- i'dec
Est. excavation volume 70 5 Y Est. disturbed area 2 5 0 '-)' f=
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
X Trencher X Motor grader
Yes X N/A
X Backhoe
Track excavator
6. Vegetation at site.

D405PJA93 1
BEAUFORT-CO-DIST-III-CAMA-2.PMT;2 930428

NARRATIVE FOR CAMA AREA / 7
BEAUFORT CO WATER DISTRICT 191-
LONG ACRE EAST
7. Stabilization measures: Sow,'Ka R?-uss Seecl e4'4e?- 6ackf;ll-i<<l
8. Shoreline Stabilization (if creek crossing) 5el. f-?'ot, ?1o+- 0 2 1,* r r f le
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction No0r e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes No
NCDOT Encroachment
obtained
NCDOT Encroachment
application applied for
11. Water line to be within non-DOT public right-of-way? e s _
Water line to be on private land?
Easement obtained
Seeking easement at this time
D405PJA93
2
Copy of easement attached
930428
NARRATIVE FOR CAMA AREA 17
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12, _ )(_Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
PU p R'odnev Sr?wver
7 2 6 coo-pile Sh; n e &.,t
t uw)bia M h
o ?i i r7 F?o-11 <.;
1 P 7 tc e. ct? n r- v' e
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D405PJA93
BEAU FORT-CO-DIST-III-CAMA-2.PMT;2
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
PO. BOX 1890 AUG 2 31993
WILMINGTON, NORTH CAROLINA 28402-1890
WLILANDPS t?ftOU,"
IN REPLY REFER TO August 12, 1993
L
ATERn SECT:
O%JALITY
Regulatory Branch
Action ID No. 199302704 and State Permit No. 80-93
Beaufort County Water District III
Long Acre East
Post Office Box 1027
Washington, North Carolina 27889
Gentlemen:
Reference your application for a Department of the Army permit to install
water lines through waters and wetlands of Upper Goose Creek, Broad Creek and
the Pamlico River, Long Acre Township, Beaufort County, North Carolina.
Your proposal has been reviewed and found to be consistent with the
provisions and objectives of general permit No. CESAW-C080-N-000-0291.
Therefore, you may commence construction activity in strict accordance with
applicable State authorization and the enclosed plan. Failure to comply with
the State authorization or conditions of the general permit could result in
civil and/or administrative penalties.
If any change in your work is required because of unforeseen or altered
conditions or for any other reason, plans revised to show the change must be
sent promptly to this office and the North Carolina Division of Coastal
Management prior to performing any such change or alteration. Such action is
necessary as revised plans must be reviewed and the authorization modified.
Questions or comments may be addressed to Mr. Norm Sanders, Washington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure

-2-
Copies Furnished with enclosure:
Director, Atlantic Marine Center
National Ocean Service
ATTN: MOA 232X1
439 West York Street
Norfolk, Virginia 23510-1114
C John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, NE.
Atlanta, Georgia 30365
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
Mr. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889
? <r

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ROAD
?--CULVERT PROPOSED
1 I WATER LINE
W 1 I W
W
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AP /GRAVEL FILTER
DAMS.
GROUND LEVEL
36" MIN.
L PROPOSED MAIN I
6 MIN.
PIPE JOINT
MAIN TO BE CENTERED OVER
DRAIN. EXISTING STORM
SEWER DRAIN
NO PIPE JOINT SHALL BE INSTALLED
OVER DRAIN.
Mc+ r c k (C; I (7 3
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TYPE A CAMA CROSSING
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f
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i
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PROPOSED PROPOSED
STEEL CASING WATER LINE
w W
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L PROPOSED MAIN
GROUND LEVEL
18"MIN.
6"MIN.
10 LF MIN. STEEL CASING INCLUDED
IN UNIT PRICE OF PIPE.
STEEL CASING TO BE CENTERED
OVER DRAIN.
NO PIPE JOINT SHALL BE INSTALLED
INSIDE CASING.
TRANSITION TO 36'COVER WITHIN 50'
ON EACH SIDE OF STORM SEWER.
IPE JOINT
EXISTING STORM
SEWER DRAIN
)March ICl !`19.3
SH 72o?257
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UNDER DRAIN.
PR=OSE?p
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PIPE JOINT
24 MIN.
ENT
TYPE C CAMA CROSSING
EXISTING STORM
SEWER DRAIN
IPE JOINT 1
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I EA.6"GATE VALVE 8 BOX
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I EA. FIRE HYDRANT, 41/2"
PROPOSED 2" PVC, SDR 21,200 PSI WATER LINE
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410 RIVERSIDE
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RT.3 BOX 277
N 6129
DOROTHY PASCHA
1709 ROSEWOOD
DRIVE
GREENVILLE, NC
27858
SP JAY M. HODGES,J
120 BOX 1405
P.O. .
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4197
SP JOSEPHINE S.
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R0. BOX 1805
4144
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RT. S BOX 2 73
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I EA. 2"GATE VALVE a BOX
/ 13132
co.WATKIN 1 EA. 2"-45° BEND, PVC
Sp 306 SUNNYSIDE DRIVE
I57 I EA. 2"- 900 BEND, PVC
13t95 1 EA. 2"GALV. BLOW-OFF ASSEMBLY
GODFREY
SP 308 SUNNYSIDE DRIVE
164 8
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3.0 :6 t
SF 318 SUNNYSIDE DRIVE
19
9
PROVIDE
RIP-RAP/ NORTH $ SOUTH SLOPS
` 21t52
HENRY HODGES
PROPOSED TEL Sp 320 SUNNYSIDE DRIVE
4"PVC,SDR 21,20OPS1 WATER LINE 21
5, MIN. FROM EDGE OF ASPHALT ROAD
MAr? 1[.? I?/?l3
5 T' 1¢ o j
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MICHAEL VOUNT
203 HAVEN WAY
17,5"50
SP
046
IT 14
2Y W. LYNCH
CAROLINA AVENUE
LAMA { 9
AREA
PROPOSED
2"P VC, S OR 21,200 PS
WATER LINE
ED
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PROPOSED
1 EA.4z2" TEE, PVC
I EA. 2"GATE VALVE & BOX
2 EA. 2"- 22 %20 BENDS, PVC
1Ot33
JOHN MAHONEY
?Q A 210 SUNNYSIDE DRIVE
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00 SUNNYSIDE DRIVE
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too
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T I
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TEL 2 EA. 6" GATE VALVE
oft TEL CAMA AREA'
tC0 Ts22t33 330 6"x 6"TE:
2 EA.,Dr
oroo CAMA AREA
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21ta5 ' I 1 1 53F I EA.4"GATE VALVE
\ 20t95 T 1 I !
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M021NG0 7 53 1 54 I EA. FIRE HYORAN7
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1{ 1 3t26 I-- 5388 53A A 1 1 \
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C GARRETT 1149
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off' 2S
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State of North Carolina
Department of Environment,
Health and Natural Resources • •
Division of Environmental Management
James B. Hunt, Jr., Governor
..:Jonathan B. Howes, Secretary 1:3 FE"N F1
A. Preston Howard, Jr., P.E., Director
July 21, 1993
Granville Lilley, Chair
Beaufort County Water District
P.O. BOX 1027
Washington, N.C. 27889
Dear Mr. Lilley:
Subject: Proposed fill in Wetlands or Waters
Utility line, Beaufort County Water District III
Beaufort County
DEM Project # 93492
Upon review of your request for 401 Water Quality Certification
to place fill material in 480 square feet of wetlands or waters which
are tributary to Goose and Broad Creeks and Pamlico River for water
line installation located at Long Acre Township in Beaufort County as
described in your submittal dated 27 May 1993, we have determined that
the proposed fill can be covered by General Water Quality
Certification No. 2664 issued January 21, 1992. A copy of the General
Certification is attached. This Certification may be used in
qualifying for coverage under Corps of Engineers' Nationwide Permit
No.12.
If this Certification is unacceptable to you, you have the right
to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this Certification. This request must be in
the form of a written petition conforming to Chapter 150B of the North
Carolina General Statutes and filed with the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. Unless such
demands are made, this Certification shall be final and binding.
If you have any questions, please contact John Dorney at 919-733-
1786.
incerel
I
reston ward r. P.E.
93492.1tr
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DEM Regional Office
Mr. John Dorney
Central Files
John Parker, Division of Coastal Management
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
1F,
WILMINGTON, NORTH CAROLINA 28402-1890 ;?°°T0,13,=
L-777 AM GI2C9
IN REPLY REFER TO July 13 , 1993
Regulatory Branch
Action ID. 199302704
Mr. John Parker
Division of Coastal Management
North Carolina Department of Environment,
Health, and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Parker:
Reference the application of Beaufort County Water District III, Long Acre
East, for a Department of the Army permit to install water lines through
waters and wetlands of UpperGoose Creek, Broad Creek and-the Pamlico River,
Long Acre Township, '•Beaufort :County, North Carolina.
The Federal agencies have completed review of the proposal as presented by
the application and your field investigation report.
We recommend that the following conditions be included in the State
authorization:
a. All work authorized by this permit must be performed in strict
compliance with the permit plans.
b. The area of waters of the U.S. that is disturbed must be limited to
the minimum necessary to construct the utility line.
c. The temporary placement of excavated or fill material in waters or
wetlands will be for the absolute minimum period of time necessary to
accomplish the work.
d. Preconstruction substrate and wetland bottom contours will be
restored. All excess material will be removed to an highround retention area.
e. Excess material must be removed to upland areas immediately upon
completion of construction.
f. In wetlands, the top 6" to 12" of the trench should generally be
backfilled with topsoil from the trench.
g. Any exposed slopes and streambanks must be stabilized immediately upon
completion of the utility line.
., r
-2-
h. Stabilization is required immediately on completion of each individual
crossing.
i. Measures shall be taken to prevent live or fresh concrete from coming
into contact with waters of the State until the concrete has hardened.
j. The activity will be conducted in such a manner as to prevent a
significant increase in turbidity outside the area of construction or
construction-related discharge. Increases such that the turbidity in the
waterbody is 50 NTU's or less are not considered significant.
Questions or comments may be addressed to Mr. Norm Sanders, Washington
Field Office, Regulatory Branch, telephone [phone].
Sincerely,
Copies Furnished:
John Dorney
Water Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health, and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Pivers Island
Beaufort, North Carolina 28516
G. Wayne Wright
Chief, Regulatory Branch
Mr. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, NE.
Atlanta, Georgia 30365
s
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
l'
WETLANDS canl«
w
IN REPLY REFER TO
June 4, 1993
S: July 6, 1993
Regulatory Branch
Action ID. 199302704
Beaufort County Water District III
Long Acre East
Post Office Box 1027
Washington, North Carolina 27889
Gentlemen:
Reference your application for Department of the Army (DA) authorization
to install water lines through waters and wetlands of Upper Goose Creek, Broad
Creek and the Pamlico River, Long Acre Township, Beaufort County, North
Carolina.
On February 6, 1990, the DA and the U.S. Environmental Protection Agency
(EPA) signed a memorandum of agreement (MOA) establishing procedures to
determine the type and level of mitigation necessary to comply with the Clean
Water Act Section 404(b)(1) Guidelines. This MOA provides for first, avoiding
impacts to waters and wetlands through the selection of the least damaging,
practical alternative; second, taking appropriate and practical steps to
minimize impacts on waters and wetlands; and finally, compensating for any
remaining unavoidable impacts to the extent appropriate and practical. To
enable us to process your application in full compliance with this MOA, we
request that you provide the following additional information:
a. Permits for work within wetlands or other special aquatic sites are
available only if the proposed work is the least environmentally damaging,
practicable alternative. Please furnish information regarding any other
alternatives, including upland alternatives, to the work for which you have
applied and provide justification that your selected plan is the least
damaging to water or wetland areas.
b. It is necessary for you to have taken all appropriate and practical
steps to minimize wetland losses. Please indicate all that you have done,
especially regarding development and modification of plans and proposed
construction techniques, to minimize adverse impacts.
c. The MOA requires that appropriate and practical mitigation will be
required for all unavoidable adverse impacts remaining after all appropriate
and practical minimization has been employed. Please indicate your plan to
mitigate for the projected, unavoidable loss of waters or wetlands or provide
information as to the absence of any such appropriate and practical measures.
4
-2-
This information is essential to our expeditious processing of your
application and it should be forwarded to us by July 6, 1993. Also, a copy of
this information must be sent to the North Carolina Division of Environmental
Management to enable them to adequately evaluate your application for a Water
Quality Certification pursuant to Section 401 of the Clean Water Act.
If you have questions, please do not hesitate to contact Mr. Norm Sanders,
Washington Field Office, Regulatory Branch, telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Copies Furnished:
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV
Wetlands Regulatory Unit
345 Courtland Street, NE.
Atlanta, Georgia 30365
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
John Dorney
Division of Environmental Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO June 4, 1993
Regulatory Branch
Action ID. 199302704
Beaufort County Water District III
Long Acre East
Post Office Box 1027
Washington, North Carolina 27889
Gentlemen:
D
f
1!
On February 11, 1991, we renewed general permit No. CESAW-CO80-N-000-0291
(copy enclosed), which provides Federal authorization for construction
activities that receive authorization from the State of North Carolina.
A review of your application received June 1, 1993, for Department of the
Army authorization to install water lines through waters and wetlands of Upper
Goose Creek, Broad Creek and the Pamlico River, Long Acre Township, Beaufort
County, North Carolina, indicates it to be a candidate for Federal
authorization under this general permit. Accordingly, the administrative
processing of your application will be accomplished by the North Carolina
Division of Coastal Management. Comments from Federal review agencies will be
furnished to the State.
If your application must be withdrawn from this general permit process for
any reason, you will be informed regarding its further management. If there
are no unresolved differences in State-Federal positions or policies, the
final action taken on your application by the State will result in your
receiving written notice from us that your application is consistent with the
general permit and you may commence your activity. Only after receiving such
confirmation should you begin work.
Your application, pursuant to Section 10 of the River and Harbor Act and
Section 404 of the Clean Water Act, has been assigned Action ID No. 199302704
and will be coordinated by Mr. Norm Sanders in our Washington Field Office.
He is available at telephone [phone].
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch

Enclosure

-2-
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
/. John Dorney
/Waterr
r Quality Section
Division of Environmental
Management
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Ms. L. K. (Mike) Gantt
U.S. Fish and Wildlife Service
Fish and Wildlife Enhancement
Post Office Box 33726
Raleigh, North Carolina 27636-3726
Mr. Larry Hardy
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, North Carolina 28516
Mr. Thomas Welborn, Chief
U.S. Environmental Protection
Agency - Region IV .
Wetlands Regulatory Unit
345 Courtland Street, NE.
Atlanta, Georgia 30365
tlanta, Georgia 30365
Mr. Terry Moore
Washington Regional Office
North Carolina Division of
Coastal Management
Post Office Box 1507
Washington, North Carolina 27889

State of North Carolina
Department of Environment,
Health and Natural Resources Ar44;0
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary CJ E H N F=?L
A. Preston Howard, Jr., P.E., Director
July 21, 1993
Granville Lilley, Chair
Beaufort County Water District
P.O. Box 1027
Washington, N.C. 27889
Dear Mr. Lilley:
Subject: Proposed fill in Wetlands or Waters
Utility line, Beaufort County Water District III
Beaufort County
DEM Project # 93492
Upon review of your request for 401 Water Quality Certification
to place fill material in 480 square feet of wetlands or waters which
are tributary to Goose and Broad Creeks and Pamlico River for water
line installation located at Long Acre Township in Beaufort County as
described in your submittal dated 27 May 1993, we have determined that
the proposed fill can be covered by General Water Quality
Certification No. 2664 issued January 21, 1992. A copy of the General
Certification is attached. This Certification may be used in
qualifying for coverage under Corps of Engineers' Nationwide Permit
No.12.
If this Certification is unacceptable to you, you have the right
to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this Certification. This request must be in
the form of a written petition conforming to Chapter 150B of the North
Carolina General Statutes and filed with the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. Unless such
demands are made, this Certification shall be final and binding.
If you have any questions, please contact John Dorney at 919-733-
1786.
incerel
I
reston ward r. P.E.
93492.1tr
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DEM Regional Office
Mr. John Dorney
Central Files
John Parker, Division of Coastal Management
P.O. Box 29535, Roleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 5n recycled/ 10% post-consumer paper
STA7Z
RECEIVED
NASHINGTON OFFICE

State of North Carolina
Department of Environment, Health, and Natural Resources
512 North Salisbury Street • Raleigh, North Carolina 27604
James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary
DIVISION OF COASTAL MANAGSH)?NT
25 May 1993
MEHORANDUH
TO: Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
FROM: John R. Parker, Jr.
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Beaufort County Water District II, Long Acre West
Project Location: Sections of Long Acre Township in Beaufort County and in the Town of
Washington Park
Proposed Project: The applicant is proposing to install water lines.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by 17 June 1993. If you have any questions regarding the proposed
project, please contact David Gossett at 946-6481. When appropriate, in-depth comments
with supporting data is requested.
REPLY -!,/ This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
Si
Date 121
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] Fax # [phone]
An Equal Opportunity Affirmative Action Employer
e STATE o
RECEIVED
WASHINGTON OFFICE
I MAY 2 7 1393
ppq?4 - -
'. 44 iiw
State of North Carolina
Department of Environment, Health, and Natural Resources
512 North Salisbury Street • Raleigh, North Carolina 27604
James B. Hunt, Jr., Governor DIVISION OF COASTAL MANAGEMENT Jonathan R Howes, Secretary
26 May 1993
MEMORANDUM
TO: Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
FROM: John R. Parker, Jr.
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Beaufort County Water District III, Long Acre East
Project Location: Sections of Long Acre Township in Beaufort County
Proposed Project: The applicant is proposing to install water lines.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by 18 June 1993. If you have any. questions regarding the proposed
project, please contact David Gossett at 946-6481. When appropriate, in-depth comments
with supporting data is requested.
REPLY I/ This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the
n++?rl. o.d '+?.n.ncrto
Signed
Date
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] Fax # [phone]
An Equal Opportunity Affirmative Action Employer
To: John Dorney 8
P14nning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT ? ---WRIER QUALITY SECTION
CAMA/COE PERMIT APPLICATION REVIEW
WARO PROJECT # q ! 3 -U `f ? -e--, WQ SUPERVISOR: THO E
REVIEWER: SAWYER DATE:
WETLAND INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 92 PERMIT N COUNTY:
PROJECT NAME: • 1o/?^ or
PROJECT TYPE: t; Y-4 ` . PERMIT TYPE: C? YWE
COE #: DOT
RCD FROM CDA: (]y DATE FROM CDA: /
REG OFFICE: WaRO RIVER SUB ;?S?i
STREAM OR ADJACFM WATER BODY: X66oe B' Ir?.6 0_
CLASS:-,,is )v 6w STREAM INDEX #: ?- <S>
OPEN OR CLOSED:
WL IMPACT: Y (70r) WL TYPE:
WL REQUESTED: WL ACR EST:
HYDRO CNECT?: WL SCORE:
MITIGATION: MITIGATION TYPE:
MITIGATION SIZE- G SHEET ATTACHED?
RECOATI : ISSUE ISSUE/COND DENY
HOLD ,
t -
STORMWATER PLAN REQ' D : ? IF YES, DATE APPROVED : 1C t?co.?
PROJECT DESCRIPTION:
/-?-?v
Q/IR
WATER QUALM CERT. (401)
IF YES, TYPE:
SEWAGE DISPOSAL
TYPE OF DISPOSAL PROPOSED:
(EXISTING, PROPOSED, SEPTIC TANK ETC.)
TO BE PERMITTED BY:
(DEM, DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:
WATER/WETLAND FILL
AREA OF FILL: WATER: WETLAND:
IS FILL ELIMINATING A SIGNIFICANT USE?
DREDGING Z
AREA TO BE DREDGED: 7 Y 9G>
IS DREDGING ACTIVITY EXPECT TO CAUSE A SIGNIFICANT LOSS OF
RESOURCE?
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED?
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: MARINA SERVICES:
OXYGEN IN BASIN: CLOSURE OF SHELLFISHING WATERS:
CC: WaRO; Central Files; DCM Field Offices; ODE Washington office
a
- DIVISION ENV ? ENTAL MANAGEMENT
MEMORANDUM
TO: Bill Moore, Environmental Engineer
Water Quality Section, WaRO
FROM: Deborah Sawyer, Environmental Technician
Water Quality Section, WaRO
SUBJECT: Dredge and Fill Reviews for Stormwater Review
Project: • (?(??.L'?1?1 a l6°e
Project No.: 3 -U `/ l - ?-
Date Received: J 3
r-"nAt Date Comment:
Description of Project:
se?. yea
Comments:
f

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
RECEIVnE
,WASHINGTON OFFICE
***
1. APPLICANT'S N A M E Beaufort County Water District I I I (Long Acre Fast)
2. LOCATION OF PROJECT SITE Beaufort County, Long Acre Township
PHOTO INDX: 1989: 264-2-264-10 1984: /3-5//-/3-582
STATE PLANE COORDINATES: X: 2,598,200 Y: 640-80th
Blounts Bay
3. INVESTIGATION TYPE: DREDGE & FILL CAMA X
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 5-10-93
(B) WAS APPLICANT PRESENT No
5. PROCESSING PROCEDURE: APPLICATION RECEIVED 11 May 1993
OFFICE Washington
6. SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN Beaufort County
LAND CLASSIFICATION FROM LUP Varies
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE__L_
COASTAL WETLANDS PUBLIC TRUST WATERS X
ESTUARINE WATERS OTHER
(C) WATER DEPENDENT: YES NO X
(D) INTENDED USE: PUBLIC X PRIVATE
(E) TYPE OF WASTE WATER TREATMENT: EXISTING N/A
PLANNED N/A
(F) T Y P E OF STRUCTURES : EXISTING I n d i v i d u a l wells
PLANNED Central water system
(G) ESTIMATED ANNUAL RATE OF EROSION N/A SOURCE N/A
7. HABITAT DESCRIPTION:
(A) VEGETATED WETLANDS
Pickerelweed
(B) NON-VEGETATED WETLANDS:
DREDGED FILLED OTHER
±480 sq. ft.
(C) OTHER:
Pipe installation throughout
project within AEC
(D) TOTAL AREA DISTURBED:
COMMERCIAL
+47 acres
±480 so. ft. +47 acres
(E) PRIMARY NURSERY AREA: YES NO X
(F) WATER CLASSIFICATION: NSA OPEN: YES NO X
8. PROJECT SUMMARY: The applicant is propesinq to inctall water lines
throughout Long Acre Township in Beaufort (niint?,

Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 14 and 8-9
must be completed for all projects.
1 APPLICANT
LonufXrt Cgunp Water District III
L Name g
Address P.O. Box 1027
City Washington State NC
Zip 27889 Dayphone [phone]
_N/A Landowner or N/A Authorized agent
b. Project name (if any) Beaufort County Water
District III - Long Acre East - Phase I
c. If the applicant is not the landowner, also give the
owner's name and address.
See attached narratives
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
See attached narratives
b. City, town, community, or landmark
See attached narratives
c. County
Beaufort
d. Is proposed work within city limits or planning
jurisdiction? See attached narratives
e. Name of body of water nearest project
See attached narratives
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
If you plan to build a marina, also complete and
attach FormDCM-MP-2. N/A
b. Is the proposed activity maintenance of an
existing project, new work, or both?
New work
c. Will the project be for community, private, or
commercial use?
Community
d. Describe the planned use of the project.
To provide potable drinking water to
sections of Long Acre Township.
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract Overall, 47
b. Size of individual lot(s)
N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
N/A
d. Soil type(s) and texture(s) of tract
N/A
e. Vegetation on tract See narratives
f. Man-made features now on tract
N/A
g. What is the CAMA Land Use Plan Classification of
th site? Consult the local land
tryject ?rse llancrosses severa c assifications
e ox Conservation x -Transitional
x Developed x Community
x Rural Other
h. How is the tract zoned by local government?
N/A
i. How are adjacent waters classified?
See narrative
a. Describe all development activities you propose (for j. Has a professional archaeological survey been
example, building a home, motel, marina, bulkhead, carried out for the tract? No if so, by whom?
or pier). Installing water lines for
public water system.
acres
3/91
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structuresproposed N/A
b. Number of lots or parcels
N/A
c. Density (Give the number of residential units and the
units per acre.) N/A
d. Size of area to be graded or disturbed
See narrative
e.
if the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
N/A
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
N/A
m. Water supply source This is the source
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
N/A
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? N/A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Length Width Depth
Access channel
(MLW) or (NWL)
Boat basin
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A

