20011897 Ver 1_COMPLETE FILE_20011231

a Y
00 n L T N
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~ ~,~~'~1~~' TULLS BAY ~'ROPERTY BOUNDRY N
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- CURRITUCK COUNTY - -
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SITE -C`^ r~"o~10'"rWe'w ~ o.a m ~ ~ 6 ~ ~oc'•
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1!`~ [ MON 32 n 1 ' I act' 5 U v1.Id cc.)t 4y4~ 40.235. st. j~ \ I 9`ersr,~ea ta+ i /y ~ w
PACE ,t 11'aA 3G ~jl / vY \ p O
Hi n 7. cc, b0,421 29 / nlli oc + c
VICINITY MAP - IRIGIOW 40A64. ~9 sfj 41.08. s.{. / +pTe 7/ / w o
0e27 35 sf.
51 X97. 27 7 /
\ 4J 117. ~ / /
- A 361+ 4t A \
„ E a6
~ coM 77. 40,0 6
EN SP E r 117.679 s.t. cc.) ~5 1 sf.
H Gound rb 17,1 (0.39 - I i
a.z /I 40.104. >
36 ,4. At
\LZ 40 1 58,080 I\ I
I ~xr 71 4 / Y
44584. tf. 42 5b2. sf. I 40.0p0. > ~ ' m+ ~ / ~
41 701 f. I
i I 40.016. d. 1 42.312,' 69 _ -I I - 66 40,62 s \ I O 1 23
sJ. 40,055.
40, 000 V
! 40,670. 'J. - II-- .-1 42 n r
J I 40267 aJv { 4Q 26
1
_ 72 I 1 - -I ! 43 f I 1 66 41.677. d- r , 1 I. , 1 I 1
_ 1 40.699. 40 .406 y,f. 2, sf. ' - Q
REAR PROPERTY LINE \ 44 65 1 ~
42 Box ' ' ~ 40,077. I 4 2,50- I I I i
15' DRAINAGE AND UTi1iTr EASEMENT \ 4+~~ L910M - - I ~
64 ROADWAY CENTERLINE 0
25 REAR SETBACK 45 ,I 1 4096. °T \q4 _ F____-_______.______111 \ we a0,357aj RIGHT OF