N/A N/A

N/A N/A
h. If applicable, has a stormwater management plan Other (break-
been submitted to the Division of Environmental water, pier,
Management? N/A boat ramp,
rock jetty)
i. Describe proposed sewage disposal and/or waste
water treatment facilities. Fill placed in
N/A wetland or below
MHW
j. Have these facilities received state or local approval? Upland fill
N/A areas
L Describe existing treatment facilities.
N/A
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). N/A
Amount of material to be excavated from below
b.
water level in cubic yards ee narratives
C. I 1
e. High ground excavation, in cubic yards
See narratives
d. Does the area to be excavated include marshland,
ateria varies from site
Typeofmaterial to site from organic material
to sand.
swamps, or other wetlands?
See narratives
2 V91
in
L Dimensions of spoil disposal area
N/A
g. Location of spoil disposal area
N/A
C. Shoreline erosion during preceding 12 months, in
feet See narratives
d. Type of bulkhead material N/A
-- e. Amount of fill, in cubic yards, to be placed below
h Do you claim title to the disposal area? No mean high water See narratives
If not, attach a letter granting permission from the f Type of fill material Class 1 Rip Rap
owner. ractor o a ran dis osal area.
olewoit°ena e?ac?Cgwsheregi as
i. Will a dis s area availa?b ecfor future excavae.
maintenance? N/A
If so, where? 8 ADDITIONAL INFORMATION
j. Does the disposal area include any marshland, In addition to the completed application form, the follow-
swamps, or water areas?
N/A ing items must be submitted:
k. Will the fill material be placed below mean high A copy of the deed (with state application only) or other
watef.? Rip rap on shores of creek crossings instrument under which the applicant claims title to the
1. Amount of fill in cubic yards N/A affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
m. Type of fill material N/A deed or other instrument under which the owner claims
N/A title, plus written permission from the owner to carry out
n. Source of fill material the project.
o. Will fill material be placed on marsh or other
An accurate work plat (including plan view and cross
wetlands? N/A sectional drawings) drawn to scale in black ink on an 8
p. Dimensions of the wetland to be filled 1/2 x 11 white paper. (Refer to Coastal Resources
A
Commission Rule 7J.0203 for a detailed description.)
q. How will excavated or fill material be kept on site please note that original drawings are preferred and
and erosion controlled?
Except for creek crossings, excavated
only high quality copies will be accepted. Blue-line
material will be placed back in trench prints or other larger plats are acceptable only if 18 high
after water line is installed. Check dams equality copies are provided by applicant. (Contact the
rip rap, and silt fences shall be used. U.S. Army Caps of Engineers regarding that agency's
T. What type of construction equipment will be used use of larger drawings.) A site or location map is a part
(for example, dragline, backhoe, or hydraulic of plat requirements and it must be sufficiently detailed
dredge)? See narrative to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
s. Will wetlands be crossed in transporting equipment the like.
to project site? No if yes, explain steps that will
be taken to lessen environmental impacts. A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
- A 1. t f the names and com late addresses of the
7 SHORELINE STABILIZATION
See Carratives for
a. Lenzhof bulkhead orriprap cree crossings.
No 'bulkheads to be constructed.
b. Average distance waterward of mean high water or
normal water level See narratives ,of
creek crossings.
is o p
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
3/91
Name See narrativPc
Address
Name
Address
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
4
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information relaied
to this permit application and follow-up monitoring of
project.
This is 30thday of April 19 93
Landowner or Authorized agent
Granville Lilley, Chairman
Beaufort County Water
District III - Long Acre East
3/91
R
Beaufort County Water District III
Long Acre East
Beaufort County
Environmental Setting
The project is located within sections of Lona Acre Township in Beaufort County.
The specific sites are as follows:
Site No. 1
Upper Goose Creek. SR 1334 - At this location is a natural creek which is
a tributary to the Pamlico River. At the site is a ±53' long NC DOT
bridge. The creek has a width of ±23' and a depth of ±4'. Upland
vegetation extends to the normal water line of the creek. Very little if
any wetland vegetation is present..
Site No. 2
Broad Creek, NC 32 - At this location is a natural creek which is a
tributary to the Pamlico River. At the site is a ±170.8' lona NC DOT
bridge. The creek has a width of ±105' and a depth of ±10.5' at normal
water. An area of wetlands (±40' in width) is located adjacent to the
creek at the northern end of the bridge. The area is vegetated with
pickerelweed. No coastal wetlands (marsh) is present. The southern
shoreline of the creek is vegetated with various upland vines.
Site No. 3
Broad Creek, SR 1326 - At this location is a channelized portion of the
creek that is described as Site No. 2. Site No. 3 is upstream of Site No.
2. At this site is a 137.4' long NC Dot bridge. The channelized creek
has a width of ±50' and a depth of 4.5' at normal water. No wetlands are
located at the site. Highground vegetated with various upland vines is
adjacent to both sides of the creek.
Site No. 4
SR 1319, Entrance to Summer Haven Subdivision - This site is, located
within a residential area adjacent to a manmade canal which connects to
the Pamlico River. The area is vegetated with upland grasses.
Site No. 5
Private road within Summer Haven Subdivision - This site is located within
a residential area adjacent to a manmade canal which connects to the
Pamlico River. The area is vegetated with upland grasses.
Beaufort County Water District III
Long Acre East
Beaufort County
Page 2
Site No. 6
Private road (Ridgewood Lane, Bay Street, Harbour Drive) within Ridgewood
Subdivision - This site is located within a residential area adjacent to
a boatharbor which connects to the Pamlico River. The area is vegetated
with upland grasses.
Site No. 7
SR 1320, Entrance to Shady Banks Subdivision - This site leads to a
residential area adjacent to a manmade canal which connects to the Pamlico
River. The area is vegetated with upland grasses.
Site No. 8
SR 1323, Within Sunnyside Subdivision near Swanpoint - This site is
located within a residential area adjacent to a manmade canal which
connects to the Pamlico River. The project area is vegetated within
upland grasses, however, adjacent wetland vegetation is present.
Site No. 9
Dirt lane off of SR 1323 within Sunnyside Subdivision - This site is
located within a residential area adjacent to a manmade canal which
connects to the Pamlico River. The area is vegetated with upland grasses.
Site No. 10
Private road off of SR 1351 at Swanpoint - This site is located within a
residential area at the east end of a manmade canal which connects to the
Pamlico River. The area is vegetated with upland grasses.
Site No. 11
Private road off of SR 1351 at Swanpoint - This site is a continuation of
Site No. 10. The project area again within a residential subdivision
between a manmade canal which connects to the Pamlico River and the river
itself. The area is vegetated with upland grasses.
Site No. 12
Private road off of SR 1351 at Swanpoint (Duckview Drive) - This site is
located within a residential area adjacent to a manmade canal. which
connects to the Pamlico River. The area is vegetated with upland grasses.
Beaufort County Water District III
Long Acre East
Beaufort County
Page 3
Site No. 13
Private road off of SR 1351 at Swanpoint (Farmville Avenue) - This site is
located within a residential area at the west end of a manmade canal which
connects to the Pamlico River. The area is vegetated with upland grasses.
Site No. 14
Private road off of SR 1351 at Swanpoint - This site is located within a
residential area on the west side of a manmade canal which connects to the
Pamlico River. The area is vegetated with upland grasses.
Site No. 15
River Walk Drive at end of SR 1351 - This site is on the opposite side of
the canal that was discussed as Site No. 14. This project area leads to
a residential subdivision. The area is vegetated with upland grasses.
Site No. 16
At end of SR 1351 - This site is at the north end of the manmade canal
that was discussed at Sites No. 14 and No. 15. Again, this project area
leads to a residential subdivision. The area is vegetated with upland
grasses.
Site No. 17
Man-O-War Drive off of SR 1324 near Broad Creek - The project area is
between a manmade canal which connects to Pamlico River and the Pamlico
River itself. The project site is a residential area which is vegetated
with upland grasses.
Site No. 18
Man-O-War Drive adjacent to SR 1324 near Broad Creek - This site is a
private road which leads to a residential area. The site is at the west
end of a manmade canal which connects to the Pamlico River. The area is
vegetated with upland grasses.
Site No. 19
SR 1324 at entrance to Man-O-War Drive - This site is located on the north
side of a manmade canal which connects to the Pamlico River. The area is
vegetated with upland grasses.
Beaufort County Water District III
Long Acre East
Beaufort County
Page 4
Project Proposal
The applicant is proposing the following at each site:
Site No. 1
Cross upper Goose Creek with a 6" ductile iron pipe. The crossing will
have a width of ±23' and the pipe will be placed 4' below the existing
creek bottom. A ±10' wide trench will be excavated with a track excavator
and all spoils will be placed on highground. Riprap will be placed on
each side of the creek where the pipe enters the water.
Site No. 2
Cross Broad Creek with a 10" ductile iron pipe. The crossing will have a
width of ±105' of water area and ±40' of wetlands. The pipe will be
placed ±4' below the creek bottom. A ±10' to ±15' wide trench will be
excavated with a track excavator and all spoils will be placed on
highground. Riprap will be placed on each side of the creek where the
pipe enters the wetlands and the water.
Site No. 3
Cross the channelized portion of Broad Creek with a 4" ductile iron pipe.
The crossing will have a width of ±50' and the pipe will be placed 4'
below the creek bottom. A 10' to 15' wide trench will be excavated with
a track excavator, and all spoils are to be placed on highground. Riprap
will be placed on each side of the creek where the pipe enters the water.
Site No. 4
Estuarine Shoreline Site - A 6" PVC pipe will be placed through 160' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 5
Estuarine Shoreline Site - A 4" PVC pipe will be placed through 110' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Beaufort County Water District III
Long Acre East
Beaufort County
Page 6
Site No. 12
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 60' of
estuarine shoreline. A 116" wide trench will be excavated to a depth of
±41. Excavated materials will be side cast on highground then redeposited
within the trench once the pipe is in place.
Site No. 13
Estuarine Shoreline Site - A 3" PVC pipe will be placed through 180' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 14
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 480' of
estuarine shoreline. A 116" trench will be excavated to a depth of ±4'.
Excavated materials will be side cast on highground then redeposited
within the trench once the pipe is in place.
Site No. 15
Estuarine Shoreline Site - A 2" PVC
estuarine shoreline. A 116" trench
Excavated materials will be side
within the trench once the pipe is
pipe will be placed through 300' of
h will b excavated to a depth of ±4'.
cast on highground then redeposited
in place.
Site No. 16
Estuarine Shoreline Site - A
estuarine shoreline. A 116'
existing road shoulder to a
side cast on highground then
is in place.
2" PVC pipe will be placed through 110' of
wide trench will be excavated within the
depth of ±41. Excavated materials will be
redeposited within the trench once the pipe
Site No. 17
Estuarine Shoreline Site - A unknown size of PVC pipe will be placed
through 350' of estuarine shoreline. A 1'6" wide trench will be excavated
to a depth of ±41. Excavated materials will be side cast on highground
then redeposited within the trench once the pipe is in place.
Beaufort County Water District III
Long Acre East
Beaufort County
Page 7
Site No. 18
Estuarine Shoreline Site - A unknown size of PVC pipe will be placed
through 350' of estuarine shoreline. A 116" wide trench will be excavated
within the existing road shoulder to a depth of ±4'. Excavated materials
will be side cast on highground then redeposited within the trench once
the pipe is in place.
Site No. 19
Estuarine Shoreline Site - A unknown size of PVC pipe will be placed
through 280' of estuarine shoreline. A 1'6" wide trench will be excavated
within the existing road shoulder to a depth of ±41. Excavated materials
will be side cast on highground then redeposited within the trench once
the pipe is in place.
Environmental Impacts
If the project is conducted as proposed, the following environmental impacts will
occur:
Site No. 1
±230 sq. ft. of natural creek bottom will be excavated. The excavated
trench will be allowed to backfill naturally. No wetland vegetation will
be excavated or filled.
Site No. 2
±1,260 sq. ft. of natural creek bottom will be excavated. The excavated
trench will be allowed to backfill naturally. ±480 sq. ft. of wetland
vegetation will be excavated.
Site No. 3
±600 sq. ft. of channelized creek bottom will be excavated. The excavated
trench will be allowed to backfill naturally. No wetland vegetation will
be excavated or filled.
Site No. 4
±256 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Beaufort County Water District III
Long Acre East
Beaufort County
Page 8
Site No. 5
±176 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 6
±1,440 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 7
±304 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 8
±256 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 9
±48 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 10
±256 sa. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 11
±928 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 12
±96 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Beaufort County Water District III
Long Acre East
Beaufort County
Page 9
Site No. 13
±288 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 14
±768 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 15
±480 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 16
±176 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 17
±560 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 18
±560 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 19
±448 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
David L. Gossett - Washington Regional Office - 26 May 1993

NARRATIVE FOR CAMA AREA I?
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
MC4ri- D- LVar Drive 1 en-,r SR13?.4-) 4C1c's ; GghaI
it, Pei". k C U P\ i\1er
2. Type of CAMA area:
Creek crossing
XCanal crossing
3. If crossing, dimensions of crossing
Length
Ditch crossing
X Estuarine shoreline .-.
SPe Types 13
Depth ?AlL1A CYr?si?,a ??ta%?
Width lV ?A
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length 3 50 ;? Depth U i,, -le, 2 4 t' u

Width l/2 -10 -?+ rPr1C ?1 Inl i 1, ?? ?? 1 `? (? tCu
Est. excavation volume 90 c. Y Est. disturbed area ?? D S Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
K Trencher X Motor grader
Track excavator
X Yes
Yes
N/A
V_N/A
k Backhoe
6. Vegetation at site.
D405PJA93
BEAUFORT-C0-DIST-nI-CAMA-2. PMT;2
I
930428
NARRATIVE FOR CAMA AREA
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST r
7. Stabilization measures: S i f f l P rr'F' e ?e r, ?r r r? c ?r -- a ?%
e4+ cr; ';c'u Inc- P-P ? alp Ur,s '1011lE £/C 1) L
", 01 a r 4:111, l i!
-1 _J
8. Shoreline Stabilization (if creek crossing) s F c h'o r,
Estimated shoreline erosion during preceeding 12 months
9
10
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
Name of planning jurisdiction tio?,J e
Certificate of zoning compliance obtained?
Yes No
Yes / _No
NCDOT Encroachment
application applied for
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
11
Water line to be within non-DOT public right-of-way? Ye s
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93 930428
NARRATIVE FOR CAMA AREA 18
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
X Riparian owners names (femob
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NARRATIVE FOR CAMA AREA 19
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body3
SP 132-4 at euirar,c c tcl A a., -C?- &,,- I>P-,Ve
near Caua I 4-e% ?ir6?11?C<7 R'er-
2. Type of CAMA area:
Creek crossing X Ditch crossing
Canal crossing __A -Estuarine shoreline
3. If crossing, dimensions of crossing: See T fS
Pz
Length N//1 Depth C:A M C,r oSSi rq ter
Width N?A
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length 2 O -rf- Depth 36 -ho 4 ?
Width ?? ? ?? t? ph c /. ??? I ?C•, ?+- t ?<_ C & E
Est. excavation volume `7 O 6 Y Est. disturbed area 2 5 () S Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
X Trencher _y -Motor grader
Track excavator
_ 'Z-Yes N/A
Yes __N/A
_Z___Backhoe
6. Vegetation at site.
12
D405PJA93 t
OCATTEnDT_!`A_T,QT_i,l_!^AKAAA AA4T•9 930428
NARRATIVE FOR CAMA AREA 19 _
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: Sill &nce c r? +,`e'a l err fa
J-ceuc 1, at, 44 e G P i.,) e ff'i _T, s 4-rd l r,'e t u 4 r r Pl
TJ Ier- c ?eJ_ el om `ti, Spwiyq c{Yu SS ?'?<-<? C< {f ? J "J
IDS c kV, /1,,x.9,
8. Shoreline Stabilization (if creek crossing) ploy
Estimated shoreline erosion during preceeding 12 months
9
10.
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
Name of planning jurisdiction /U 0 ki f
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
11
Water line to be within non-DOT public right-of-way?
Water line to be on private land?
NIA Easement obtained
Yes No
Yes No
NCDOT Encroachment
application applied for
00
K) o
Copy of easement attached
ti A Seeking easement at this time
i
D405PJA93 2

.r
NARRATIVE FOR CAMA AREA /q
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
X Riparian owners names- t
IM i IIl a w) 1-. O 1
IV Pa
3oG LQWSor) ?'OUCI
V?la?l?;??c? ?-or?. NC 27232
Box I I
WasAJr4r.o, AL, 272 `
D405PJA93
930428
DI.-T.SION OF COASTAL MANAGEMENT
+ FIELD INVESTIGATION REPORT
t
z
1. APPLICANT'S NAME Beaufort County Water District I I I (Long Acr
2. LOCATION OF PROJECT SITE Beaufort County, Long Acre Township
PHOTO INDX: 1989: 264-2-264-10 1984: 73-577-73-582
STATE PLANE COORDINATES: X: 2,598,200 Y: 640-190,
Blounts Bay
3. INVESTIGATION TYPE: DREDGE & FILL CAMA X
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 5-10-93
(B) WAS APPLICANT PRESENT No
5. PROCESSING PROCEDURE: APPLICATION RECEIVED 11 May 1993
OFFICE Washington
6. SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN Beaufort County
LAND CLASSIFICATION FROM LUP Varies
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE--
COASTAL WETLANDS PUBLIC TRUST WATERS X
ESTUARINE WATERS OTHER
(C) WATER DEPENDENT: YES NO X
(D) INTENDED USE: PUBLIC X PRIVATE COMMERCIAL
(E) TYPE OF WASTE WATER TREATMENT: EXISTING
PLANNED N/A
(F) TYPE OF STRUCTURES:
PLANNED
EXISTING
Central w
N/A

n0 C7

s

(G) ESTIMATED ANNUAL RATE OF EROSION N/A SOURCE
7. HABITAT DESCRIPTION:
(A) VEGETATED WETLANDS
Pickerelweed
(B) NON-VEGETATED WETLANDS:
(C) OTHER:
Pioe installation throughout
project within AEC
(D) TOTAL AREA DISTURBED:
AREA
DREDGED FILLED OTHER
±480 sq. ft.
+47 acres
±480 so. ft. +47 acres
(E) PRIMARY NURSERY AREA: YES NO X
(F) WATER CLASSIFICATION: NSA OPEN: YES NO X
Indivi
8. PROJECT SUMMARY: The applicant is proposing to instal>-watar lines
throughout Long Acre Township in Reaufort r,A__p_t?l
t,
k
Beaufort County Water District III
Long Acre East
Beaufort County
Environmental Setting
The project is located within sections of Long Acre Township in Beaufort County.
The specific sites are as follows:
Site No. 1
Upper Goose Creek. SR 1334 - At this
a tributary to the Pamlico River.
bridge. The creek has a width of
vegetation extends to the normal wat
any wetland vegetation is present.

location is a natural creek which is
At the site is a ±53' long NC DOT
±23' and a depth of ±4'. Upland
:r line of the creek. Very little if
Site No. 2
Broad Creek. NC 32 - At this location is a natural creek which is a
tributary to the Pamlico River. At the site is a ±170.8' long NC DOT
bridae. The creek has a width of ±?05' and a depth of ±10.5' at normal
water. An area of wetlands (±40' in width) is located adjacent to the
creek at the northern end of the bridge. The area is vegetated with
pickerelweed. No coastal wetlands (marsh) is present. The southern
shoreline of the creek is vegetated with various upland vines.
Site No. 3
Broad Creek, SR 1326 - At this location is a channelized portion of the
creek that is described as Site No. 2. Site No. 3 is upstream of Site No.
2. At this site is a 137.4' long NC Dot bridge. The channelized creek
has a width of ±50' and a depth of 4.5' at normal water. No wetlands are
located at the site. Highground vegetated with various upland vines is
adjacent to both sides of the creek.
Site No. 4
SR 1319, Entrance to Summer Haven Subdivision - This site is located
within a residential area adjacent to a manmade canal which connects to
the Pamlico River. The area is vegetated with upland grasses.
Site No. 5
Private road within Summer Haven Subdivision - This site is located within
a residential area adjacent to a manmade canal which connects to the
Pamlico River. The area is vegetated with upland grasses.

Beaufort County Water District III
Long Acre Bast
Beaufort County
Page 2
Site No. 6
Private road (Ridgewood Lane, Bay Street, Harbour Drive) within Ridgewood
Subdivision - This site is located within a residential area adjacent to
a boatharbor which connects to the Pamlico River. The area is vegetated
with upland grasses.
Site No. 7
SR 1320, Entrance to Shady Banks Subdivision - This site leads to a
residential area adjacent to a manmade canal which connects to the Pamlico
River. The area is vegetated with upland grasses.
Site No. 8
SR 1323, Within Sunnyside Subdivision near Swanpoint - This site is
located within a residential area adjacent to 3 manmade canal which
connects to the Pamlico River. The project area is vegetated within
upland grasses, however, adjacent wetland vegetation is present.
Site No. 9
Dirt lane off of SR 1323 within Sunnyside Subdivision - This site is
located within a residential area adjacent to a. manmade canal which
connects to the Pamlico River. The area is vegetated with upland grasses..
Site No. 10
Private road off of SR 1351 at Swanpoint - This site is located within a
residential area at the east end of a manmade canal which connects to the
Pamlico River. The area is vegetated with upland grasses.
Site No. 11
Private road off of SR 1351 at Swanpoint - This site is a continuation of
Site No. 10. The project area again within a residential subdivision
between a manmade canal which connects to the Pamlico River and the river
itself. The area is vegetated with upland grasses.
Site No. 12
Private road off of SR 1351 at Swanpoint (Duckview Drive) - This site is
located within a residential area adjacent to a manmade canal which
connects to the Pamlico River. The area is vegetated with upland grasses.

Beaufort County Water District III
Long Acre East
Beaufort County
Page 3
Site No. 13
Private road off of SR 1351 at Swanpoint (Farmville Avenue) - This site is
located within a residential area at the west end of a manmade canal which
connects to the Pamlico River. The area is vegetated with upland grasses.
Site No. 14
Private road off of SR 1351 at Swanpoint - This site is located within a
residential area on the west side of a manmade canal which connects to the
Pamlico River. The area is vegetated with upland grasses.
Site No. 15
River Walk Drive at end of SR 1351 - This site is on the opposite side of
the canal that was discussed as Site No. 14. This project area leads to
a residential subdivision. The area is vegetated with upland grasses.
Site No. 16
At end of SR 1351 - This site is at the north end of the manmade canal
that was discussed at Sites No. 14 and No. 15. Again, this project area
leads to a residential subdivision. The area is vegetated with upland
grasses.
Site No. 17
Man-O-War Drive off of SR 1324 near Broad Creek - The project area is
between a manmade canal which connects to Pamlico River and the Pamlico
River itself. The project site is a residential area which is vegetated
with upland grasses.
Site No. 18
Man-O-War Drive adjacent to SR 1324 near Broad Creek - This site is a
private road which leads to a residential area. The site is at the west
end of a manmade canal which connects to the Pamlico River. The area is
vegetated with upland grasses.
Site No. 19
SR 1324 at entrance to Man-O-War Drive - This site is located on the north
side of a manmade canal which connects to the Pamlico River. The area is
vegetated with upland grasses.

+ Beaufort County Water District III
Long Acre East
Beaufort County
Page 4
Project Proposal
The' applicant is proposing the following at each site:
Site No. 1
Cross upper Goose Creek with a 6" ductile iron pipe. The crossing will
have a width of ±23' and the pipe will be placed 4' below the existing
creek bottom. A ±10' wide trench will be excavated with a track excavator
and all spoils will be placed on highground. Riprap will be placed on
each side of the creek where the pipe enters the water.
Site No. 2
Cross Broad Creek with a 10" ductile iron pipe. The crossing will have a
width of ±105' of water area and ±40' of wetlands. The pipe will be
placed ±4' below the creek bottom. A ±10' to ±15' wide trench will be
excavated with a track excavator and all spoils will be placed on
highground. Riprap will be placed on each side of the creek where the
pipe enters the wetlands and the water.
Site No. 3
Cross the channelized portion of Broad Creek with a 4" ductile iron pipe:.
The crossing will have a width of ±50' and the pipe will be placed 4'
below the creek bottom. A 10' to 15' wide trench will be excavated with
a track excavator, and all spoils are to be placed on highground. Riprap
will be placed on each side of the creek where the pipe enters the water.
Site No. 4
Estuarine Shoreline Site - A 6" PVC pipe will be placed through 160' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 5
Estuarine Shoreline Site - A 4" PVC pipe will be placed through 110' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.

Beaufort County Water District III
Long Acre East
Beaufort County
Page 5
Site No. 6
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 900' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 7
Estuarine Shoreline Site - A 6" PVC pipe will be placed through 190' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 8
Estuarine Shoreline Site - A 4" PVC pipe will be placed through 160' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 9
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 30' of
estuarine shoreline. A 116" wide trench will be excavated to a depth of
±41. Excavated material will be side cast on highground then redeposited
within the trench once the pipe is in place.
Site No. 10
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 160' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±4'. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 11
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 580' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.

Beaufort County Water District III
Long Acre East
Beaufort County
Page 6
Site No. 12
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 60' of
estuarine shoreline. A 1'6" wide trench will be excavated to a depth of
±41. Excavated materials will be side cast on highground then redeposited
within the trench once the pipe is in place.
Site No. 13
Estuarine Shoreline Site - A 3" PVC pipe will be placed through 180' of
estuarine shoreline. A 1'6" wide trench will be excavated within the
existing road shoulder to a depth of ±4'. Excavated materials will be
side cast on higharound then redeposited within the trench once the pipe
is in place.
Site No. 14
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 480' of
estuarine shoreline. A 116" trench will be excavated to a depth of ±4'.
Excavated materials will be side cast on highground then redeposited
within the trench once the pipe is in place.
Site No. 15
Estuarine Shoreline Site - A 2" PVC
estuarine shoreline. A 116" trench
Excavated materials will be side
within the trench once the pipe is
Site No. 16
pipe will be placed through 300' of
h will b excavated to a depth: of ±41.
cast on highground then redeposited
in place.
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 110' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 17
Estuarine Shoreline Site - A unknown size of PVC pipe will be placed
through 350' of estuarine shoreline. A 1'6" wide trench will be excavated
to a depth of ±4'. Excavated materials will be side cast on highground
then redeposited within the trench once the pipe is in place.
Beaufort County Water District III
Long Acre East
Beaufort County
Page 7
Site No. 18
Estuarine Shoreline Site - A unknown size of PVC pipe will be placed
through 350' of estuarine shoreline. A 116" wide trench will be excavated
within the existing road shoulder to a depth of ±4'. Excavated materials
will be side cast on highground then redeposited within the trench once
the pipe is in place.
Site No. 19
Estuarine Shoreline Site - A unknown size of PVC pipe will be placed
through 280' of estuarine shoreline. A 1'6" wide trench will be excavated
within the existing road shoulder to a depth of ±41. Excavated materials
will be side cast on highground then redeposited within the trench once
the pipe is in place.
Environmental Impacts
If the project is conducted as proposed, the following environmental impacts will
occur:
Site No. 1
±230 sq. ft. of natural creek bottom will be excavated. The excavated
trench will be allowed to backfill naturally. No wetland vegetation will
be excavated or filled.
Site No. 2
±1,260 sq. ft. of natural creek bottom will be excavated. The excavated
trench will be allowed to backfill naturally. ±480 sq. ft. of wetland
vegetation will be excavated.
Site No. 3
±600 sq. ft. of channelized creek bottom will be excavated. The excavated
trench will be allowed to backfill naturally. No wetland vegetation will
be excavated or filled.
Site No. 4

±256 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Beaufort County Water District III
Long Acre East
Beaufort County
Page 8
Site No. 5
±176 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 6
±1,440 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 7
±304 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 8
±256 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 9
±48 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 10
±256 sa. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 11
±928 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 12
±96 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Beaufort County Water District III
Long Acre East
Beaufort County
Page 9
Site No. 13
±288 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 14
±768 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 15
±480 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 16
±176 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 17
±560 sq. ft. of highground -:ill be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 18
±560 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 19
±448 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.

David L. Gossett - Washington Regional Office - 26 May 1993
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 14 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name LongfxcreCunty Water District III
Address P.O. Box 1027
City Washington State NC
Zip 27889 Dayphone [phone]
If you plan to build a marina, also complete and
attach Form DCM-MP-2. N/A
b. Is the proposed activity maintenance of an
existing project, new work, or both?
New work
c. Will the project be for community, private, or
commercial use?
Community
d. Describe the planned use of the project.
To provide potable drinking water to
sections of Long Acre Township.
N/A Landowner or N/A Authorized agent
b. Project name (if any) Beaufort County Water
District III - Long Acre East - Phase I
c. If the applicant is not the landowner, also give the
owner's name and address.
See attached narratives
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract Overall, 47 acres
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
See attached narratives
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
N/A
d. Soil type(s) and texture(s) of tract
N/A
e. Vegetation on tract See narratives
b. City, town, community, or landmark
See attached narratives f. Man-made features now on tract
C. County Beaufort
d. Is proposed work within city limits or planning
jurisdiction? See attached narratives
e. Name of body of water nearest project
See attached narratives
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead,
or pier). Installing water lines for
public water system.
N/A
g. What is the CAMA Land Use Plan Classification of
th$site? (Consult the local land pse plan.)
r9ject crosses several classifications
below:
x Conservation x Transitional
x Developed x Community
x Rural Other
h. How is the tract zoned by local government?
N/A
i. How are adjacent waters classified?
See narrative
j. Has a professional archaeological survey been
carried out for the tract? No If so, by whom?
3/91
5 UPLAND DEVELOPMENT
Complete this section if the project includes any land
development.
a. Type and number of buildings, facilities, or
structures proposed N/A
b. Number of lots or parcels N/A
c. Density (Give the number of residential units and the
units per acre.) N/A
d. Size of area to be graded or disturbed
See narrative
e. If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion and sedimentation control plan at
least 30 days before land disturbing activity begins.
If applicable, has a sedimentation and erosion
control plan been submitted to the Division of Land
Resources? Yes
f. Give the percentage of the tract within 75 feet of
mean high water to be covered by impermeable
surfaces, such as pavement, buildings, rooftops.
N/A
g. List the materials, such as marl, paver stone, asphalt,
or concrete, to be used for paved surfaces.
N/A
m. Water supply source This is the source
n. If the project is oceanfront development, describe
the steps that will be taken to maintain established
public beach accessways or provide new access.
N/A
o. If the project is on the oceanfront, what will be the
elevation above mean sea level of the first habitable
floor? N/A
6 EXCAVATION AND FILL
INFORMATION
a. Describe below the purpose of proposed excavation
or fill activities (excluding bulkheads, which are
covered in Section 7).
Length Width Depth
Access channel
041,W) or (NWL)
Boat basin
N/A N/A N/A
N/A N/A N/A
N/A N/A N/A

N/A N/A

N/A N/A
h. If applicable, has a stormwater management plan Other (break-
been submitted to the Division of Environmental water, pier,
Management? N/A boat ramp,
i. Describe proposed sewage disposal and/or waste rock jetty)
water treatment facilities. Fill placed in
N/A wetland or below
M]HW
j. Have these facilities received state or local approval? Upland fill
N/A areas
k. Describe existing treatment facilities.
N/A
1. Describe location and type of discharges to waters of
the state (for example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down"). N/A
b. Amount of material to be excavated from below
water level in cubic yards See narratives
Material varies from site
c. Typeofmaterial to site from organic material
to sand.
d. Does the area to be excavated include marshland,
swamps, or other wetlands?
See narratives
e. High ground excavation, in cubic yards
See narratives
2 3/91

f. Dimensions of spoil disposal area
N/A
g. Location of spoil disposal area
N/A
h. Do you claim title to the disposal area? No
If not, attach a letter granting permission from the
c. Shoreline erosion during preceding 12 months, in
feet See narratives
d. Type of bulkhead material N/A
e. Amount of fill, in cubic yards, to be placed below
mean high water See narratives
owner. o ractor to a ran dis osal area. f. Type of fill Material Class 1 Rip Rap
spo,tilewi i tUoen aceNac Cgweieregit as
i. Will a disposal area bbee availal"eforftiture excavate`.
maintenance? N/A
If so, where?
j. Does the disposal area include any marshland,
swamps, or water areas?
N/A
8 ADDITIONAL INFORMATION
In addition to the completed application form, the follow-
ing items must be submitted:
k. Will the fill material be placed below mean high A copy of the deed (with state application only) or other
water? Rip rap on shores of creek crossings instrument under which the applicant claims title to the
1. Amount of fill in cubic yards N/A affected property. If the applicant is not claiming to be
the owner of said property, then forward a copy of the
m. Type of fill material N/A deed or other instrument under which the owner claims
N/A title, plus written permission from the owner to carry out
n. Source of fill material the project.
o. Will fill material be placed on marsh or other
wetlands? N/A An accurate work plat (including plan view and cross
sectional drawings) drawn to scale in black ink on an 8
p. Dimensions of the wetland to be filled 1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 7J.0203 for a detailed description.)
q. How will excavated or fill material be kept on site
and erosion controlled? Please note that original drawings are preferred and
Except for creek crossings, excavated only high quality copies will be accepted. Blue-line
material will be placed back in trench prints or other larger plats are acceptable only if 18 high
after water line is installed. Check dams quality copies are provided by applicant. (Contact the
rip rap, and silt fences shall be used. U.S. Army Corps of Engineers regarding that agency's
r. What type of construction equipment will be used use of larger drawings.) A site or location map is a part
(for example, dragline, backhoe, or hydraulic of plat requirements and it must be sufficiently detailed
dredge)? See narrative to guide agency personnel unfamiliar with the area to the
site. Include county mad (SR) numbers, landmarks, and
s. Will wetlands be crossed in transporting equipment the like.
to project site? No If yes, explain steps that will
be taken to lessen environmental impacts. A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
7 SHORELINE STABILIZATION
See narratives for
a. Length of bulkhead orriprap creek crossings.
No 'bulkheads to be constructed.
b. Average distance waterward of mean high water or
normal water level See narratives of
creek crossings.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management and should be advised by the applicant of
that opportunity.
3/'91
Name See narrntiveg
Address
Name
Address
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information related
to this permit application and follow-up monitoring of
project.
This is g4LI of April 19 93
A
Landowner or Authorized agent
Granville Lilley, Chairman
Beaufort County Water
District III - Long Acre East
4 3/91
i
ROAD
I?
II
W
*•--CULVERT PROPOSED
I I WATER LINE
W -I I W
Il
CE
f-ROADSIDE Y DITCH
AP/GRAVEL FILTER
DAMS.
GROUND LEVEL
36" MIN.
,PROPOSED MAIN
6 MIN.
PIPE JOINT
MAIN TO BE CENTERED OVER
DRAIN.
NO PIPE JOINT SHALL BE INSTALLED
OVER DRAIN.
EXISTING STORM
S EWER DRAIN
jk4o rc k 10 / 199.3
TYPE A CAMA CROSSING
ROAD
CULVERT
PROPOSED PROPOSED
STEEL CASING WATER LINE
W W
FENCE
1-ROADSIDE DITCH
I
RAP/GRAVEL
'R CHECK DAMS
GROUND LEVEL
18"MIN.
ED MAIN -----_---_-
6"MIN.
10 LF MIN. STEEL CASING INCLUDED
IN UNIT PRICE OF PIPE.
STEEL CASING TO BE CENTERED
OVER DRAIN.
NO PIPE JOINT SHALL BE INSTALLED
INSIDE CASING.
TRANSITION TO 36" COVER WITHIN 50'
ON EACH SIDE OF STORM SEWER.
EXISTING STORM
SEWER DRAIN
IPE JOINT
1-1 a rc: k t Cl / 9 93
TYPE B CAMA CROSSING
I ROAD
?j•---CULVERT PROPOSED
/-WATER LINE
W W W
T FENCE
/-ROADSIDE DITCH
- RAP / GRAVEL
TER CHECK DAMS
GROUND LEVEL
MAIN TO BE CENTERED UNDER
DRAIN.
NO PIPE JOINT SHALL BE INSTALLED
UNDER DRAIN. EXISTING STORM
SEWER DRAIN
24 MIN.
------------------
PROPOSED MAIN
CENTERED CENTERED
PIPE JOINT r' T PIPE JOINT
Mur 4k /0, 1,51 17-3
TYPE C CAMA CROSSING
1507 3 3 Wal?a Watia
1516
S°?She?
1526
1522
1524 1507
152 C
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g r \
ia21 - 154
1520 s
1507
1522
1523 'i' ` 160 3
t 56
gu nyan 32
1507
551 ' 16CQ
10
J327' Dq Ics Cross Roads
39 1601 INDEX MAP
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Pf°ntotion ?---?1 CAMA AREA
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NARRATIVE FOR CAMA AREA I
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
Location (Road number, street name, subdivision, nearest water body)
S R 334 ctcros5 Under Compose C?-ee k
2. Type of CAMA area:
X Creek crossing
Canal crossing
3. If crossing, dimensions of crossing:
Length-
Width-
Estimated excavation volume
4. Dimensions of estuarine shore
Length / 5 D - +
5.
Ditch crossing
Estuarine shoreline area only
Depth See. ct-o s S i N q
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4-D CY
To Icts d VVpt
area disturbance: n c t-
Depth SPa Ct-OsSiro
c1 6;
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Width 1 % 14 1-, 4 41 wide f r??c?? W, k 6 4-v lO -0- 5,ifec40-
Est. excavation volume /00 CY Est. disturbed area / j O CV
Crossing in road shoulder above culvert? Yes N/A
Crossing in road shoulder beneath culvert? Yes ?N/A
Type of construction equipment to be used:
Trencher Motor grader Backhoe
6.
X Track excavator
Vegetation at site.
D405PJA93 1
BFAIJFnRT-Cn-DiST-111-CAMA-2.PMT:2 930428
NARRATIVE FOR CAMA AREA
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: ?C ru p r r-e e a n k s, Saw,' k g a s s
?EeCI cl ier LclCL, Laq Pipe Ln-e w17;d, 1 S oel-
8.
9
10
C "
Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months Le s s 44a" / f4
Length of Rip-Rap (along shore) 1 5 T P P "L o N en c l7 5 h o re
Average distance waterward of rip rap to normal water level L fee 4-
Amount of fill to be placed below mean high water 'C Y
Type of fill material C /ass
Name of planning jurisdiction o k, e
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
X Yes No
NCDOT Encroachment
obtained
11.
X NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? 100
Water line to be on private land?
NO
i
ti A Easement obtained fJ Copy of easement attached
_L ,A Seeking easement at this time
D405PJA93 2
RPATlTlnnm_rn_T1T4ZT-M_I'AK4A_7 PKAT-1 930428
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NARRATIVE FOR CAMA AREA 2.
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1
2
Location (Road number, street name, subdivision, nearest water body)
AX 32 Gros,,),a road Cree k
Type of CAMA area:
X Creek crossing Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length / ZO f4 Depth S Pe re)
Width / 11 4" 15 -Pf
Estimated excavation volume 1 ¢ U c Y

4. Dimensions of estuarine shore area disturbance: S ?, 7 N v, . fi ?, f' P 1; c « !? ?f=
Length S o 0 1^+ Depth 4(0 i ?l,
Width 2 + -f"? P yr ? ?i ('U i 4 17 (o 4' _
Est. excavation volume 2 38 cY Est. disturbed area -7(,0 S Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
Trencher Motor grader
___.2?_Track excavator
Yes X N/A
Yes )( N/A
Backhoe
6. Vegetation at site. Uo2 l4nfi q mss and skcu ks on no,-117 si'd
5mg1) frees. busA'- S, armed hrar,?bI Soµ14 sIuP
C FPl&1i :! 4 "' {if_. Y-d5.5 51?Alloul urea. hear r?o? 44
D405PJA93 I
BEAUFORT-CO-DIST-III-CAMA-2.PMT.2 930428
NARRATIVE FOR CAMA AREA 2
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: rc, n o t, c r-e e k bey n k s . S, w; Hg
r 5S Seed 6-P-e- ?afKf,'??,'nt1 (?•?ervv. I'7jpC??'HP iS
r,o-{- u?drr. C reek .
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months Less 4on Ft
Length of Rip-Rap (along shore) ) 5 -Peet ea c k l-?-u n k
Average distance waterward of rip rap to normal water level Less 44 c? n Z
9
10.
Amount of fill to be placed below mean high water 8.4 GY
Type of fill material C l a s s 1 AC A R Gn
Name of planning jurisdiction No h e_
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
X Yes No
K NCDOT Encroachment
application applied for
NCDOT Encroachment
obtained
11.
Water line to be within non-DOT public right-of-way? 0 0
Water line to be on private land?
N/A--.Easement obtained
NQ
Nff Copy of easement attached
Seeking easement at this time
D405PJA93 2
BEAUFORT-CO-DIST-III-CAMA-2_PMT_2 930428

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NARRATIVE FOR CAMA AREA 3
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
SR 132(n (T,trkje Tro+ fit- 2) Qci-oss BroaC1 Creek
2. Type of CAMA area:
'>? Creek crossing Ditch crossing
Canal crossing
3. If crossing, dimensions of crossing:
Length 5 O T F
Estuarine shoreline area only
Depth See Cr-os5l-c, :„r Z/e
Width 10 4, 1 5 -P
Estimated excavation volume ?o O. C Y
4. Dimensions of estuarine shore area disturbance: s" at 14- n ?? cs,
Length I 5 C) T f Depth 5 ee (- rocs t,a t>ro f; /o
Width 1 1 ?D 3 -C4 w,'d e i t -e oc l, W; f A 5 +o 8 -P- 5JeraS T
Est. excavation volume & 0 CY Est. disturbed area / 70 SY
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes X N/A
5. Type of construction equipment to be used:
___y Trencher X Motor grader X Backhoe
X Track excavator
6. Vegetation at site. f> n 1 a ,, 9 ra s s
D405PJA93 1
RFAi1FnRT-rn-T1iST_M-rA1vfA_9 PINT) 930428
NARRATIVE FOR CAMA AREA 3
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: Pip - ra f? C re k 6 n k . so w / P«a
s Seed - ofie,- bGck?,'#;Ylu /S k1 o 'r t t, d e r- c r-e e k.,
8
9.
10
Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months Liss 4-ikok, I to a+
Length of Rip-Rap (along shore) 1 o L-e e f e- c% sf d e of creek
Average distance waterward of rip rap to normal water level Less ?t,u 2 ?p of
Amount of fill to be placed below mean high water JO Cy
Type of fill material G 1 n I /\ I'mo- l^G ?
Name of planning jurisdiction 100"e
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
Yes No
NCDOT Encroachment
obtained
11
K NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? ° A) o
Water line to be on private land?
??A Easement obtained
Na
IVIA Copy of easement attached
01A Seeking easement at this time
D405PJA93 2
BEAUFORT-CO-DIST-III-CAMA-2.PMT.2 930428
o .-o.
ELECI6 I PROPOSED 2 "PVC, SOR 21,200 PSI WATERLINE
I 5'MIN. FROM EDGE OF ASPHALT ROAD
20,
ASPH.
I
? SP
? 1219
I
I 3 2" HUGH
Sp HODGE
13S 5
Z
ELEC. Z
Q
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?'II 16
ASPHALT
I I
ASPH. I 1
24'-15";?CP DRAIN
It04
SP KENNEDY
18971 RT.5 BOX 279 \
E c -?
3132 i
15" RCP DRAIN C
2 t GIC
ELECt

ROPOSED 6"PVC,SDR 2!,200 PSI WATER LINE
i'MIN. FROM EDGE OF ASPHALT ROAD
4"STEEL CASING, MIN. THICKNESS 0.188"
)PSI WATER LINE
D 2'.
BOX
80X
DI ,
TV
TE.
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W
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CONC
c=c
28t4
END
??- •I 25t64
CAMA AREA 36'-24"CMP DRAIN
O L5't G/c
PROVIDE
RIP- RAPIGRAVEL FILTER I 1
PROPOSED CHECK DAMS 1
1
28LF 8"DRYBORE WITH 8"STEEL CASING,MIN.THICKNESS0.188 ;I
AND 4"PVC,SDR21,20OPSI WATER LINE I
I EA. 6"GATE VALVE & BOX
I EA. 6"x4"TEE,DI
I EA. 4"-900BENO,PVC
2 EA. 4"-4508END,PVC .
1 EA. 6"01 PLUG,TAPPED 2" 2
I EA. 2"-900BEND,PVC I
I EA. 2" GATE VALVE & BOX I
I EA. 4"GATE VALVE & BOX
I EA. 6"x6"TEE, DI I
I EA.6"GATE VALVE & BOX I
I EA. FIRE HYDRANT, 41/2"
i
PROPOSED 2" PVC, SDR 21,200 PSI WATER L I NE
5'MIN. FROM EDGE OF ASPHALT ROAD
Alarck 10, 9 y3
Sca le : I " -/oc'/
NARRATIVE FOR CAMA AREA
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
S E 131 9 d 9 p2LQ X ? rn a t,e%c 2-75 -Fee - ro i," 5 ou
a- lead c' - k?a I 4-o Ram1j'r o zijifk-
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing ---A_Estuarine shoreline agesepAy
3. If crossing, dimensions of crossing:
See T ? G
Length /JIA Depth C/?M/? ?ro? s i r? U i?e?-u:
Width N/A
4.
5.
6.
Estimated excavation volume
Dimensions of estuarine shore area disturbance:
Length /&o ;4- Depth ¢2 t o 7o 'o c / {s
i
Width j a 4-,, 4- w i 4A 5 4-o $ -F+ si'd p ca s l
Est. excavation volume Z 5 CY Est. disturbed area 12 5 S Y
Crossing in road shoulder above culvert?
Yes
-- )?-N/A
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
_,.Yes
N/A
X Trencher X Motor grader X Backhoe
Track excavator D r y bo r-e you A; .,e
Vegetation at site.
D405PJA93 1
BEAUPORT-CO-DIST-In-CAMA-2.PMTc2 930428
NARRATIVE FOR CAMA AREA 4-
BEAUFORT CO WATER DISTRICT 191 -
LONG ACRE EAST
7. Stabilization measures: RIn - r? n 4 ra UP /fPr c ?> eck c?a o" S
!a? roaA1-de SOWi'&,7a ?I?-a9S See ctf
__J J
?uck-L.'ILP,A Si f ?PNCC? of CIroSSlnyi
8. Shoreline Stabilization (if creek crossing) CS-`C47'00 ??Uf arpl%ctible
it
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore).
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
9.
10.
Type of fill material
Name of planning jurisdiction /00;.1 e-
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
X Yes No
NCDOT Encroachment
obtained
11.
_(NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? M o
Water line to be on private land?
NXA_Easement obtained
Copy of easement attached
014 Seeking easement at this time
D405PJA93 2
BEAUFORT-CO-DIST-III-CAMA-2.PMT:2 930428
CAMA AREA
l5 ,
PROPOSED
I EA. 4"x 2°TEE, PVC /
I EA.4"PLUG, PVC /
I EA.2"GALV. BLOW- OFF ASSEMBLY
2
Q
V
It WARNING "
UNDERGROUND POWER
?/ 1
4 KEITH STEWART
36
DIRT
PATH
?
LAMONT WHITLEY
9t25 END OFASPHALT
S P 9t08
WINFIELD /
1263
RT. 5 BOX 278A
8t50
SP FRANCES R.
1229 LARKIN
410 RIVERSIDE
DRIVE
I Z

w *,,
F?
S P 7178
KEITH Q HACKNEY M-;
Q 691 P.O.BOX 1268

CONC.

w

ASPHALT
40'
CONC.
PROPOSED 4"PVC,SDR 21,200 PSI WATER LINE
5'MIN. FROM EDGE OF ASPHALT ROAD 4 i
I !
ELEC TEL
EL EC
4144
SP
ROY BROWN
RT.5 BOX 271 1360
25' R/W
F 7100
E. ROSS BOYER
IRT.5 BOX 277
DOROTHY PASCHA
[?? 6t29
1709 ROSEWOOD
DRIVE
GREENVILLE, NC
27858
SP JAY M. HODGES,J
120 P.O. . BOX 1405
4t97
IN JOSEPHINE B.
WINTERS
P.O. BOX 1805
SP 4144
1359 ROY C. BROWN
RT.5 BOX 273
SP 3t 93
2067 ALICE B. HUSS
908 STANOREW TREET
TARBORO, N C
Murcl /0, 1 1 `/3
Scale 1 !oc,
NARRATIVE FOR CAMA AREA 5
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
Pr-; U a l e t7o a j di` S?xt f?l egS f . Y?Q 01 Se 4 m p"j-r Oet it e h
cu tic/,, b 75 -F4- of
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing X Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length ] 10 -F 1 Depth 4-a i r,
Width 1 1-rerzcl, w, 4-1, t f 5iWergSs "
Est. excavation volume 2 5 GY Est. disturbed area •N O S'(
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes __ -K_N/A
5. Type of construction equipment to be used:
X -Trencher X Motor grader X Backhoe
Track excavator
6. Vegetation at site. U I u h el a s s
L 1-i
D405PJA93 I
BEAUFORT-CO-DIST-III-CAMA-2.PMT;2 930428
NARRATIVE FOR CAMA AREA 5
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: 5?w;ng a rays Seed afl,-
8. Shoreline Stabilization (if creek crossing) sec Hon LZA
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction /Jo k) e,
Certificate of zoning compliance obtained?
10
Water line to be within NCDOT right-of-way?
Yes No
Yes X No
NCDOT Encroachment
obtained
11.
NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? Yes
Water line to be on private land?
Easement obtained Copy of easement attached
_Z-Seeking easement at this time
D405PJA93 2
BEAUFORT-C0-DIST-III-CAMA-2.PMT;2 930428
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NARRATIVE FOR CAMA AREA (-
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
P, d g e u., o,, dJ L R j,, 2 . U V 5 Tre e f". c( i-i d Nu r- p r b,"V e
i,, E, '4-e wood Subd; t) i's iou kl'ea-- 'i0,7 1?4?dvr Conn-C f /'P,
?D /Pli rr? ?,`GU R% UPS-,
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing X Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length go o -4 Depth 4-0
;
Width I %, T+- Wide +r???? ?t a?i_?l, 52-i- st'de case
Est. excavation volume / 70 GY Est. disturbed area '700 SY'
Crossing in road shoulder above culvert? Yes N/A
Crossing in road shoulder beneath culvert? Yes ?C NIA
5. Type of construction equipment to be used:
X Trencher X Motor grader X Backhoe
Track excavator
6. Vegetation at site.
D405PIA93 I
BEAUFORT-C0-DIST-III-CAMA-2.PMT;2 930428
NARRATIVE FOR CAMA AREA (r,
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7.
8.
9
10
Stabilization measures: Sow,.t r4ss Sees alt-ems
-J _J
Shoreline Stabilization (if creek crossing) ISPC-h-0111 11119
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
Name of planning jurisdiction _ No e, , e
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
Yes ?_No
NCDOT Encroachment
obtained
11
NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? v es
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93 2
BEAUFORT-CO-DIST-III-CAMA-2.PMT;2 930428
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NARRATIVE FOR CAMA AREA 7
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
SR 1 --3 2 C-) GcrosS C( +cti 4-o RknItico RLI-er-
clea r t, a. Raakt, S; .Ind;yiS1'0o
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing ?_Estuarine shoreline c_
3. If crossing, dimensions of crossing:
See Types C
Length AJ1A Depth G fF M F} Cro Dell /
Width N1A
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length go -F+ Depth +2 ,`?? +0 75 ;,,
Width I '/2 1+ 4 4- -rf" -frehC11 LVI'A 5 fry g -Ft- 14 %C15
Est. excavation volume 50 G Y Est. disturbed area ! 7S 5Y
Crossing in road shoulder above culvert? Yes _X N/A
Crossing in road shoulder beneath culvert? X Yes N/A
5. Type of construction equipment to be used:
L _Trencher x Motor grader x Backhoe
Track excavator -I :Xbore mach ; ne,
6. Vegetation at site. ?r I ?, ?1 ra S S
D405PJA93 I
BEAUFORT-CO-DIST-III-CAMA-2.PMT;2 930428
NARRATIVE FOR CAMA AREA -7
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: Rip LA I' r- It` S f u r b e q t-e e Q Yo c4 - c(
C['0i)rlle, SoW GV45S SCF(f Gitf?r ?gCI`<-l/??,'/tin.
8. Shoreline Stabilization (if creek crossing) Sec?T'on 1?//A
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore}
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction /yo ?e
Certificate of zoning compliance obtained?
10. Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
Yes No
)< Yes No
X NCDOT Encroachment
application applied for
11. Water line to be within non-DOT public right-of-way? A)o
Water line to be on private land?
/\Jv
N A Easement obtained
MIA Copy of easement attached
NIA Seeking easement at this time
D405P.TA93 2
RPATTPnRT.rn-nTST_TTT_C AM A-2 _ PMT2 930428
LOT
TTIE W.BLACK \ PROPOSED
5, BOX 366 /
I EA. 4"x 2 TEE, PVC
I EA. 4"GATE VALVE a BOX
/ 1 EA. 2"GATE VALVE & BOX
/ 131`32
C.O.WATKIN I EA. 2"-450 BEND, PVC
Sp 306 SUNNYSIDE DRIVE
157 1 EA. 2"- 900 BEND , PVC
13t95 I EA. 2"GALV. BLOW-OFF ASSEMBLY
GODFREY
Sp 308 SUNNYSIDE DRIVE _
164 8
14t7B
KARNS
SP 310 SUNNYSIDE DRIVE
159
16too 9w
RICHARDSON f?
15t19 SP 312 SUNNYSIDE DRIVE
? •;"s.. 21'CONC 410 \ /
0
\ \
161`14
'?•+ 23 CONC. L
17ta3 ` .A
? EDDtE KNOT'
SP 14 SUNNYSIDE
V DRIVE
19'
ASPHALT
\ L ?r
17t79
23'CONC. G
\ 19t1o
y CAMA AREA LOWERY
S P 316 SUNNYSIDE DRIVE
\ c ? 20
I-15"PVC
2-48"CUP o
ORAIN $12
3.0'±G/C 191`94
EDWARD WATSON
SP 318 SUNNYSIDE DRIVE
19
PROVIDE
RIP-RAP/ NORTH & SOUTH SLOPES
OSHED 21t52
PROPOSED HENRY HODGES
4"PVC,SDR 21,2OOPSI WATER LINE TEL 2v 320SUNNYSIOEORIVE
5' MIN. FROM EDGE OF ASPHALT ROAD
N(dr? ?(.(/ lC/?t3
\ Scale _ ??,? /
NARRATIVE FOR CAMA AREA _ R
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
h)C SR 13'_3 (Sur?nvS;C?e Ors ie) be+wee" lei and
3I (v Sunnyside Dr•!ve across Gan n l •4o R' Vet
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing --A-Estuarine shoreline ateaz*mly
3. If crossing, dimensions of crossing:
Szz Type
Length 1J/A Depth C 4 MA G ?-o s s<< a n%
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length / G O F f- Depth 4 O 1 k
5
6.
Width I %. 7'4- -ty-e,,J, w;-"b 5 -F-F- Si C/PCaS-E
Est. excavation volume 30 Gy Est. disturbed area 120 SY
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
X -Trencher _ f?Motor grader
Track excavator
Vegetation at site. To r
X Yes N/A
Yes X N/A
)_Backhoe
D405PIA93 I
BEAUFORT-CO-DIST-III-CAMA-2.PMT;2 930429
NARRATIVE FOR CAMA AREA 8
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures:' rQ n d,'s -1-u,- bed are, '?,cad
C A h,,) e3,w ?x C SP?r? Q 'F inz a K I r ??? ?_ .
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
9.
10
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
Name of planning jurisdiction . "G " 41
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
_?Yes No
NCDOT Encroachment
obtained
11.
X NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? O
Water line to be on private land?
N//4 Easement obtained
Mo
Copy of easement attached
Iv Seeking easement at this time
D405PJA93 2
SEAUFnRT-Cn-niST_M-r AMA-) PM P,9 930428

MICHAEL ?? \ 9
AEL VOUNT
205 HAVEN WAY G
cl
2199
GARY KEECH
300 SUNNYSIDE DRIVE
SP
708
2t54
JOSEPH E. TAYLOR, JR.
AME IA
SP CAMA 9
146 AREA
)T 14 \ \
AY W. LYNCH PROPOSED \ \
CAROLINA AVENUE 2"PVC,SDR 21,200 PSI
\\\
WATER LINE \
ED
5DR21,20OPSI WATER LINE
IOt33
PROPOSED JOHN MAHONEY
?Q 210 SUNNYSIDE DRIVE
I EA. 4'x2 TEE, PVC eZ?A
1 EA. 2"GATE VALVE & BOX
2 EA. 2"- 22 /20 BENDS, PVC `
SP -
369 2'^'02 SUNNYSIDE DRIVE
LOT
1t79 ZAROLD E.WOOLA
J.M. HODGES?? RT. 2, BOX 7
R P ORIVE NYSIOE /
5222
LOT
MATTIE W. BLACK
/ RT.5, BOX 366 /
` DIRT
\ DRIVE
\ \ 13t32
1 C.O. WATKIN
/
SP 306 SUNN'
\
157
jat?
1'? ?-otoo SP
)LARD
IYSIDE DRIVE ar c?
TEL
i
i
i
SP
75 9
IOt33
3t12 END OF
+ CUL-DE-SAC
N WAY ---
20' 2137
ASPHALT 17'CONC.
WRIGHT
R P 205 SUNNYSIOE DRIVE
5067
9t38
KEA
109 HAVEN WAY
SI WATER LINE
-ASPHALT ROAD
tso
-s p7 BRIDGES
742 107 HAVEN WAY
2 t07
JAMES PITTS
105 HAVEN WAY
Met r,L.i') 1 D ! y !3
Sect I E . /Oc
1648
15t19
21'CCN

NARRATIVE FOR CAMA AREA '_
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
01'r f. 04A Off SR 1323 -/-o 300 SuJI,Avsode vc
hear canal _-to ,?,,I;co Ri?er
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing _?-Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length 30 44 Depth 40 ih
Width I .1 Wi4 5; 4-
Est. excavation volume 6 CY Est. disturbed area 2-2- Sy
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes ?_N/A
5. Type of construction equipment to be used:
X -Trencher K Motor grader X Backhoe
Track excavator
6. Vegetation at site.
D405PJA93 I
BEAUFORT-C0-DIST-III-CAMA-2. PMT;2 930428
NARRATIVE FOR CAMA AREA y
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7.
8
9.
10
Stabilization measures: Soot'-4 grass Seed a-4er
Shoreline Stabilization (if creek crossing) crp n l; ca l,le
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
Name of planning jurisdiction N o H e
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
Yes X No
NCDOT Encroachment
obtained
11.
NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? Yf- 5
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93 2
BEAUFORT-CO-DIST-III-CAMA-2.PMT;2 930428
J, I ,
U 29 8
L.S. BROryly
.1 t 61
TEL.
lltO8 101,97 29Q 1
J 6OXR0ZF/El
92
I 4 1
r S P `?
SHEPARO
lot-27 1771 BOX 91 29
r
9t.68
8t/p I
Rr. 7 RAY r
BOX 140 B '
T
8t52
r
7198
7t550 I
3
I ! I LOT)
i
I SP 2051
I r
1
TEL.
it
1
i
27
91,66
6
SP
2051
28 ?
C. 8 t goLULER
1518
n.-6 'j
25
7*55 T 23
22 E.S'p. 7t55 W. O KING

r
st80
El Rr. 7, Box 85
re
20
i
I
4 }94[] I
CAMA AREA it
O
J SP 3?4 t23 / RT. BOX T5
1319'
_ TEL 10 1 li
/ AMA AREA
6"PVC ?-
3tsos 0 0} Q p1 111 I 31,
90
W 006, 1 PROVIDE RIP -RAP/ 7 90o
CJ GRAVEL FILTER I I BEND,PZ 5
GEORGOS PROPOSED ?? CHECK DAM O
S
PLACE 2 PVC SOR 21 I I
(CLOSED) 200 P6I WATlLR
LINE 5' MIN.
FROM EDGE OF r6 I I n

I END O
8 F
A 95 I
?M
D
C
rART7F ?_'`??
?gt23
ao)(@3
8 rse
ORr N OT p 8? 82
!4 Tt95
C Rr 7, BOX
8!
r3 SP 71,31
1969 OAV/S _ SNEP4RD
Q RT. T, BOX 80
? c.c r$r
8„?iC
to - 2
I
ti
Z I Q
6
149
agW4LLACE
2 3 Q RT 7, BOX 79
Q ?
r
2 a
( 80 11 sp 5
9T
1016 RrL7 4 8
0X 7
l ?N?
J 1Q 1585 Rr 7T
Q OQ?
1 80X T7
1 , a ?
1

t Sp
9 1731
?
N '
C 4,.1,4
O
1 f
R T.C. AKER
BOX 76
2 p ?p°_Sr
I'' C
/ Q
J
Q
Q
- -- - MCI r<: k I C,? ! qc/ .-t?
NARRATIVE FOR CAMA AREA / O
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1
2.
3.
4.
5
6.
Location (Road number, street name, subdivision, nearest water body)
riJAfe r'oar_? (oT cjR 135/ 380 -Pt C-O-'* Of /i1f?PrSfC47)1-i
W,1G? S(? 1322. u. C_ r0 55 'Aegd of CRnal 4-o Pa,, l;co
1\ I J Py_
Type of CAMA area:
Creek crossing
Canal crossing
If crossing, dimensions of crossing:
Length NlA
Ditch crossing
-,Estuarine shoreline area only
See Ty /., C
Depth G f1 M A Gross a f?P lir?f
Width NIA
Estimated excavation volume
Dimensions of estuarine shore area disturbance:
Length / 6o f f Depth 40 lo 40 6,0

Width l 2-Tt + C) ??t frtwtt't iu%l?, 4-?2 4o ?n?f c/ECUSS
Est. excavation volume 50 C Y Est. disturbed area l 2 5 s Y'
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? -Yes N/A
Type of construction equipment to be used:
X -Trencher X Motor grader x Backhoe
Track excavator
Vegetation at site. s s
D405PJA93 I
BEAUFORT-C0-DIST-III-CAMA-2.PMT;2 930428
NARRATIVE FOR CAMA AREA 10
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: ?i n r-a n a ra ve / -?; / fe r c 1? Pe
U;01 s !year ..C-u/ y-erf., Sowrna _,g r_'c? sS S e
nf4e, back--Pi//,'raa .f
8. Shoreline Stabilization (if creek crossing) S?47Q P) c;nn/; ca ?, /F
Estimated shoreline erosion during preceeding 12 months
9.
10.
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
Name of planning jurisdiction lvoGie
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
Yes X No
NCDOT Encroachment
obtained
11.
NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? yI-I S
Water line to be on private land?
Easement obtained
Seeking easement at this time
D405PJA93
BEAUFORT-C0-DIST-In-CAMA-2. PMT; 2
Copy of easement attached
930428
29 8
L. S. BRc"
TEL. 6,
!/1-080 /Ot97 29,8
BROnFIELD
BDX92
a
! 1-46
r S P SHEPARD \
101-27, !771 BOX 91 29
r
91-66
8tj0 ?
RT. 7 RAY I
BOX 140 8 f
r
81-520
T
7f.980
T
7155
I
I ! 1 LOT)
I SP 205,
1w) I I
l+r? 1
J
Z
all pTEL.
27
9166
1?1
26
A•G.
RT. 7_ p?,
`J
25
C
7155 22 SP 5
1578 E7Z
W. O KING

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41-23 13 /9 R 7, BOX 75
CAMA AREA
17 EXIST.I
6"PVC f.,
PIPE It
PRIV T !? DRI E ll O 9?6 31-90
+W Yo. ` W PROPOSED
PFUVIDE RIP-RAP/ I 1 EA 2"-
PROPOSED GRAVEL FILTER I BEND,PbC 5
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2"PVC SDR21, CHECK DAMS i Mcs rc h ?0, /q q3
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LINE 5' MIN. I \ J S GcT C?? 1 ,•? IOG?
FROM EDGE OF 16 \ J
28
C. G. ?LLULER
0
SP
1518
2 p 0nSc
NARRATIVE FOR CAMA AREA I I
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
ti-iUato #-0441 feelt-atrel;n4 Canal f-o i-ap"/,`co K.ide?"
E"-fvrante c>? roa.d is on S2 1-351/ 3?0 fa et E'asf- c9?
?'E r-S ec 47'r) o w i -1-1, SP 132-?-,
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length 5 $ 0 -Fi- Depth 3'8 i
Width 1 % r? t rer+C LU; 4-1, 4- z -?f Si de eaj
Est. excavation volume 100 GY Est. disturbed area ?- 00 Sy
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes N/A
5. Type of construction equipment to be used:
X, Trencher _X Motor grader X Backhoe
Track excavator
6. Vegetation at site. uj"Ic4hd r s S a,4 ri-,(.5 S.
D405PJA93 1
RGeTTF(112T_!`(1_TITCT_Tli_r ee?e_? Mrr.) - 930428
NARRATIVE FOR CAMA AREA I I
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: q ra s s seed &c -Fl .e r f m c k T' 11" "a,
8.
9
10
Shoreline Stabilization (if creek crossing) viof G nol; bI&
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
Name of planning jurisdiction A201-1 e
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
Yes _ cX No
NCDOT Encroachment
obtained
11
NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? yle IS
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93 2
BEAUFORT-CO-DIST-iii-C AM A-2 _ PMT-7 930418,

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T
/Of-27
T
91-66
a*ro I
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Rr. 7, BOX 140 g '
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71655
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298
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101-97 294
UJ.A. @R?y?y1=1
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29
27
9166
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Sp 205,
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4TEL.
26
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2$
c-
Sp 5
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51-ao
U RT 7, BOX 85
18
20
41-23
17
W
28
C. a 1MODULER
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SP
!3, 8
6"PVC
PIP£fl
r$ D I 006 SP 3190
W 976
Pfd7Vt0E RIP-RAP/ I I I OCN p1?
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/ J
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i L-PROPOSED GRAVEL FILTER D,
iS 2°N SCR 21, CHECK DAMS I 5 Mq rrr !?tl 19 3
D1 2C0 PS?t WATER I I S ?,? I2a 1 1 UGt
LINE 5' MIN. ^ I I 0
FROM EDGE OF
16 l `' J
CAMA AREA
S 10
41
2
2
Q
U
t S `81
33 0 'OR
CAMA AREA
r S?MiN?Q ?Fq
12 s tel ? v- RAM ;
34 3' U
S?t3S Sp g0
70, !eel
\ 3S ?O, 7
???? ENO OF op Sp
1 ?4L1: 7}? I4B3
CAA
J1 ENDOF ARE
B A 9\
LT r 2 ?
ID 83
15
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RT 7 P a 82
l?j T tg5
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,. 3 8
13 SP 71-31
1969 DAV/S'SHFpgRD
EXiS7 ' O RT. 7, BOX 80

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9g w449
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RT
3 Q . 7 , BOX 79

q
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NOT
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B
8
,
OX
SP 5t'57
1
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4
OF
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4 175
NNE '
U 4 C.
UR r.O7 , AKER
80)(76
r 1 O SP 3178
!3!9° RL 7, SOX 75 11
CAMA AREA
NARRATIVE FOR CAMA AREA 12
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1.
Location (Road number, street name, subdivision, nearest water body)
Wes+e,,, f ???? et )uCky? r,mJ ["h-; v e ( 2a? 'OIj1i»a SR J315)
ne4r C'7,j in P0kn?iC.0 I\;Ve`'
2.
Type of CAMA area:
Creek crossing
Canal crossing
If crossing, dimensions of crossing:
Length
Ditch crossing
3.
Width
Estimated excavation volume
4.
Length (n 0 -F3- Depth 38 ), ki
Width 1 -::?, f i- -f e ?c yu; +t, 5 -Ff- Si d r ca ?-I
Est. excavation volume 12 GY Est. disturbed area 4-5 5Y
Crossing in road shoulder above culvert? Yes K N/A

Crossing in road shoulder beneath culvert? Yes N/A
5.
Dimensions of estuarine shore area disturbance:
Type of construction equipment to be used:
Estuarine shoreline area only
Depth
___2L_Trencher X Motor grader __)?_Backhoe
Track excavator
6.
Vegetation at site.
D405PJA93 I
BEAUFORT-CO-DIST-III-CAMA-2.PMT.2 930428
NARRATIVE FOR CAMA AREA 12
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: S w N Q ara s s seed 8.

9
10.
Shoreline Stabilization (if creek crossing) ?ec I-t`oh Flo ?- c<uo ?icG ?il?
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
Name of planning jurisdiction Noi-? e
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
Yes XNo
NCDOT Encroachment
obtained
11.
NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? YP 5 _
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D405PYA93 2
BEAUFORT-C0-DIST-III-CAMA-2.PMT:2 930428
U L?? p O ? s m I I lC) ~ I j` a
NO N N I v 0
a / / / r \ f n O
, ' I 1 NAR80mR
CHANNEL
X °o m
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i I h n V
I ` t ? = ` I a p C O L
^ W
W h0
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W = C= ^ r? I I C aln p N h
? ?y m. m I I I 3 IHrn a LL
^ W U TW ~nN Fl ?m v
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LL -
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W m W \ n I C C
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fr-
O ° I I C N
LL, L W\ I Wv cy, to
I I ?o O .O
Z i O cQ a o1 N pn
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-- I I C i Q I I ? ? 'p O ?_ 0?
_ +- FARMVILLE AVENUE-??-PRIVATE ROAD i F,
i n°O
i r ' - - - - - W 1J
T
,^?o i
i PROPOSED 3"PVC,SDR ?? 21, 200 PSI WATERLINE
MATCH LINE 14t00
?T
T
C
to
rn
n
0
M cl r c: ?? I D? 19 ?/3
xu l e . I "? ?c?o`
NARRATIVE FOR CAMA AREA I
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1.
2.
3.
4
5.
6.
Location (Road number, street name, subdivision, nearest water body)
Porm%j,J), Av'eriue . lbc)o '1l1,ye5'i- O-l- S2135/ GCros?
C4 VIM I `0 PGNh I.'CO ^ I'%) e;,-
Type of CAMA area:
Creek crossing
X Canal crossing
If crossing, dimensions of crossing:
Length N A
Ditch crossing
'< Estuarine shoreline _
See `Fy p e. B
Depth CAM11 G ross)r,U De.lwl
Width /V 1,A
Estimated excavation volume
Dimensions of estuarine shore area disturbance:
Length 1 O -?{ Depth 4-G"
Width I ?/2. 3F f'rPa. ?i uv?' { ?-1 o L i Si`?f c aSE
Est. excavation volume SO C Y Est. disturbed area 4-5 S Y
Crossing in road shoulder above culvert? Yes N/A
Crossing in road shoulder beneath culvert? Yes K N/A
Type of construction equipment to be used:
X Trencher X Motor grader X Backhoe
Track excavator
Vegetation at site.
C
D405PJA93 I
BEAUFORT-CO-DIST-11I-CAMA-2.PMT;2 930428
NARRATIVE FOR CAMA AREA 13
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: _ Pip r-o A /g rave/ T l e r
road: de <_lrfzlz?s Siff -&,,,c-6 across c.uluer ?'. >owi?;
c{ t--as S seed aTf-er
8. Shoreline Stabilization (if creek crossing) F?V c4i o',
Estimated shoreline erosion during preceeding 12 months
9.
10
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
Name of planning jurisdiction No L-, e
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
Yes Z_No
NCDOT Encroachment
obtained
11.
NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? Y, CS
Water line to be on private land?
Easement obtained
Seeking easement at this time
D405PJA93
BEAUFORT-CO-DIST-III-CAMA-2.PMT;2
Copy of easement attached
930428

i
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1 1 1 3t26 lrn C33
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? i BAKER 16
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3
11 ? ? , ???at18
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a6t32 ?4t68
T
> a 9 50 5to6 SOA
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=
7 381
?6f32
3130
GARRETT
L It92
AYCOCx I PROPOSED
30 LF 4"DRYSORE WITH 4 STEEL
T MIN. THICXNESS 0.188 AND f PVC
a 11 33 JONES 200 PSI WATER LINE
CAMA AREA
T 16
aot9s
WOR THIJG70N
PROVIDE
)t END OFT I,IRIP-RAP/GRAVEL FILTER CHECK DAMS
,L 1 ;Zotooi
I PROPOSED
rEL 2 EA. 6° GATE VALVE
5330 I i CAMA AREA 2 EA. 6"x6°TEE , 01
1 l `
SP 091 I 1 EA. 6'x4"RE0 UCE
781 ( ! 4 ` 155 1 EA. 4"x 2"7E E, PV V.
I
53F 1 EA.4"GATE VALVE
EA.2"GATE VALVE
54 t 1 EA. FIRE HYDRANT
11 \ \
Ites \ I EA.6°DI PLUGJAF
\\?? I EA.2"GATE VALVE
of I I` TEL`4\F \ \
7`1 SP 3t \
986 PROPOSED \ \
O
2 ,PVC,SDR 21,2CO PSI WATERLINE'-
\ ?\

11 PROPOSED
I EA. 2"-900 SEND, PVC
1 EA.Z"GALV. BLOW-OFF ASSEMSL
>I
Z
?
Z
m
Ir
1

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1 ?
ion I9Ci3

REGINALD
5185 SP ASBY
1149
52
Ma?-ch
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;
A
53A
6 I
02
I
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95 I I
1
11
4t85 x- L l
=-_
14
CAMA AREA
NARRATIVE FOR CAMA AREA 14-
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
?nnr_i.11a?v Roa.C) DaraIle I c ha ran.a / . o0 S^b I_)C)1 . 0"I
Aven.,e a-d C\'IVjerwalk bpik; i,
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing X_Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length 4-0 0 -h Depth _4 0 ',ic 1. -e s
Width I '/:2 4c, 3-f4- +r-e P, t It w i 4? -F4 , i?
Est. excavation volume l 2 U LY Est. disturbed area 3 7 '5 S Y
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes K N/A
5. Type of construction equipment to be used:
__,_Trencher X Motor grader X Backhoe
X
Track excavator
6. Vegetation at site. Ya r-d a r-a.5 S
D405 PJA93 I
BEAUFORT-CO-DIST-III-CAMA-2.PMT•2 930428
NARRATIVE FOR CAMA AREA 1 4-
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: $ o w, K a 9 r--ass Seed crL e r b T ck f 4,11 h9
8
9
10
Shoreline Stabilization (if creek crossing) Se cl on n o a a ?,'c??lF
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
Name of planning jurisdiction AL +1 e
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
Yes No
Yes X No
NCDOT Encroachment
application applied for
11. Water line to be within non-DOT public right-of-way? Ma e
P1. -er -1 1-117 0r DS U r£
Water line to be on private land? R"o V O P 14 e r; ?I
Easement obtained Copy of easement attached
__ Y\ _Seeking easement at this time
D405PJA93 2
BEAUFORT-C0-DIST-III-CAMA-2.PMT;2 930428
I PROPOSED
?-J a IZ' LAY 2
COCK
r89 T Imi 30 LF 4"DRYBORE WITH 4"STE=L
AND ?? PVC
Id It68 Qg T MIN. THICKNESS 0.188
T
I>I a It27 bl TEL JONES I 200 PSI WATER LINE
Irtt 123 ' a CAMA AREA
T a
2TEL? a It22 1DI T
Iml Ot98
T APROVWORTHIIGT
T OOt67a DE
l i 20t85 i t 2aro7 RIP-RAP/GRAVEL FILTER CHECK DAMS
ALLEN
1b14NI I I ??-23OtOC
oot ESP
1 a aLT
7 I 15' ROP/
:132 ---------_.__p,
I 1 15 RCP W 6cOt001 --
_-_, PROPOSED
TEL 1
z2r33 rEL x-0'004 1I 2 EA. 6" GATE VALVE
roo 0 t00?? i CAMA AREAI 330 ?? 11 j I 2 EA.6"x6"TEE, DI
CAMA AREA
T
)t10- j I? I T I I IC I EA. 61x4 I$ REOUC:
\ \\ 47 a i t 53F 1 1 78P 1 O 92 11 1 1 15 1 EA. 4'x 2"TEE, PV
\ \ ? zt t as 1 1 I I t I EA. 4" GATE VALVE
T I 1 53F
? 9 \ \ 20t95 It17a I 1 I EA.2"GATE VAL'/E
\I\\ MOZING0 i'o 53C I 1 54 ?II
1 EA. FIRE HYORAN'
It6sa N T I Ite9, 1 EA.6"DI PLUG,T.:r-
?'T I 1148 ' I I I EA.2"GATE VALVE
_ 1 \ Hooo 11Z It95
\?4 f \
1? \\\\ rst T IT - I1 I TEL
40
1 2 I< 1 i` \'Qj
I
53A I SP 3t
q 1 `? 11 T 1 O
1 2t95 986 PROPOSED \
a??ll I< a? \\
0 1 I I T I h ID 2 PVC,SDR 21,200 Pc
„1 WATER LMT
Ivl o3A \ \
` I I 3x26 ti 536 11
1 t ? I I T ? I I '; \?
1 ,? I 3t73 ST? I 1 _
a ` I BAKERa
I1 I I l 1602
J 1 1 1J-?' `3 t 95 I I I PROPOSED
al\? _ i /al16 ' 1 I EA. 2'=O00 SEND, PVC
- ' - I 1 EA.2"GALV. SLOW-OFF ASSEMSL
T T 4t85 x- s-=
a6t32 a4t68 ? >?
Z
Z
I q, m
50 T 50A r-
48 49 a p 5tO6a CAMA AREA
T T 8
? 381
- 6t32 l
a REGINALD
a 5l30 5185 SP ASBY
GARRETT 1149
1 I
52
1 '
MCI r C ? ? CJ/ l ? ? •3
ca e cc
NARRATIVE FOR CAMA AREA 15
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, ubdivision, nearest water body) \
River-,)a k 1? r)ve (,04; Jake 5 ?o.ic?\ J 1 /SR1.'95/ E XI:)
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing YL-Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length '300 -Ft Depth 4-o Jn
Width -}-ehclW F+ 5:'dPc4 sk
Est. excavation volume 6 0 CY Est. disturbed area 17 O S Y
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes X N/A
5. Type of construction equipment to be used:
Trencher _L _Motor grader Backhoe
Track excavator
6. Vegetation at site. )t2 10 1?1 d
D40SPIA93 I
BEAUFORT-CO-DIST-III-CAMA-2.PMT:2 930428
NARRATIVE FOR CAMA AREA 15
_
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: Sow,'na arza5S Seed aT4-,&r h,ck
8.
9.
10.
Shoreline Stabilization (if creek crossing) Sc?G41,opI r 04- cf r4 b/E
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
Name of planning jurisdiction ?Jv vi e
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
Yes ?( No
NCDOT Encroachment
obtained
11.
NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? No
Water line to be on private land?
Easement obtained
Seeking easement at this time
Ve S
Copy of easement attached
D405PJA93 2
BEAUFORT-C0-DIST-III-CAMA-2.PMT;2 930428
m,
IZ' a COCK I PROPOSED
r89 30 LF 4"DRY BORE WITH 4" STEEL
E]I T
Id lt68 T MIN. THICKNESS 0.188' AND 2PVC It" a H27 T ICI TEL H JONES I 200 PSI WATER LINE
I I CAMA AREA
I T < T
2TELr'1 It22 141 Ot98 16
WORTHII?G70N
I
[7 I /
o-?I f? ors? T IyI
I PROVIDE
;I I I T 2ot85 I 24to7 I RIP-RAP/GRAVEL FILTER CHECK DAMS
I WAN I 0t00t END OF
7 I 15??RCP I 23t17 SPHALT
7
1321 i Zip _ - - - - P.
115 RCP W x ;__ OO t
PROPOSED
i0ql ? - :otoor, 1 TEL ' 2 EA. 6" GATE VALVE
74 E 1 I
I ?`22133 oroo; SP
I TEL ? CAMA AR 53D 2 EA.6"x6"TEE, DI
)tlo Do- CAMA AREA
I
T 11 14 I S P 0 9?, ' 1 EA. 6"x 4" REDUCt
\ ?\ 47 I I 53F I I 781 l I 15 1 EA.4"x2"TEE, PV.
21185 I 11 I I EA.4"GATE VALVE
T
J 2ot95 1 53F
9 \ 1 ItI7 I 1 I I EA, 2" GATE VALVE
\ \ MOZINGO? I l0 53C 1 1 54
I EA. FIRE HYDRANT
I \ T
It65 F] N T I I It89, \ I EA.6"Dl PLUG,TAr
T s e 1 I I \\\?? I EA.2"GATE VALVE
I I _ ??` \
\ \? HOOD IZ I t95
1 \ \ Im I
\ T ?T- o1 TEL "t \ \
\ 1 2161
7 \O
I ? 53A I? 3t \ F \
y 1I T Ir* SP ?I PROPOSED
to \ I I zr9T i? Ic 986 I 2"PVC,SDR21,200PSI WATERLINhl
3t26 {r IEI 53A
EB
1
1 `I I T I T I I I
` I 3173 ? I nspo
BAKER J _
1 `1 I?- 3195 I I 1 PROPOSED
atle 1 1 I EA. 2=900 BEND, PVC
_ - - - - I I _ 1 EA.2"GALV. BLOW-OFF ASSEM13L'
T 6132 T t68 4t85x-? x x D
z
Zt
= ?4 m
D. S5O T 8 ? 48 49 T SP 5106 CAMA AREA
381
6t32 l
REWNALD
a 5130 5185 gP ASBY
GARRETT 1149
52 I
MGtrCN /C/ /913
?c u l e J '' .= 1 ?` ??
NARRATIVE FOR CAMA AREA I (o
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
Ja ke k B. x Bois 'Fee ? 7 YD??v JI\ / 3 22-
t?cFOSS df-+Cl, ? POt"I •co R;UPr
2. Type of CAMA area:
Creek crossingDitch crossing
Canal crossing _2?_Estuarine shoreline
3. If crossing, dimensions of crossing:
a ae Tj?e C..
Length ti/A Depth GAmA G ,-o s f , a ?P I ter,' ?
Width N//1
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length / l 0-- -Ft Depth 4- 2 +o "70
Width 1 %z icy 3 N -1 re-,, c 1; [.1, X41, (_) [4 S I def-4 s.+
Est. excavation volume 4- o C, . Est. disturbed area a o 5Y
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? ---X -Yes N/A
5. Type of construction equipment to be used:
X -Trencher X Motor grader X_Backhoe
Track excavator
6. Vegetation at site. ? (u C' [t y- u ss
D405PJA93 I
BEAUFORT-CO-DIST-III-CAMA-2.PMT;2 930428
NARRATIVE FOR CAMA AREA L_
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures:
8
9.
10.
Pr r 1161Ck _0C

Shoreline Stabilization (if creek crossing) _Se c- o„ no-4- cr AN 11 ,-ca 11/e
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
Name of planning jurisdiction "0 I'r e
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
11.
Water line to be within non-DOT public right-of-way?
Water line to be on private land?
Easement obtained
Seeking easement at this time
Yes No
--k-Yes No
X NCDOT Encroachment
application applied for
`(4 s
Copy of easement attached
D405PJA93 2
BEAUF0RT-C0-DIMM-CAMA-2.PMT;2 930428
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NARRATIVE FOR CAMA AREA / 7
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
Man - n- Wei, F)r'iye near- eaar1 n-t- rocec`
fin va 11 ? a na "Fa ( G tri 1;4L^0
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing _ -Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length , 5 O -F Depth ¢O ' n
Width %2 -fit *1 --e,, c A W t 4 5 t 4D ' C(e c a, •a
Est. excavation volume 70 5Y Est. disturbed area '2_5 0 5 F
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes k N/A
5. Type of construction equipment to be used:
X -Trencher X Motor grader X Backhoe
Track excavator
6. Vegetation at site. Ya t-j a r-u s lc
D405PJA93 1
BEAUFORT-C0-DIST-III-CAMA-2.PMT;2 930428
M
NARRATIVE FOR CAMA AREA / 7
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: So w r np rwss Seed ale, bQ 4 f; H-<
8.
9
10
Shoreline Stabilization (if creek crossing) 7c=r 44ut, »o-f- c, 42 o /,' r r b le
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
Name of planning jurisdiction /Vo0rle
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
Yes XNo
NCDOT Encroachment
obtained
11
NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? Ye S
Water line to be on private land?
Easement obtained - Copy of easement attached
Seeking easement at this time
D405PJA93 2
BEAUFORT-C0-DIST-III-CAMA-2.PMT;2 930428
7
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March IDJ l99;3
Sc41 le : ! "= I Coy
NARRATIVE FOR CAMA AREA I?
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1
2.
Location (Road number, street name, subdivision, nearest water body)
M Mri - D- War Drive- (k)Pa?^ SR 132-4-? ar??sS Co ha I
7
urn i C. t> ? ? ; \! E r
Type of CAMA area:
Creek crossing Ditch crossing
XCanal crossing ) Estuarine shoreline a=a=@rAy_
3. If crossing, dimensions of crossing: See Type- B
Length N? Depth CAMA Crn5si".u he f-ai l
Width AIIIA
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length 3 50 Depth U
Width 1 ?/z -I o 3f +rPr,[ l? I,?Ji 4
Est. excavation volume 90 C Y Est. disturbed area O S Y
Crossing in road shoulder above culvert? X Yes N/A
Crossing in road shoulder beneath culvert? Yes N/A
5. Type of construction equipment to be used:
K Trencher X Motor grader k Backhoe
Track excavator
6. Vegetation at site. UP / e 'T L
D405PJA93 I
BEAUFORT-CO-DIST-III-CAMA-2.PMT;2 930428
NARRATIVE FOR CAMA AREA I ?
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: S; If Te ,•r: c b e -te, e e y, l z-ev7 d, a? e-41 • l
?-? ?ri?-ica 1. Ibfcc fior•cs, /, ,'P ?-gyp Ur,t?a{??e E'? !
SONJiNU aia?-J ??FC? a.'htF'Y• 17u??F ?il?,yr
8. Shoreline Stabilization (if creek crossing)
Estimated shoreline erosion during preceeding 12 months
9
10
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
Name of planning jurisdiction /Uo" e
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
Yes No
NCDOT Encroachment
obtained
11.
NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? Ye s
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
f
D405PJA93 2
BEAUFORT_CO-niST_M-rAMA_2 PMT-) QIUIR
n (
7- 4?
QL?o
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Y? ? tQ
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0.
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3n3 ?i ? ` pp? 1`5 a
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?w ¢
Marc l? 10? 1 ?(! 3
Scale, 1 ! CC:
Y ?
NARRATIVE FOR CAMA AREA 12
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1
2.
Location (Road number, street name, subdivision, nearest water body)
9R/32-4 of tv
ileac Capin I 4-0' paF, kC0 L Q/ e
Type of CAMA area:
Creek crossing X Ditch crossing
Canal crossing _,X Estuarine shoreline
3. If crossing, dimensions of crossing:
See. Ty- Pz
Length tJZA Depth (,,AM C,Y ash ra t4 i
Width NIA
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length G 8 o -n- Depth 36 -M 4-2- ,.n e 4 ts,
Width ?_ 4-r7:- ? -4 trek'c/i VQ 1-4-1, 6 f t- (-
Est. excavation volume `T O G Y Est. disturbed area 50 5 Y
Crossing in road shoulder above culvert? Yes N/A
Crossing in road shoulder beneath culvert? Yes __X__N/A
5. Type of construction equipment to be used:
X Trencher Y Motor grader Backhoe
Track excavator
6. Vegetation at site.

D405PJA93 I
BEAUFORT-CO-DIST-III-CAMA-2.PMT:2 930428
s
4
NARRATIVE FOR CAMA AREA 9
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: Si l+ -her,rP C-64t`ra7 err fCT ?t 1 i? °F F,
der- C ?ieck: -I ((kil /r, 4"-ke/I C?o(.)i+iQ gross C?, r, <<l ecT?`ff
9, ?.
8. Shoreline Stabilization (if creek crossing) S ec for, Aid- ?f??%«<r<??N
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction /\J o 1'+ e
Certificate of zoning compliance obtained?
10. Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
Yes No
_-X-Yes No
NCDOT Encroachment
application applied for
11. Water line to be within non-DOT public right-of-way? /J0
Water line to be on private land?
NIA Easement obtained
do
IV//,- Copy of easement attached
PIA Seeking easement at this time
D405PJA93
BEAUFORT-CO-DIST-III-CAMA-2.PMT:2
2
930428

NARRATIVE FOR CAMA AREA $
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: '. ra p do's i-4, bPd a rPa. e ro-4d
r I'
t1C?h.92' . -Olt) _ seed Qr I T ?T?P1- ha C R dli V1,
8. Shoreline Stabilization (if creek crossing) S P C / i ,Y, j., of- u i!)o /i 'u Gtr
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction "-00-e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? ___&_Yes No
NCDOT Encroachment X NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? No
Water line to be on private land? No
N/A Easement obtained Copy of easement attached
NIA Seeking easement at this time
D405PJA93 2
930428
NARRATIVE FOR CAMA AREA S
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
Riparian owners names
Edd; koo++-
314- Sunnrs?dz Drive
w'asL,r?atoh, A)c 7-7889
•J uN,Ps L I Qi
31 (1P $14,01 ny5 11 d6 Lll)r- VZ
LAAS (Il? ?,1/ . AM, 271 89
D405PJA93
noAT10^Dr_rnn_nrrr_M-n AM A-') PMT-1
930428
R
MICHAEL VOUNT
203 HAVEN WAY
17,5,50
SP
046
)T 14
]Y W. LYNCH
CAROLINA AVENUE
DROPOSED
?"PVC, SDR 21,200 PS
WATER LINE
ED
3DR21,20OPS1 WATER LINE
PROPOSED
I EA. 4"x 2" TEE, PV C
I EA. 2"GATE VALVE & BOX
2 EA. 2"- 22 /2° BENDS, PVC
1Ot33
JOHN MAHONEY
?Q A 210 SUNNYSIDE DRIVE
y2t
)LARD ^
IYSIDE DRIVE 5
TEL
i
i
3t12 END OF R p
+ CUL-DE-SAC 5067
E N WAY - - KtEA
109 HAVEN WAY
20' 2t37
SPHALT 17'CONC.
SI WATER LINE
-ASPHALT ROAD
otso
g p BRIDGES
742 107 HAVEN WAY
2107
JAMES PITTS
105 HAVEN WAY
I 1
I \ \

WRIGHT
205 SUNNYSIDE DRIVE

KEECH
SUNNYSIDE DRIVE
A
9?
cl
O

JOSEPH E. TAYLOR, JR.
g p 212 CAM ELIA

1369 302 SUNNYSIDE DRIVE

/
LOT
WOOLA
/AROLD E
it79
J.M. HODGES/ .
RT. 2, BOX 7
NYSIOE
V
D
R P
RI
E
5222
/ /

/ LOT
MATTIE W. BLACK
/ RT. 5, BOX 366 /

eI DRIVE

\ \ / 13t32
\ C.O. WATKIN
Sp 306 SUNN
157

13

Ot00 Gc
Sp =
1648 ,
1
Mcarf.g 1 D 19
Sl. ct' e • ' = ??' ?
I5t19
21'CON

?} s
NARRATIVE FOR CAMA AREA C_
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
?;rf 04A Off SR 1323 4-o 300 SUVAAXS11de ?rr??
near tuna/ -fo an?llco R;oer-
2. Type of CAMA area:
Creek crossing
Canal crossing
3. If crossing, dimensions of crossing:
Length
Ditch crossing
__2?__Estuarine shoreline area only
Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length Depth
width I F+- i,u ? l l? > Tv `-, i ?e c4 s f
Est. excavation volume 6 GY Est. disturbed area 2_ ' S Y
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes X_N/A
5. Type of construction equipment to be used:
X Trencher A'. Motor grader X Backhoe
Track excavator
6. Vegetation at site.
D405PIA93
1
930429
r
F
NARRATIVE FOR CAMA AREA q
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: So ,v t'N Ct g ra s s Seed a41et-- 'blc k ;111
8. Shoreline Stabilization (if creek crossing) Pc lion # C'1 cto o l; e-a.1, -
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction Woe
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes Y No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? YF5
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93 2
930428
r
NARRATIVE FOR CAMA AREA C-
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. 2 Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
Gary kFedl
300 Sunmrside Drive
D401PIA93
3
I O h,, MQ 1-) 0),) el
?? D SNnn1ysk,d* 1 ri1hl?
930429
.,, U 29B
Brt?vw
11ts1
TEL. L.S.
llroe ID 1ot97 294
J. A. SRO
?
El WNFIELp
92
T SHEPARD
it c
lot2T? BOX 9J 29
T
9t66
R AI ?
RT. T, BOX 140 B D 1
1
T
8t52
T
7198
T
7t55
1
1 I
J ?
4f94 '
Q
3 I ( LOT)
I SP 2031
I 1
4TEL.
8
C. 2
B MO LULER
@ 190
SP
1318
25
Tt55
22 SP
1378
W 0. KING
27
9t6g
SP
zosl
1
26
23 -l
55 41
I
A 2
ALL Q
J y
-a
r
51-80
11 RT 7i BOX 85
?e
20
CAMA AREA
u
l END OF
BLT
?M
C
II LAMA -?\
AREA 09t23
?. ?. Bor 83
15
@ * s6
R1PS0N
78 BCLC 82
GoRr
7195 7, BOX 8
G,gS.:. 7DAV/.31
S - SHEPAR0
RT. 7, BOX an
EXt a
2g
ti
?Q
?a 12 RRr 6?49
7 ACE
Ba
3 Q .
c 79
0 G
Q gWRL7 ARE. Vo-r O
X 78
8
0 LU

cne 1-57
Gg
d O BOX 77
pr?,
2

(j,
4 a 9 1731
N to
1
O
1-41
3 I
AKER
0
AITC
j
BOX 76
SP 378
_ DEL. 10 l U7
4123 J / 1319 RYtT, Box 75
EXIS 1-r
(1 / AMA AREA 1
17 L PIPE 3180:O-t00 .` 11 I I I 6 O S A 3 t,90
976
W W PRD"DS
PROVIDE RIP-RAP/ I I 1 900
D PROPOSED GRAVEL FILTER I I BEND,F%C O
GEORGOS „ CHECK DAMS
(coo ACE ) 200 PAS R WAT
26 I I
LINE 5' MIN. I I \ \ J
FROM EDGE OF 16 Mu r? ?? 1 C 1 ?I ?l 'S
C
J
Q
4.

5
NARRATIVE FOR CAMA AREA 10
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
riJAt2 1!"oaJ off 50'1351 SEO -F4 Eab* of' iilfer'Sc'c47o11
w'41, SR 1322) aar-oss Iie?td of canal 4o Pao,l%co
R1 'i - ir-
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing _X _Estuarine shoreline area only
3. If crossing, dimensions of crossing:
See %r Pe C
Length 0/1.q Depth CA HA C ros s,,( g Ile Ir4 /
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length 1 C, r) L Depth 40 rH 40 &0 %•,
Width / ." Tf +0 311- *rev,c it ' t u;4, 4-Y2 4 le !n -f f S,dyc- S-/
Est. excavation volume 50 C y Est. disturbed area 12 5 S Y,
4
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
X Trencher X Motor grader
Yes X N/A
__X Yes N/A
X Backhoe
Track excavator
6.
Vegetation at site. en ra s
D40SPIA93
i
930428
NARRATIVE FOR CAMA AREA I U
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: 2 P-u p/a ra g e l 4 l -fer c 1; ec k
?a;++S ?-?e,ar ..GuPyrrt.. So..?r.,a `Q 1,'CisS ??e?
eJ4 e r ka c? 1r; 8. Shoreline Stabilization (if creek crossing) SPC°I-r tov, rc,`+ c, pn/; C a 1, /e,
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction Nome
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes X No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? YF
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
fldnAMA93 2

NARRATIVE FOR CAMA AREA 10
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
_L_2?._Riparian owners names
W;1I;un, 1_. Ai-end+
R+. 7) Sox -7'8-A p
ti?G 11,r,4 fLnh AK 27?9[' /
D405PJA93
3
Rober+ 11VA;4-h-v. .1?-
f2 f . 7 f3 0 ,v 74-
4'?a.S??inn-?-on. ?C 27'0$4
030428
F',
1 teI
29 B
3 `o 'DROP
TEL. Lrs*6N f CAMA AREA 3Q? 5'M/ w4?
I I r N F Fq
12 s rsi 3 U',QM
11t08 10t97 294 I
`34 3?
aJ eOIELD 1 Tr3 r O
Sp s Sp 9
I r ( \ 1`04 ?d 1667
3S
G?-
T U177 SNEPARO 63
10127 Box 91 29 \ _ _? p o 6 'q p
r LOT) 27
9t66 SP 2051 9166 1 END OF IL AREA st??
? S P B?8LT n T" say 83
2051 15 ?1
T f O T 1-66
8110 I 26 1 wups
R7. 7 RAY [ 1 ?Rr
BOX 140 8 I C-6- r YOLLUL,ER 70 80U(82
SP
8r92 1318 26 14 71-95
E] ? R T A•G. 0Rr 78 Box 81
?! t B3+( 3
U 81-1-31
T z a
7f.98 0 pTEL. 13 g,$q,P, DAV /S - SHEPARD
25 ..1 RT. 7, BOX 80 '
g EXIST
7tg?J 23 ?I
71-55 T55 W ? 6?`p!C 2
S P ? t-
22
ISTB 0 2 '1-Q 12 SP 6f49
I ( ¢ a 298 W4LLACE }
W 0. KING M. A. Z ?y aRT, 7. BCD( 79
? Q
GECL Q 31-L
_ ?? 197
80 OpW-L7, BOX 78
U ?'?
W IQ SP 5 1- 57
1-r! 2 QNO a 1385 RT. T. BOX 77
l
r 000:
5180 , cc (f) IA.
3 Rr 7. BOX 85 L >cZ 9 !7 P
a Q a 31
1
r I 1-8 ' cu (0
Q
I 20 1 1 O ??
4 t94 3 ORN.r 7AKBER
OX 76
El CAMA AREA /
TEL. 1 0
l r /3,s j
EX15? ! O S P 3,,,&
6) 4123 1 1
/ CAMA AREA BOX ,g
17 ? T.1 /
6'Pbp
P Ir; ?I 1
3rso: Or o It DRI E O 6 976 3t90
P V T 1
,i W Oa I
W t:. PROPOSED '
PROVIDE RIP-RAP/ j I EA. 2"- e
PZ
PROPOSED GRAVEL FILTER BEND
? ? + O
GEORGOS 2"PVC S E CHECK DAMS ' t M d 1-c h LI 011-3
LACE 21
EED) 200 P?I WATiR /'? lL C
(CLOS
LINE 5' MIN. ^ j I ( 4 1 ?J < <J Cs
FROM EDGE OF (16 l 1 1
\ /

NARRATIVE FOR CAMA AREA J I
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
Pr;uufe I-04 d Rat_affe%nq Cane] +. Rt-' 'co Pier
E,,+"r.ce z4 r04.d IS o n 5R /-3511 32o f,, e'} e4&4- m?
i14?, r-See47bki IAJ;-Wi SIB 1322
2. Type of CAMA area:
Creek crossing
Canal crossing
Ditch crossing
Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length
Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length 5 $ D 1- Depth
Width 1 1?? ?+ -Fre"c t, ty; 4-1, 4 2 -?+ Si ale call
Est. excavation volume / DO C.Y Est. disturbed area 4-OO 5 Y
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes X N/A
5. Type of construction equipment to be used:
X Trencher _ -Motor grader X Backhoe
Track excavator
6. Vegetation at site.
D40SPIA93
I
930429
. . 1
NARRATIVE FOR CAMA AREA 1 I
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: ?ow a ra s s S F e d
8. Shoreline Stabilization (if creek crossing) c::?-g+;ojo h??f uA??l; ?G ???N
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction A)Oill C
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes _ X No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? ?
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93 2
0 MAI A

NARRATIVE FOR CAMA AREA II
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. X Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
(R0 6P.-+ G. Freese
PD. 8r'x 265
Wa 17;?-ratan MC_. 27289
M,14-ov, S
F. 0- aox 16-4-1
Al C. 2.7889
rlo?.a f u s c'n Mercer
1 05' L.a w s or) POad
Wu h, Hi or1 , C, 2-7 2 Z
SJ mOt?1 A ?-?'i'#+ON
Rt. 3? Box 724
Vt/asl,;ha?r MC- 272$9
Reba.. 0 Wh;f-ley
Pi-. 7, 8-x 74
vVus h`r,?t-or?? G 27889
TAACnT • ea
Ar+tiu J. W;11,ams 177
P v, 13 ox 66Z
1Nas a h2 P1 /U C. 272$q
219 Sr?rr»orr '5t:
NC: 2738?
F?-e dd, e B, F3u v-n e t-Ve-
20 2 Ma I.- a. Dr-,
sh; n (. 2788
Mu rra v C• ?a ket-
Rt 7 ,8oX ?G
?Nus?? Hu fn?? AG 2--7889
29 g
` Irt6l
L L•s. Basvv
Ell] TEL
rrtoe ror9 T 29Q
J. A.
BAp1y 1? I
El OX 92
rte
r S P SHEPARD ,
rOt27? I I77I BOX at
29
r
91-66 11
as C I
RZ ?,BOX 140 g ? r
r
81-52
T r98
? t
r U
T ts5
3 I r LOT)
I SP 2051
1
WEL.
28
C. G.LDC E4
8tgp
SP
Isle
25
71-56
22 SP
Isle
W 0 KIAIG
27
9*66
6
SP
2031
I
26
Rr I.
8t3 g?
r
a
rV3

I3
t
1
4 t94D
5
3 t90: 0 OO
J
r
5x80
D Rr 7, Box 85
i r8
I 20
CAMA AREA
r8`•vo ofr
?s
C
I DI C A M, A
AREA ?9r23
83
°'
3
r5
s tss
R 7. 2CJ e2
Its 71-96
aRr. 7, BOX
el
r3 sP 71-31
1969 DAV/S_S?EP?D
RZ T, SOX 80

Isr.
..t a ?
J`
J
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2 12 SP 6 t4.9
a 298 R7 LLACF
2 aH , BOX 79
3a
c
h0 St97
G)
41`
( $ Q §W.
L. aAFyOT
RT. 7
86
,
X 78
U Q
N4J
51-67
rQ g
ONE
a Rr
7, BOX 77

f a
!r U
?
_
/
a ?
9
( 175
' cv

O 4x41
l C.
R AKER

t
BO
7P
r 80X 76
I
fTE7- 10 ' O
I SP 75
3, 178 () 1? , 4 t23
I3 !9' T, dOX
17 / CAMA AREA
\ qsr)? /
O 1 PV r--
P?PE ?r 11
P V T rr DRIVE O 976 3t9O
PROVIDE RIP-RAP/ I EA. 2'=SO*
PROPOSED GRAVEL FILTER BEND, Az O r` I?
CHECK GAMS i G
aM 2" PVC SCR 2I,
SAM 200 PSLI WATER 'I /'? S G? e.
LINE 5' MIN. (\ /)
FROM EDGE CF 16 4
!r( C
I
J
Q
a
)c? I?93
?
"? Icc
NARRATIVE FOR CAMA AREA 12
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
Wes+ern fk7d of Q&4cky;Pej E-1;v t ?ParalGeli?a SR l3?1)
n eQ r- C an << ? ?n l'a Pn /% [ o v e,-
2.
3.
4.
5
6.
Type of CAMA area:
Creek crossing
Canal crossing
If crossing, dimensions of crossing:
Length
Ditch crossing
__Y_Estuarine shoreline area only
Depth
Width
Estimated excavation volume
Dimensions of estuarine shore area disturbance:
Length 6'? D -F+ Depth 3 B

Width 1 - -F l - -ti-e i-, c L w;4-11 5 d CG ?-t
Est. excavation volume / Z GY Est. disturbed area 4-5 SY
Crossing in road shoulder above culvert? Yes K N/A
Crossing in road shoulder beneath culvert? Yes *,( N/A
Type of construction equipment to be used:
Trencher X Motor grader
Track excavator
_?Backhoe
Vegetation at site. Ya r-d a ?-a s s
D40SPIA93
MCA IICADT-!`A-TTQ1r- -PALA A_7 PUT-1 930428
NARRATIVE FOR CAMA AREA /a
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: Sow N 4 a,-a s s Seed o4 er-
8. Shoreline Stabilization (if creek crossing) Sec 4-7' o,., ? 4- G u g
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction Nov) e.
10.
11
Certificate of zoning compliance obtained? Yes No
Water line to be within NCDOT right-of-way? Yes __K_No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
Water line to be within non-DOT public right-of-way? 5
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93 2
NARRATIVE FOR CAMA AREA I ' .2-
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. __Z_Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
Jo p5 P Trn r
P.i • 1? a.x 14-6
Luco?•-,u . A)C, 27851
LAOnaie D. 7-eg4-e oh. Jr.
Rt. 7, Box i 04
'1/lla s??inu fan, JVC 2.788_
P. So x 172$
1/Vas????, {-nn. 111(- 1 27889
D405PJA93
Fre-.d d.e -,. ?n w'ver-
70Z E. M", str??+
WasLivo4on A1C 278.8_9
1-i I
930428
o
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oo_ 1 CHANNEL
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0 1 e
D
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Om ,y?
cr LL
?D Z? ?DW,
Z C C
-- i ( m M3 I I I u -
Z H ? ( ( LD "? D L Li
r J V TW~ N DN I !Z
... 1 wW 2 ' I 1 C C
- J L r
O W I 1100 r_?N 1
V) N
_ i 3 DCP? I '
Wl ?
? Y ? ~ I to
v = ? ` DID U m '? ???I
;?; c; r^ o ` o? I { l a
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f ?I N
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a. F-Z-lm
C7 I nm Im O
LL. z CY on
n
_ Z D a.-
1 O¢ Z ?° ?- i I 1
,r Lr I C rL \ ¢_I
(tp0
F
_ ?-
?
i =°
1 a
+- FARMVILLE AVENUE -PRIVATE ROAD ' t&I I°
h$ , PROPOSED 3" PVC,SDR 21, 200 PSI WATER LINE
I
L:I I i in
MATCH LINE 14t00
?P
e
Q
\$ 0.<
Do
Marcti 1e.,ISM; 3
su It . "_ llrc
NARRATIVE FOR CAMA AREA I I •
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
?arrr??l;) )e AvekiwE SOU 4-11 lye--I c)-F SP /35/ Across
/'Qnm I Ao pavan 1" cc-, P1yf1- -
2. Type of CAMA area:
Creek crossing Ditch crossing
X Canal crossing Estuarine shoreline ww"nly
3. If crossing, dimensions of crossing: See Type B
Length Depth ?.? M I CG s M U ?2 f?
Width N?/I
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length I O -?f Depth 4-b"
Width 'h - 1 3 F- tr e o r 1, Gv ?' 1 /-b (? i -? f 51 c?F c a 5 /
Est. excavation volume 50 C Y Est. disturbed area 4-5 S Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
X Trencher X Motor grader
Track excavator
Yes N/A
Yes '< N/A
X Backhoe
6. Vegetation at site. 4 r+ ? u`'
D405PJA93
nc.iicno'r_rn_rliCT_nt_rrsw4e_') PKAT•2 930438
t
NARRATIVE FOR CAMA AREA 13
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: P;12 rap / q ra v e cc k? d a s"s
roadside' ?a.rrosS e•u wer-l•,
Y'c+s S ,eed aT f Pr ba k--F; 1 /, ? 4
8. Shoreline Stabilization (if creek crossing) p c-Fi o ?, v)0+ <?n J « ?, /.
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material f
9. Name of planning jurisdiction I d ??
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes ___)?_No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way?
Water line to be on private land?
Easement obtained
Seeking easement at this time
D405PJA93 2
Copy of easement attached
930428
NARRATIVE FOR CAMA AREA 13
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site) r
Riparian owners names (-fbt- I4o4r4st-waten=ere9siig)-
I r---v, & Rri n zoo
cn 4- I
P. o. B- x
NC 2,7889
D405PJA93 930428
RFs1IFr1P-r- mmgT.M-LAMA-2.PMT_2
I U ? ?2, U° COCK I PROPOSED
re9 r Imp 30 LF 4°DRY80RE WITH 4" STEEL
T MIN. THICKNESS 0.188a AND 2' PVC
T
Id ?tse 1„?I? ?t35 I gl WATER LINE
1127 ?t TEL JONES 200 p
Imo' a CAMA AREA
Ir, T ? I>' T
2 TELh 1 t 22 -tl Ot98 16
1 Im
T WORTNIJGTON
0t67a , I PROVIDE
T E RIP-RAP/GRAVEL FILTER CHECK DAMS
ALLEN I I toot NO Of I?
WANl I ?LLEN 15"RG 1 (I C:23t17 SPNAt,T
7 I I _ P --P-
1 W c:otoo 1
.15 RCP
.:i U PROPOSED
TEL ' `? 2 EA. 6" GATE VALVE
'? 22133 G.- _ a%Otoo4 1I SP i 1
i ?-Cron}.? 1 TEL CAMA ARE 530 2 EA.6"x6"TEE, DI
T it ?1
root 1 T I I `C ?? P o 92
85 53F " I CAMA AREA I EA. 6"x 4" RE0uC_
)ti0- 1 1
? 15 I EA.4"x2' iEE, PY
I\ \`' 47 ? 1 I 1 781 ?I t I
21t , I I I I EA.4"GATE VALVE
? 53F
9 \\ 1 2or95 1t1T I I I I I EA.2"GATE VALVE
?I\ mcZ1NGO? ' rp 53C I 54 1 EA. FIRE HYDR:,N'
It65 I IN T ' I it891, \ I EA.6"DI PLUG,TA;
T ?
\\0 `I SP I t \\? I EA.2"GATE VALVE'
T I Im 1148
ztlo I l I ? ??R
\ N000, ` IC I t95 I I \?LC?
\ \ ?. - ' 11'1 T Q??Q r
EL
1 \\
1\ ? \ 21611 1 t I? ? ' it ? \ \??j ?
I 53A (t__Z: 3t qt I ;
y ` 1 T q I{ 9g6 `1 1 PROPOSED \\ \
I \
I 2195 Ict 2"PVC,SDR 21,2CO PSI WATER
1,.;,4 L]J?` \
O I I Iq 53A
I I 3t26 ` 1-- 531 O '1 \
1 T I T I
II I 3t73 S P I 1 1
J i 1 gAKER?
11 1 1 I 1602 i ? 11
3t95 I I it PROPOSED
/4t18 I I , I EA. 2" 900SEND,PVC
- - - I I EA.2 "GALV. SLOW-OFF ASSEMLL
T T 4t85=-
6 4 Zt32 t68 `
? ? ? ? ZI
14 m
a 50 T SOA ?r
L a8 a9 T SP 5t06 CAMA AREA
L 381
6t32 1
- R£GINALD
? 5t30 5t85 SP ASBY
GARRETT 11x9
l 52 '
I
l?lar?h ?c? r?;??3
ca NL,

14-
NARRATIVE FOR CAMA AREA
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1
2.
3
4.
5.
6.
.rl
Location (Road number, street name, subdivision, nearest water body)
7 tuiY 'r RrUCI pOral/Eli"'a (Aria
AVICJ ?C7"FJFt'/?
ATi .S? 1-3 51
Po+4?, Ave#-1Ne GnCer'NIUI?
Type of CAMA area:
Creek crossing
Canal crossing
If crossing, dimensions of crossing:
Ditch crossing
_X _Estuarine shoreline area only
Length
Depth
Width
Estimated excavation volume
Dimensions of estuarine shore area disturbance:
Length 4 8 0 ?? Depth_?}' D c ?' s
Width I t?i -!v 3 ?? -?rfa?t11 ,u;4 5 -C4 SiderQsA
Est. excavation volume / 2 U C-Y Est. disturbed area 3 75 5 Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Type of construction equipment to be used:
__X Trencher X Motor grader
Track excavator
Vegetation at site.
D405PJA93
-- -1- ^_r1rr_17t_1-Ak4A_'f MAT-1
Yes X N/A
Yes X N/A
X Backhoe
I
930428
NARRATIVE FOR CAMA AREA
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures:
r-a
Pr b4C?"t????H?
8. Shoreline Stabilization (if creek crossing) r10+ 0PJ,'<,061F
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction L r ?1 -e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes X No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? e
proper+?// 1?'Nf?S Or£
Water line to be on private land? f.o 0 VQ
Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93 2 930428
BEAUFORT-C0-D1ST-m-CAMA-2.PMT;2
NARRATIVE FOR CAMA AREA 14--
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. _.X Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
)AI Mi a m 11,', 11A,-4-e. Jr_
20Z Duv vo"Ch R'oacd
G heSa.C?eu k?.. VA
H a rry G, Woo tier
G en ra. l J78j P V-er`/
kG Wa ! a K,; H ,

Roscoe 1j, Nea4A, jr.
R+,'7 Box 12-3
alas }co1} 1JG 27339
D405PJA93 3 aind2R
i 1 t_J I I Iz1
Y ? L.--J CI
rs9 r-".,, T Im1
Id ?1t68 T L
1?1
1-4d H2T 7 TE
T IDi
2TEL?l ? It22 Imi
I 1 T r.1
ot67? I 1
T
I I 2ot85 1 I
I ( ElAL7 LEN ANI 1 ?15"RCPT
:132 1 I . _w _ys
'
I t92
AYCocx I PROPOSE?
u arc
30 LF 4 DRYSORE WITH 4" STEEL
r I MIN. THICKNESS 0.188 AND ?? PVC
It35 200 PSI WATER LINE
?JONES
I CAMA AREA
T ot9e I 16
F W OR TMIIGTO N
PROVIDE
ot- ENO T I?RIP-RAP/GRAVEL FILTER CHECK DAMS
1 TEL q.:Otooi TEL
,' I SP
4-- 22133 otoo; I I CAMA AREPI 53C
I I
co- T
\1\\' T 47 ? 11 53F I 78
? ? ? 211 as ? 1 I 1
\ y 1 5
? } ZOt95 T I t I
9 \ t
µOZtNG O 010
??\ I (? 53 1 1
\ T I t-4 1 `
?-- \ p T r
I t 65 Cn
0 I L
r , w T 1$ ° 8 1 1
H000? ' fz 1195 ' I
2t611 7L lr ??
1 I I T r 53A
1`x'1
,\ ` 1 I 2t95 I
f 1 T I ` 1Di ID.
3t26 536 ' I
1 II T I
,1 1
BAKER S P 1 1
J I'l I 3173
I I 1602
I '
i c:otooi
?\ I PROPOSED
2 EA. 6" GATE VALVE
?? 1141 1 2 EA. 6'x6"TEE , 01
J i t CAMA AREA
0 92 1 EA. 6"x 4" REOUC_
`
1 11 I I 15 1 EA. 4`x2"TEE, PV
3F i EA. 4`* GATE VALVE
I
I EA, 2" GATE VALVE
54 1 EA. FIRE HYORAN7
It89, ` ? 1 EA.6"DI PLUGJT;
I EA.2"GATE VA L'-/ E
4
t I TE\??F'?\
3t
986 PROPOSED \ \ \
t 2"PVC,SOR21,2COPSI WATER LAJt' \
53A
J 1 1 / s-- 3t95 1 1
`1 ? r?? ? ??4t18 1 t
>>

l
6t32
a
48 49
T
0t32
7
c t68
50 T
Vos50A
T SP
381
?130
GARRETT
4t95 =-
la
CAMA AREA
REGINALD
StsS SP ASSY
11a9
52
1
i
?I
A
7I
Z,
\11,
m?
?r
1
1
PROPOSED
I EA.2'=-0°3END,PVC
I EA.2"GALV. SLOW-OFF ASSEMEL
Morf.h I `I 3
S«1 (e . 1 '_ ?cc.

NARRATIVE FOR CAMA AREA 15
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1.
2.
3.
4
5
Location (Road number, street name, subdivision, nearest water body)
Riyerkoa k nriye- (Q Jokes P)U., Roach (5R1S5/ f)(1)
Petrall,e]II'll ccu?!Li t +0 Pa ."l `co RiveY`
I -j
Type of CAMA area:
Creek crossing
Canal crossing
If crossing, dimensions of crossing:
Length
Ditch crossing
__Estuarine shoreline area only
_.Y
Depth
Width
Estimated excavation volume
Dimensions of estuarine shore area disturbance:
Length O D ?t Depth
Width -h'encl, w?-1 ?+ S,`clPc4s?
Est. excavation volume D G`( Est. disturbed area 1 7 O SY
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes k N/A
Type of construction equipment to be used:
X Trencher ___X Motor grader Backhoe
Track excavator
6. Vegetation at site.
D405PJA93
1
n.f AAnO
NARRATIVE FOR CAMA AREA _15
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: Sow ?'PIa aria ss Seed 8. Shoreline Stabilization (if creek crossing) Sic-,'cap, n o-? 0nJA r4 h1E1
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction No V1 e
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes )C No
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? No
Water line to be on private land? Ve S
Easement obtained Copy of easement attached
XSeeking easement at this time
D405PJA93 2 930428
?............... -- -.- m n ... a ^1 10\RT.1

NARRATIVE FOR CAMA AREA 15
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. -1-Property owners names (for estuarine shoreline site) r
Riparian owners names (for public trust waters crossing)
Louis A Noufew
Rosa pond Van Hou+er.
P. 01 Box &7151
Keystone, GD -304.35
D405PJA93 '
BEAUFORT-C0-DIST-III-CAMA-2.PMT;2 930428
j I L? U iCl arcoclc I PROPOSED
30 LF 4"DRY BORE WITH 4" STEEL
I' T MIN. THICKNESS 0.188' AND 21' PVC
t89 I r m
1-d It 33
It68 T ?I16 JONES I 200 PSI WATER LINE
TEL
? 11,27 I
? CAMA AREA
T Inl T I
2TELr 1 ? It22 -il Ot98 S
I I Iml ? WORTHIJGTON
T PROVIDE
[:] Ot67
I I T 1 24tOT I RIP-RAP/GRAVEL FILTER CHECK DAMS
A ALT
.1 I I ?OLLEN I I 323tl ESPHO
WAN I 15 "RCP ? -.--P.
132 I i W s?. + I (L:OtOO i
,15 RCP PROPOSED
_ TEL
' -C 1 TEL i`otoo; 11 I 2 EA. 6?? GATE VALVE
(L.22; CAMA ARE SID 2 EA. 6"x 6"TEE , D I
T 1 1 I ? i' CAMA AREA I EA. 6"x 4" REDUC:
joo- 14 09 1! T 1 i s p
1 I\;\' 47 1 1 53F I T81 1 1 15 1 EA.4x2"TEE, PV
21,85 ` 1 I 1 ' , 1 EA. 4 GATE VALVE
\ 201195 T I I 11 53F I EA.2"GATE VALVE
9 \ ItIT ? I
I
MOZINGO 1p 53C 1 54 t1 \ EA. FIRE HYDRAN'
-- ?\\a It65 I h T 1t 91, \ l EA.6"D1 PLUG,TA?
1tA
n sP 1 EA.2"GATE VALVE
w T 1 I< 1149 I I ' \
I T TE\4? t' \
1 \?\? 2t6i 1?
11 I \
`O 53A ` sP 3
T t ` PROPOSED \
1 1 2195 i? 1 1 I 2"PVC,SDR 21,200 PSI WATER LNG` \
0? \ I 3126 1? 538 1pI 53A
1 \
1 ?1
III T I? T i `
,1 I 31173 ? ? S P 11 1
1 BAKER I 1 1602
J I I /U_ 31195 PROPOSED
' - 1
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NARRATIVE FOR CAMA AREA I ( o
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
Jake k Ba„ Rood 24. f'- t`o Sf2 13 ?_
oc?-oS` l?r lci? -tom PawIkco R)VPY-
2. Type of CAMA area:
Creek crossing
__/ crossing
'K
Canal crossing
3. If crossing, dimensions of crossing:
Length AJ/A
-Estuarine shoreline y-
-5 ee Type C..
Depth CAMA C rein ra Lel-ci; I
Width N//1
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length 110- -(-f Depth 4 Z fa 70
Width I /? icy 3 f+ -1reF, rG, iA) 4t, 60 f4 dr
Est. excavation volume u o C• Est. disturbed area # 0 5Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
X Trencher Y Motor grader
Yes. Y N/A
X Yes N/A
X_Backhoe
Track excavator
6. Vegetation at site. (J (a k << - a s s
D405PJA93
-- - --- _ . _ _--- --- ... , . ... 930428
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NARRATIVE FOR CAMA AREA /_
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: C'1???
8. Shoreline Stabilization (if creek crossing) _;,Pc-i o.+ rno4- app % ?G l le
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction Mo I'l F
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? _-)K-Ye No
NCDOT Encroachment X NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way?
Water line to be on private land?
Easement obtained
Copy of easement attached
Seeking easement at this time
D405PJA93 2
930428
NARRATIVE FOR CAMA AREA I &
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
Pnher-fi Wbj-Ie,4, J1, _ M; I +on L. Ira Yk Pr
9+, 710 box '74 He,le?', Pd rker-
Wus?,;,tea N6, 27289 104 ?. Mo;., S+-.
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NARRATIVE FOR CAMA AREA /7
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, /nearest water body)
Matt - n- Wert- n,-I've r?eUr Pa+rf j- rood
f a'a Ile i/ riA. -I-t> I Gtn /ic0 P0, V &P-
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing _?i-Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length 3 5 U f Depth 4? ' h
Width ] Y2 1 f -??-ttoC ?? LV a ?t j ?t St C?rt v ?•4
Est. excavation volume 7C) s) Est. disturbed area 2-5 v _S' r--
Crossing in road shoulder above culvert? Yes X N/A
Crossing in road shoulder beneath culvert? Yes X N/A
5. Type of construction equipment to be used:
X Trencher X Motor grader X Backhoe
Track excavator
6. Vegetation at site. _ t t -d - S
D40SPIA93 i
- - - - -- - - - - - - 930428

NARRATIVE FOR CAMA AREA 17
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures:
russ Seed ez-fl tr
8. Shoreline Stabilization (if creek crossing) 5,F-C +iQt1 0o-f- .! PP kr r, b l e
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water IeveI
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction Mokle
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes XNo
NCDOT Encroachment NCDOT Encroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? Ye s
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93
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930428
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NARRATIVE FOR CAMA AREA 17
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. -)(_Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
' Roane sr- w er
("clup"6id . Mn
r.?'1'_S'r"Qr1C? ?n?1Vi?a JOrIfS
(??-?erl?j I ? l G' /?C
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NARRATIVE FOR CAMA AREA 1'9
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
MP) - O- War Dri ti'e' 61Far SR 13'?.4•\ i dc'? C's , Ggna I
-ft' Pei ". 11'C. o P-1 fi y e r-
2. Type of CAMA area:
Creek crossing Ditch crossing
X_Canal crossing . X Estuarine shoreline j.
3. If crossing, dimensions of crossing: See ' T y pa 13
Length Depth CAMA C rn5s?`nu be tQ
Width N/A
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length ___2 50 f? Depth_
Width
Est. excavation volume 90 6 Y Est. dist
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
X Trencher X Motor grader
?: v i „ -!e 24,-,-,
t.oi4A 5 % r{e•eas4
urbed area R O ?.'/
X Yes N/A
__N/A
Yes V
k Backhoe
Track excavator
6. Vegetation at site. a
D40SPIA93

NARRATIVE FOR CAMA AREA f_
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: S; I + Teoce beIt-veer, 4reY7c/1 - ur../ e-r. : l
Inc- fiyulw I\t'o iUi,s'fc1/1/e F; h-,i,
50491 a ?!' ' Q F'P. '7 I Y,
8. Shoreline Stabilization (if creek crossing) ee ?1,0ri A,? f
Estimated shoreline erosion during preceeding 12 months
9.
10.
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
Name of planning jurisdiction AJor,C-
Certificate of zoning compliance obtained?
Yes
No
Water line to be within NCDOT right-of-way?
Yes
_'K-No
NCDOT Encroachment
obtained
11.
NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? Ye s
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time

NARRATIVE FOR CAMA AREA I ?
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
X Riparian owners names
W.- I'i o bn L. n '/jeu I
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NARRATIVE FOR CAMA AREA 19
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
9R/32-4 Q f- E?1 r u/rC <' to
near ea Ala [ 4_n •1" lol 17 IiCQ A"i ti e6_
2. Type of CAMA area:
Creek crossing X Ditch crossing
Canal crossing __,X_Estuarine shoreline
3. If crossing, dimensions of crossing:
See. T pe 13
Length WA Depth c-A M ?.r o,s; ria ter
Width 1f4
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length 2 w o ff Depth 36 +t> q cl,
Width ?_ -h, 3 -F+ --trench tN 41, G fi- r+de «_. F
Est. excavation volume '70 6 Y Est. disturbed area •' 50 S Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
5. Type of construction equipment to be used:
X Trencher _ Y Motor grader
Track excavator
__ _Yes -. N/A
Y
Yes _.X_N/A
__.Z._Backhoe
6. Vegetation at site. LJ12 ? a j,, d •-u
r%AACDf A01 1

NARRATIVE FOR CAMA AREA I9
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: Sill Leu c e C_ rt ea a r ? ? -?? t l L4."t.' ri r
?1 ?FtC ?, C?r?ll f'S-'G 1'r'r?? l1Ja ff'o Ts 4zr11 rr'r? I ua 164 r4luel
-(,I Ier- r lie k c &ti, e4ijz/I1 SpwJ'r?q 9raSS C,,.,6.d e,lf{i-
I7uckF,11,`
8. Shoreline Stabilization (if creek crossing) goof eV1Pt%«.*b1F
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9.
10.
Name of planning jurisdiction /U G h -0
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
Yes No
NCDOT Encroachment
obtained
11
NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? 00
Water line to be on private land?
00
NIA Easement obtained
N/1- Copy of easement attached
__EA Seeking easement at this time

run4MVsoa
2
NARRATIVE FOR CAMA AREA I
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
X Riparian owners names-ancqmblic trust
tam
IAl i ??fa rn L. O 'IVPo
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Wa d);orj+ors. NC. 27881
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D405PJA93
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+• J, Box 1 i

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f. of spoil disposal area
N/A
X. Location of spoil disposal area N/A
It. Do you claim title to the disposal area? No
If not, attach a letter granting permission from the
c. Shoreline erosion during preceding 12 months, in
feet See narratives
d. Type of bulkhead material N/A
e. Amount of fill, in cubic yards, to be placed below
mean high water See narratives
f. Type offillmaterial Class 1 Rip Rap
L
ocaner t a ran dis osa area
??lewit°en e4cgwfieregi{. • as
excavate d.
Will a dispb area availablleYbrdtaureK
maintenance? N/A
Ifso,where? 8 ADDITIONAL INFORMATION
j. Does the disposal area include any marshland,
swamps, or water areas?
N/A
k. Will the fill material be placed below mean high
waterg Rip rap on shores of creek cry
In addition to the completed application form, the follow-
ing items must be submitted:
A copy of the deed (with state application only) or other
3ssings instrument under which the applicant claims title to the
affected property. If the applicant is not claiming to be
L Amount of fill in cubic yards N/A the owner of said property. then forward a copy of the
m. Type of fill material N/A deed or other instrument under which the owner claims
title, plus written permission from the owner to carry out
n. N/A
Source of fill material the projea
o. Will fill material be placed on marsh or other
An accurate work plat (including plan view and cross
wetlands? N/A sectional drawings) drawn to scale in black ink on an 8
p. Dimensions of the wetland to be filled 1/2 x 11 white paper. (Refer to Coastal Resources
Commission Rule 77.0203 for a detailed description.)
q. How will excavated or fill material be kept on site please note that original drawings are preferred and
and erosion controlled?
Except for creek crossings, excavated
only high quality copies will be accepted. Blue-line
material will be placed back in trench prints or other larger plats are acceptable only if 18 high
after water line is installed. Check dams quality copies are provided by applicant. (Contact the
rip rap, and silt fences shall be used. U.S. Army Corps of Engineers regarding that agency's
r. What type of construction equipment will be used use of larger drawings.) A site or location map is a part
(for example, dragline, backhoe, or hydraulic of plat requirements and it must be sufficiently detailed
dredge)? See narrative to guide agency personnel unfamiliar with the area to the
site. Include county road (SR) numbers, landmarks, and
s. Will wetlands be crossed in transporting equipment the like.
to project site? No If yes, explain steps that will
be taken to lessen environmental impacts. A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit comments
7 SHORELINE STABILIZATION on the proposed project to the Division of Coastal

- Management and should be advised by the applicant of

a. See arratives for
?
Lengthofbulkheadorriprap cree C crossings. thatopportunity.
No ulkheads to be constructed.
b. Average distance waterward of mean high water or
normal Water level See narratives of
creek crossings.
i
3/91
N
Addr
Name
Address
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
A check for $250 made payable to the Department of
Environment, Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S.113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
Any permit issued in response to this application will
allow only the development described in the application.
The project will be subject to conditions and restrictions
contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further certify that I am authorized to grant, and do in
fact, grant permission to representatives of state and
federal review agencies to enter on the aforementioned
lands in connection with evaluating information related
to this permit application and follow-up monitoring of
project.
This is 30thday of April 119 93.
ZZ?
,!?Zzv, -
Landowner or Authorized agent
Granville Lilley, Chairman
Beaufort County Water
District III - Long Acre East
3/91
DIVISION OF COASTAL MANAGEMENT RECEIVED
IL FIELD INVESTIGATION REPORT 4 193
1. APPLICANT'S NAME Beaufort County Water (Long ARCreU? ,TQRR? PARCH
2. LOCATION OF PROJECT SITE Beaufort County, Long Acre Township
PHOTO INDX: 1989: 264-2-264-10 1984: 73-577-73-582
STATE PLANE COORDINATES: X: 2,598,200 Y: 640-800
Blounts Bay
3. INVESTIGATION TYPE: DREDGE & FILL CAMA X
4. INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 5-10-93
(B) WAS APPLICANT PRESENT No
5. PROCESSING PROCEDURE: APPLICATION RECEIVED 11 May 1993
OFFICE Washington
6. SITE DESCRIPTION:
(A) LOCAL LAND USE PLAN Beaufort County
LAND CLASSIFICATION FROM LUP Varies
(B) AEC(S) INVOLVED: OCEAN HAZARD ESTUARINE SHORELINE___X_
COASTAL WETLANDS PUBLIC TRUST WATERS X
ESTUARINE WATERS OTHER
(C) WATER DEPENDENT: YES NO X
(D) INTENDED USE: PUBLIC X PRIVATE CONMMCIAL
(E) TYPE OF WASTE WATER TREATMENT: EXISTING N/A
PLANNED NIA
(F) TYPE OF STRUCTURES: EXISTING Individual wells
PLANNED Central water system
(G) ESTIMATED ANNUAL RATE OF EROSION N/A SOURCE N/A
7. HABITAT DESCRIPTION:
AREA
(A) VEGETATED WETLANDS DREDGED FILLED OTHER
Pickerelweed ±480 sq. ft.
(B) NON-VEGETATED WE'T'LANDS:
(C) O'TEIER:
Pipe installation throuqhout ±47 acres
project within AEC
(D) TOTAL AREA DISTURBED: ±480 so. ft. ±47 acres
(E)- PRIMARY NURSERY AREA: YES NO X
(F) WATER CLASSIFICATION: N/A OPEN: YES NO X
8. PROJECT SUMMARY: The applicant is ol?i?l to inctall eater lines
throughout Long Acre Township in Reaufart Count

Beaufort County Water District III
Long Acre East
Beaufort County
Environmental Setting
The project is located within sections of Lono Acre Township in Beaufort County.
The specific sites are as follows:
Site No. 1
Upper Goose Creek. SR 1334 - At this location is a natural creek which is
a tributary to the Pamlico River. At the site is a ±53' long NC DOT
bridge. The creek has a width of ±23' and a depth of ±4'. Upland
vegetation extends to the normal water line of the creek. Very little if
any wetland vegetation is present.
Site No. 2
Broad Creek, NC 32 - At this location is a natural creek which is a
tributary to the Pamlico River. At the site is a ±170.8' long NC DOT
bridge. The creek has a width of ±1051 and a depth of ±10.5' at normal
water. An area of wetlands (±40' in width) is located adjacent to the
creek at the northern end of the bridge. The area is vegetated with
pickerelweed. No coastal wetlands (marsh) is present. The southern
shoreline of the creek is vegetated with various upland vines.
Site No. 3
Broad Creek, SR 1326 - At this location is a channelized portion of the
creek that is described as Site No. 2. Site No. 3 is upstream of Site No.
2. At this site is a 137.4' long NC Dot bridge. The channelized creek
has a width of ±50' and a depth of 4.5' at normal water. No wetlands are
located at the site. Highground vegetated with various upland vines is
adjacent to both sides of the creek.
Site No. 4
SR 1319, Entrance to summer Haven Subdivision - This site is located
within a residential area adjacent to a manmade canal which connects to
the Pamlico River. The area is vegetated with upland grasses.
Site No. 5
Private road within Summer Haven Subdivision - This site is located within
a residential area adjacent to a manmade canal which connects to the
Pamlico River. The area is vegetated with upland grasses.

Beaufort County Water District III
Long Acre East
Beaufort County
Page 2
Site No. 6
Private road (Ridgewood Lane, Bay Street, Harbour Drive) within Ridgewood
Subdivision - This site is located within a residential area adjacent to
a boatharbor which connects to the Pamlico River. The area is vegetated
with upland grasses.
Site No. 7
SR 1320, Entrance to Shady Banks Subdivision - This site leads to a
residential area adjacent to a manmade canal which connects to the Pamlico
River. The area is vegetated with upland grasses.
Site No. 8
SR 1323, Within Sunnyside Subdivision near Swanpoint - This site is
located within a residential area adjacent to a manmade canal which
connects to the Pamlico River. The project area is vegetated within
upland grasses, however, adjacent wetland vegetation is present.
Site No. 9
Dirt lane off of SR 1323 within Sunnyside Subdivision - This site is
located within a residential area adjacent to a manmade canal which
connects to the Pamlico River. The area is vegetated with upland grasses.
Site No. 10
Private road off of SR 1351 at Swanpoint - This site is located within a
residential area at the east end of a manmade canal which connects to the
Pamlico River. The area is vegetated with upland grasses.
Site No. it
Private road off of SR 1351 at Swanpoint - This site is a continuation of
Site No. 10. The project area again within a residential subdivision
between a manmade canal which connects to the Pamlico River and the river
itself. The area is vegetated with upland grasses.
! Site No. 12
Private road off of SR 1351 at Swanpoint (Duckview Drive) - This site is
located within a residential area adjacent to a manmade canal. which
connects to the Pamlico River. The area is vegetated with upland grasses.
Beaufort County Water District III
Long Acre East
Beaufort County
Page 3
Site No. 13
Private road off of SR 1351 at Swanpoint (Farmville Avenue) - This site is
located within a residential area at the west end of a manmade canal which
connects to the Pamlico River. The area is vegetated with upland grasses.
Site No. 14
Private road off of SR 1351 at Swanpoint - This site is located within a
residential area on the west side of a manmade canal which connects to the
Pamlico River. The area is vegetated with upland grasses.
Site No. 15
River Walk Drive at end of SR 1351 - This site is on the opposite side of
the canal that was discussed as Site No. 14. This project area leads to
a residential subdivision. The area is vegetated with upland grasses.
Site No. 16
At end of SR 1351 - This site is at the north end of the manmade canal
that was discussed at Sites No. 14 and No. 15. Again, this project area
leads to a residential subdivision. The area is vegetated with upland
grasses.
Site No. 17
Man-O-War Drive off of SR 1324 near Broad Creek - The project area is
between a manmade canal which connects to Pamlico River and the Pamlico
River itself. The project site is a residential area which is vegetated
with upland grasses.
Site No. 18
Man-O-War Drive adjacent to SR 1324 near Broad Creek - This site is a
private road which leads to a residential area. The site is at the west
end of a manmade canal which connects to the Pamlico River. The area is
vegetated with upland grasses.
+ Site No. 19
SR 1324 at entrance to Man-O-War Drive - This site is located on the north
side of a manmade canal which connects to the Pamlico River. The area is
vegetated with upland grasses.

Beaufort County Water District III
Long Acre East
Beaufort County
Page 4
Project Proposal
The applicant is proposing the following at each site:
Site No. 1
Cross upper Goose Creek with a 6" ductile iron pipe. The crossing will
have a width of ±23' and the pipe will be placed 4' below the existing
creek bottom. A ±10' wide trench will be excavated with a track excavator
and all spoils will be placed on highground. Riprap will be placed on
each side of the creek where the pipe enters the water.
Site No. 2
Cross Broad Creek with a 10" ductile iron pipe. The crossing will have a
width of ±105' of water area and ±40' of wetlands. The pipe will be
placed ±4' below the creek bottom. A ±10' to ±15' wide trench will be
excavated with a track excavator and all spoils will be placed on
highground. Riprap will be placed on each side of the creek where the
pipe enters the wetlands and the water.
Site No. 3
Cross the channelized portion of Broad Creek with a 4" ductile iron pipe.
The crossing will have a width of ±50' and the pipe will be placed 4'
below the creek bottom. A 10' to 15' wide trench will be excavated with
a track excavator, and all spoils are to be placed on highground. Riprap
will be placed on each side of the creek where the pipe enters the water.
Site No. 4
Estuarine Shoreline Site - A 6" PVC pipe will be placed through 160' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 5
Estuarine Shoreline Site - A 4" PVC pipe will be placed through 110' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Beaufort County Water District III
Long Acre East
Beaufort County
Page 5
Site No. 6
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 900' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 7
Estuarine Shoreline Site - A 6" PVC pipe will be placed through 190' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±4'. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 8
Estuarine Shoreline Site - A 4" PVC pipe will be placed through 160' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 9
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 30' of
estuarine shoreline. A 116" wide trench will be excavated to a depth of
±41. Excavated material will be side cast on highground then redeposited
within the trench once the pipe is in place.
Site No. 10
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 160' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. it
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 580' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.

Beaufort County Water District III
Long Acre East
Beaufort County
Page 6
Site No. 12
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 60' of
estuarine shoreline. A 116" wide trench will be excavated to a depth of
±41. Excavated materials will be side cast on highground then redeposited
within the trench once the pipe is in place.
Site No. 13
Estuarine Shoreline Site - A 3" PVC pipe will be placed through 180' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 14
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 480' of
estuarine shoreline. A 116" trench will be excavated to a depth of ±41.
Excavated materials will be side cast on highground then redeposited
within the trench once the pipe is in place.
Site No. 15
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 300' of
estuarine shoreline. A 116" trench will b excavated to a depth of ±4'.
Excavated materials will be side cast on highground then redeposited
within the trench once the pipe is in place.
Site No. 16
Estuarine Shoreline Site - A 2" PVC pipe will be placed through 110' of
estuarine shoreline. A 116" wide trench will be excavated within the
existing road shoulder to a depth of ±41. Excavated materials will be
side cast on highground then redeposited within the trench once the pipe
is in place.
Site No. 17
Estuarine Shoreline Site - A unknown size of PVC pipe will be placed
through 350' of estuarine shoreline. A 116" wide trench will be excavated
to a depth of ±41. Excavated materials will be side cast on highground
then redeposited within the trench once the pipe is in place.
? f
a
Beaufort County Water District III
Long Acre Fast
Beaufort County
Page 8
Site No. 5
±176 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 6
±1,440 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 7
±304 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 8
±256 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 9
±48 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 10
±256 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 11
±928 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 12
±96 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.

f
Beaufort County Water District III
Long Acre East
Beaufort County
Page 9
Site No. 13
±288 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 14
±768 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 15
±480 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 16
±176 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 17
±560 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 18
±560 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
Site No. 19
±448 sq. ft. of highground will be excavated. The trench will be
backfilled and stabilized to avoid off site erosion.
David L. Gossett - Washington Regional Office - 26 May 1993

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vpril 23, 1993
van-port 7 -v Vana?;ar
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?..> `ain ti on, 17C 272,9
S ubiec Beauj, ort Ci'3', n,'Cy :'.'aver D.S.+Ctz'1d : III
1jong Acre Last
Dear Mr. Davenport:
he
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Sincerely,
cc: T .d Lure-hl . sq, City 147a 1 Jer
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FENCE -S!LT FENCE
GRAVEL F?LTE,!-i
CHECK C,A%!5
C ^UN i LEVEL-? 77 /-Z
135 MIN.
ODD
?--' C"MIN. ??L
,'.'.A!N TO BE CENTERED OVER ;i
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?!FE JOINT SHALL E3E 11-4 STA L. LED
c*v-f7 i DRMN.
P vr:D
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TYPE A CAMA CROSSING
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STEEL CASING
SILT FENCE
'IP- r. >)1Gn,VvL
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GROUND LEVEL
2*1" M I N.

10 LF MIN. STEEL CASING INCLUDED
NY UNIT PRICE OF PIPE.
STEEL CASING TO BE CENTERED
OVER DRAIN.
NO PIPE JOINT SHALL BE INSTALLED
[',,'SIDE CASING.
TRANSITION TO 357 COVER Y,'ITHIN 50'
ON EACH SIDE OF STORM SEWER.
EXIST'liNG STORM
-. SE ER D.-LAIN
PiPE JOi,VIT

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PIPE JOINT SHALL SE liNSTAL LED ? f \\ E,i::,TING STORM
UNDER DRAIN.
24 7,4.
PIPE JOINT-1 1 I ;;IPE J!%T
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L(dC ACRE ;AST
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Location C-Road nur,ber, street n,.,-ie, s; l; :vision, nearest water ody)
SR 13-34 ci C ro S 5 i? n Y Go ,I e C f e eI<
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Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing Estuarine shoralire a.-3a or.iy
3. Ii crossing, dimensions of crossing:
?'?_' T)vpth Siee. c ro s S ?c ` ?y _! '? _ ._
Length
4
5.
Width 1() 4- f

Estimated excavation volume
/
R'. ?) I Ct N CS I'V el t C
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Dimensions of estuarine shore area disturbance. `J L ?^i ?• ?' li C ! Cj 1r, j 1, L L. `
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Length / 50 ?'k Depth P, CI-Os S i r '.<; r
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Width I %2 14 f-o 4- 41 (A)ide ±r!f-,c A ?/jA (0
Est. excavation volume /GO (Y -Est. disturbed area 130 C.'1
Crossing in road shoulder above culvert? Yes NIA
Crossing in road shoulder beneath culvert? Yes _ , NIIA
Type of construction eouipmert to be used:
Trencher Motor grader
5
>C Wrack excavator
Vegetation at site.
Eac'Zhoe
I' o5^?A93 1
x DIIQTRI CT III -
1 %i?a' fiC '.E EAST
7. :stabilization measures: n r?
horeline Stabilization (if creek crosshng)
Estimated shoreline erosion during preceeding 12 morths ? PS s
?..
Length of Rip-Rap (along shore) L5 _rF??P ? C-c! r L,
Average distance waterward of rip rap to normal waver lei=el Z Le et
--.-____--
sI?mount of fill to be plac,d below mean high viater 7
l? ra p
Type of fill material C / a s s
flame of planning jurisdiction. ".e Certificate of zoning con=nliance obtained? Yes _.__._....._ ' ?
i Water lime to be within NCDOT right-of-way? ? Yes
-1 "DOT Encroachment
cvtained r +ic;ion 'P :..
11. lWater line to be within non-DOT public right-of jia ? 00 _
Water line to be on private land? Mo _
Easement obtained Copy of easeii ent
r?J S eking easement at this ti n,
T: T5;IA93 2
In A
A I 1111 -
LO-,7!J', ACRE EAST
12. Property owners names (for estuari; p short, site)
?X_Riparian owners names (for y_l.blic trust waters crossing)
S+a4e Iv?YTji C:2" Il .Jacl- f ?`onc°S
?J ..C/,?rsQ ?or7?S
R uje Jy ,, Al(:
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1. L,oc Lion (Road number, str z.;c1 s an,, .?, sub;llylsion, nearest wat,r
Mc 3Z Gros:>;n? c ro ?r?e
2, Type of CAMA area:
??Creek crossing Ditch crossing
Canal crossing Estuarine si ore:.W as r-`y
3. If crossing, dimensions of crosshag:
Length ( ZD T4 Depth- -et- -0_u
'Width. / 4r, m-
Estimated excavation volume 14-D G'>/

4. Dimensio ns of estuarine shore area disturbance:
Length I3epth 4-Cn r j,1
"?
,Vidth
_Z_?

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Est. excavation volume -2 c'?_Est. disturbed area 'T & U SL
Crossing in road shoulder above culvert? Yes X NIA
Crossing in road shoulder beneath culvert? eYes 'c fit /A
5. Type of construction equipment to be used:
Trencher Motor grader Back-hoe
?_'i,rack excavator
6. Vegetation at site.
5 n.. f' ._.' 4._..... ,.
_?_ L23L '?C'?S u S Yl N S c v? Cl rc? r i b le on
r•tcs` ise `71,A1?oul arra }dear y??r _.__--°
U..•. 41 A
T, I(,i PTA (3 I
f +
I.'a 4 CJ riC L3 " E l ST
9 ?-crn or-, Cre, l
%Yn
?. .`itabia lizatio
?praSS See, L1z ?Y % y1._ r,+
i70relne Stabilization (if creak- CtQSsli?g?
.f ?
Estimated shoreline erosion during preceeding 12 montlh!i L-_='s_s
Length of Rip-leap (!long shore)__l - `ee C-a 4 , r I-
--Average distance viaterward of rip rap to normal wa 4.r level:
V
Amount of fill to be placed below r e : high water ?w>.??G,
Type of fall material
?. Narne of planning jurisdiction NO ki.P=-
Certificate of zoning compliance obtai, ed? Yes
1 N-Vater line to be within NCDOT right-of-way'? Yes
NC-DOT Encroach-i-nent
-bta med Z?JiAlicaticf, 5.14.."! '4 -71
11. Water line to bs within non-DOT
Y`'ate> lane to be on private lwid?
_ pJiF,-,Ament obtain-,d%Cor.,y of eases e;,t
_???eelldng easement 6.` t'_. is V.-Me
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2
LG IN i A CI ' E AS
1.2. property oviners narnes (nor estuarine shoreline site)
,
X Riparian osr ne>s nam, es C,--or public _nist waters crossir.
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. Location (old numb lr, st%'v3t Z arrie.•, subdivision, nca.rest water body )
C, k- It 2- S T3.rce?
:?. Type of LAMA area:
Cree!< crossing, Ditch eressiRg
Canal crossii; Estuarine shor, D e ?lea on'-y
If crossin;, dimensions of crossing:
Length 50 L Depth?e r'l o5r??C>!_?f.._
Width 10 4 c 1 ?? 5
EstimAl,ed excavation volume ro 0 C ,?
r? c7 ?? c f VV' r'( ?' f' ?'
DftnensiorFs of estuarine shore area dist?irb???c
Length I S o 1't Depth 5 eP C ress; ?? a ,-?a ??
Width 1 J2 !v 3 ;t tide u, nC w;
Est. excavation volume In D C Y Est. c : Curbed area 1 70 Sy Crossing in road shoulder above culveF-t?

Crossing in road shoulder beneath culvert?
. Type of construction equipment ?o be us-,,-i:
_ Y Trencher
Y Track excavator
X ?rotor grader
Yes X NIA
Yes X NIA s
X uackrce
?lc?v.?ton at sr:e l ?? I n ,? f{ crass
i
P. .. i i s CT TL -
_ ! L ' r L? C
cr e e--
1Y
6?0 L;r+C?fr' C t IC -
IBS

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Shoreline St:,,bilizr'tIon (if creek crossing)
c
I?stimatvd shoreline Erosionurir.•g precee'ing 12 =_-non `is Le, ?s F
Length of Rip- ap (along .,hore) C,-t
Average distance Evaterward of rip rap to normal hater is:;vel L-&d
Amount of fill to be placed below mean high vat r_._. % 0 G'r -
Type of fill material
of planning jurisdiction oh e
1 Gc'.w :i^a compiii nca obtained?
s`,';._er lii:>e to be wit-hin NCDOT right-of-way?
Yc-S __No
Yes
NCDO T Ercroacl:i tint
obtained
_NC UT
application zi-plia 1'3r
?ltF vt uy?_.h
+n ii. e to be within non-DOT p : bl'ic rig
on p r i v to tan ?
t l I? ?Ernv It obtained
,, o
Ar ^ _f 7y cf e- rser:per>t a'{acF*?,
a:: this titre
i'°M? .,. '.:.'alit, e?o•

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Property owners names (for estuarina shoreline site.)
Riparian owners n-,-nes (nor public mist waters cross -. )
y'l/ u ? ? i ?a q ror . ?
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20'
ASPH.
D1119
PROPOSED 2"PVC,SOR21,200 PSI WATER LINE
5`MIN. FROM EDGE OF ASPHALT ROAD
Ii? 3?2"
ELEC.
HUGH
Sp HODGE
133 G
1 i 1 I 16' P ItO4
ASPHALT S EDY
-1 W
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SSPH. NN
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15" RCP GRAIN .-
W 25164
CAMA AREA 36'.24'CMP DRAIN
_ r.5's G/c
O PROVIDE
RIP-RAP/GRAVEL FILTER
CHECK DAMS
PROPOSED
28LF 8"DRYBORE WITH 8"STEEL CASlNG,St1N. THICKNESS 0.188=OSED o pVC,SDR2!,200PS! WATER LINE AND 4"PVC,SDR21,200PS1 WATER LINE
IN. FROM EDGE OF ASPHALT ROAD I EA. 6"GATE VALVE 8 BOX
I EA. 6`x4"TEE,DI
I EA. 4" 900 SEND, PVC
`STEEL CASING, MIN. THICKNESS 0.188" 2 EA. 4".450SEND,PVC
SI WATER LINE I EA.6"DI PLUG,TAPPED 2"
I EA. 2"-900SEND,PVC
2`1EA. 2" GATE VALVE a BOX
%X I EA. 4"GATE VALVE & BOX
)X I EA. 6 z6"TEE, DI
1 EA.6"GATE VALVE & BOX
I EA. FIRE HYDRANT, 41/2"
PROPOSED 2" PVC, SDR 21, 200 PSI WATER L I NE
5` MIN. FROM EDGE OF ASPHALT ROAD
Ma r(- 10, / q 73
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NARRATIVE FOR CAMA AREA
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
S I 19 a nrro x;.nu ??l„ ?_75 -Peef 76rotn Sou Ll tuel
2. Type of CAMA area:
Creek crossing
X -Ditch crossing
Canal crossing
3. If crossing, dimensions of crossing:
Length ti1Fl
___X_Estuarine shoreline afea-ery
See T
re o? G
Depth CAW
Width WA
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length / & (-) -? I- Depth 42_ t o 7o 14, c / {s
Width ! a +0 4- -4 +?-ph c li w , 41, 5 +,n S -G Sid - c a s ?
Est. excavation volume Z 5 GY Est. disturbed area ? ?_ 5 s y
Crossing in road shoulder above culvert? Yes . Y
Crossing in road shoulder beneath culvert? Yes N/A
5. Type of construction equipment to be used:
X Trencher X Motor grader X Backhoe
Track excavator
6. Vegetation at site.
D405PJA93
930428
NARRATIVE FOR CAMA AREA 4-
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: ?ia - ra a ruvP '/tP?- c )eck de,'-' s
it, r-0,?d5,de cl?+clies 50w4,1,7n 4?-ass Seed
?c? c kf-r?• ?? ?'? ?PD?CC? Lcf CrOSSinyi
8. Shoreline Stabilization (if creek crossing) 'SeC 4'01.1 0af aPP 11647Ie
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore}
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction No *I e
Certificate of zoning compliance obtained?
10. Water line to be within NCDOT right-of-way?
NCDOT Encroachment
obtained
11
Yes No
L -Yes No
)?_NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of-way? M o
Water line to be on private land?
^Easement obtained
NIA Copy of easement attached
^JM Seeking easement at this time
D405PJA93 2
NARRATIVE FOR CAMA AREA _ 4-
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
---2-(Riparian owners names
H, H, r, rir»e5
C/o ju m U e j Gri s+- Gri me5
P. Q, Box 1297
wa 5t,; o,j f-o.,, AX 2-7S27
N. \0y4Vr18 k-e" ",-dv
Nao."; KerlmeI!
Rt. 15 , Pao x 27y
?vasl1;n?}d.I, NG 2-f8F9
P; t, G.-,1 Mc PAa i l Leach
9-tt 5 Bo,,c 27I
D405PJA93 3
e
C AMA AREA
1 5AR,
PROPOSED
I EA. 4"X 2"TEE , PVC
I EA.4"PLUG, PVC
I EA.2"GALV. BLOW-OFF ASSEMBLY
Wv
Q
Z
V
It WARNING
UNDERGROUND POWER
10' -
ASPHALT

1364 KEITH STEWART
/DI
RT
'
PATH
LAMONT WHITLEY
F
9125 END OFASPHALT
S P 9108
WINFIELD 1
1263 RT. 3 BOX 278A
Bt5o
22 FRANCES R.
1
9 LARKIN
410 RIVERSIDE
DRIVE
v
W
P 71,78
' S KEITHD HACKNEY
Q 691 P.O.BOX 1268
T
i i
Ir
W
Z
PROPOSED 4"PVC,SDR21,200PSI WATER LINE
5'MIN. FROM EDGE OF ASPHALT ROAD 4" I
I I
TV
ELEC EL EC
CONC.
4144 SP
ROY BROWN 1360
RT. 5 BOX 271
25' R/W
7100
a E. ROSS BOYER
77
RTS BOX 277
n 61,29
I7 6 DOROTHY PASCHA
1709 ROSEWOOD
DRIVE
GREENVILLE, NC
27858
5t50
1?d JAY M.HO0GES,J
P.O. BOX 1405
4t97
SP JOSEPHINE B.
L t550 WINTERS
T? P.O. BOX 1805
4144
1339 ROY C. BROWN
RT.5 BOX 273
31193
2067 ALICE B.HUSS
908 ST ANDREW TREET
TARBORO,NC
Ma rd, I C/ l `r `1 3
Scale s, 1 ICC-/
NARRATIVE FOR CAMA AREA S
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
?riJa?e l oucl di' Scm4AeQ--r,f end 01- 5(ur nnPY Norm
r UI?C?iyr Slb?? W1411iel 75 -F+ P4 CLtria
2. Type of CAMA area:
Creek crossing
Canal crossing
Ditch crossing
X Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length
Depth
Width
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length 1 O f 1 Depth 4-o ir,
Width wr4-1, 1j 7f 5iWee- S+
Est. excavation volume ZS GY Est. disturbed area D Y
Crossing in road shoulder above culvert?
Crossing in road shoulder beneath culvert?
Yes
Yes
A N/A
_?N/A
5. Type of construction equipment to be used:
X Trencher X Motor grader
Track excavator
6
X Backhoe
Vegetation at site. U t a h cI a s s
D405PJA93
930428
NARRATIVE FOR CAMA AREA 5
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
a ter' b« < /? ?(? "9
7. Stabilization measures: So w % a 4 rk S S Seed
8. Shoreline Stabilization (if creek crossing) Sec ffon rV/A
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction Lo o -
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes X No
NCDOT Encroachment NCDOT EJcroachment
obtained application applied for
11. Water line to be within non-DOT public right-of-way? Yes
Water line to be on private land?
Easement obtained Copy of easement attached
X Seeking easement at this time
D405PJA93 2
930428
MV • t tnnDT_!`n_nT4ZT_M-MA)L4A-2_PMTc2
NARRATIVE FOR CAMA AREA 5
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. _X -Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
kei?6? Flar ISne?/
P, U,
via
Frahcie P. Lao- :it-,
410 Riverside Drive
Wash;wg4-fl ? MC ?7?
R A LV i F; f I d
Rt. 5, Bo x 2 7 A
Was lrrn 4-e??, /VG 2,1232
Ke i ? ?, ?-1-P W A r'?
Sun-,?,-,ems (-{uve?,
D405PJA93
LQP"D1,1' W11!?- IeJ
Su6."-er^ I-44ve"
Wash?nra? ?r+ /VC X7889
930428
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NARRATIVE FOR CAMA AREA _y
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
V
4 R;dcigWoof' ,bdiVistoo r1Par 641- harbor conn?rjr'rs
-tv Pc+ ri,1,`co Rivet-,
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing 1( Estuarine shoreline area only
3. If crossing, dimensions of crossing:
Length Depth
Width

Estimated excavation volume
4. Dimensions of estuarine shore area disturbanc e:
Length D o -F+ Depth 4n
Width t/2 ?f wrL1e +"V7c ) %14l, 52-F t Sidecus{

Est. excavation volume 1 `10 GY Est. disturbed area ' 700 SY
Crossing in road shoulder above culvert? Yes __N/A
Crossing in road shoulder beneath culvert? Yes V N/A
5. Type of construction equipment to be used:
--L -Trencher X Motor grader K Backhoe
Track excavator n,Vj???

ar-c5 l'
Yn
t site
ti
V
6. !
.
on a
egeta
D405PJA93 1
930428
NARRATIVE FOR CAMA AREA ( n
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7. Stabilization measures: `iow;.1a Qt-45S seetf acffor 6uc? (;/%t,? ,
8. Shoreline Stabilization (if creek crossing) CPC ++'okl )VIA
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
9. Name of planning jurisdiction NDo,
Certificate of zoning compliance obtained? Yes No
10. Water line to be within NCDOT right-of-way? Yes _X_No
NCDOT Encroachment
obtained
NCDOT Encroachment
application applied for
11. Water line to be within non-DOT public right-of-way? -VPs
Water line to be on private land?
Easement obtained Copy of easement attached
Seeking easement at this time
D405PJA93 2
........ .. . ...? rarer m r- a x,, a _1 UK"-) 930428
NARRATIVE FOR CAMA AREA &
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. _X-Property owners names (for estuarine shoreline site)
Riparian owners names (for public trust waters crossing)
Fs4y4,e o? l?nr?a3 N,
av,d L_indu ?Iy
5a leti by F. F
ssocia4,cs
Wzt c b; .-+.• 4-o r7 . IU C :27'8'8?
,),An nuval
105 HQr?ur Drive
Wa5t,;na-{or-? Ili C, 77?
F9
W; I1 i,am L. 0ea n
105 Harbor Dr;v'e
WaSd.,nA41r, AIC. 77M
_ef.+- i.!r E. Moowe
307- R;c1 yewood Lane
Wd t,;>1a-Fon. MC 27889
f3rv a r? 13? lo-l e
?, O, SoX (003
W a t A Lag -t 'o"I A/C 2 7 8 8 `T
Met 4+tiFw Rau sc A en bac 11
304 R.;c 9e woo j ar,e
VV,sG,; tilC, 2-7 -Z B9
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NARRATIVE FOR CAMA AREA 7
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
7.
8.
9.
10.
Stabilization measures: ?? ?T CA n . , s lu gybed g rPa. 4 rou-d
C1,1uhoel Sow 4V.4(55 Steil Gt?"t!r
Shoreline Stabilization (if creek crossing) Stec 4-lo., 1\//.4
Estimated shoreline erosion during preceeding 12 months
Length of Rip-Rap (along shore)
Average distance waterward of rip rap to normal water level
Amount of fill to be placed below mean high water
Type of fill material
Name of planning jurisdiction /Vo"
Certificate of zoning compliance obtained?
Water line to be within NCDOT right-of-way?
Yes No
)4 Yes No
NCDOT Encroachment
obtained
11.
X NCDOT Encroachment
application applied for
Water line to be within non-DOT public right-of--way? Q
Water line to be on private land?

LVI-A obtained
I' A Copy of easement attached
"JIB Seeking easement at this time
rldfl(Di A C'A 2
4 ?
NARRATIVE FOR CAMA AREA '_
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
12. Property owners names (for estuarine shoreline site)
X Riparian owners names
L ioda K, Roberso-,,)
-Rt 2, Box 11
1/Va 4, i n u -ho n NC 27 8 8 9
\?? k Da f5vn
Rr, Z) So x 47
?/aS???na'??n A)G 2'78$9
D405PJA93
3
V i G k; e C.
2-36 E. Mal„ 51:
VlJas?i? na?-on . NG 27889
Marv Anne C. Lar-fir,
Rt-, zj Box 4-9
vVash?r,alo?? NC. ?_7E89_
930428
t i
LOT
ME W. BLACK / PROPOSED
S, BOX 366
/ 1 EA. 4"x 2"TEE, PVC
I EA. 4"GATE VALVE S BOX
1 EA. 2"GATE VALVE S BOX
1wA7K1N 1 EA. 2"-450 BEND, PVC
C.O. c.D
Sp 306 SUNNYSIDE DRIVE - -
137 1 EA. 27- 900 SEND, PVC
13t95 I EA. 2"GALV. BLOW-OFF ASSEMBLY
GODFREY
Sp 308 SUNNYSIDE DRIVE
164 8
14t78
KARNS
Sp 10 SUNNYSIDE DRIVE 00
159
I6t00 qA
RICHARDSON
15t19 SP 312 SUNNYSIDE DRIVE \
• :•., 21'CONC 410
O
\ 16t14 ?L
-?. 23 CONC. 17t43
? EDDIE KNOT'
SD 14 SUNNYSIDE
a IS DRIVE
19'
ASPHALT
t7t79
•.. 23'CONC. G
19!10
WrRy
SU SU \
CAMA AREA Lo 16 6
7 S p 3NNYSIDE DRIVE
.. ; 20
I.rS"wC t
2-48-CMP 20 t
GRAIN `9k 19t94
3.0'ZG/L EDWARD WATSON
318 SUNNYSIDE DRIVE
SP
19
9
PROVIDE
RIP-RAP/ NORTH S SOUTH SLOPES
\ 21152
OSHED HENRY HODGES
PROPOSED TEL Sp 320SUNNYSIDEDRIVE
4"PVC,SDR 21,200 PSI WATER LINE 21
5` MIN. FROM EDGE OF ASPHALT ROAD A
NIArc4I ii; ieo_3
\ °' Brine ??= ?Oc /
i
• y
NARRATIVE FOR CAMA AREA ??_
BEAUFORT CO WATER DISTRICT III -
LONG ACRE EAST
1. Location (Road number, street name, subdivision, nearest water body)
MC5R 13?'3(??U?,n?s?t?e nr;ye) be4,wjee" 314 grid
31(o Sunnysidc- Drive ucross G401n( ." P-,-J,`c;o River
2. Type of CAMA area:
Creek crossing Ditch crossing
Canal crossing __A-Estuarine shoreline area-*nl3=-
3. If crossing, dimensions of crossing: B
S2? Type
Length N/R Depth G A Nl A G ?-o s s ?? a
Width ?1f
Estimated excavation volume
4. Dimensions of estuarine shore area disturbance:
Length / O Depth 4 ri
Width A E+- -1-re?,c ? S" c Fla.
Est. excavation volume 30 GY Est. disturbed area 120 SY
Crossing in road shoulder above culvert? X Yes N/A
Crossing in road shoulder beneath culvert?
5
Type of construction equipment to be used:
X Trencher Motor grader
Track excavator
6
r
Vegetation at site. 14
Yes ?( N/A
_KBackhoe
D405PJA93
o4Aa9A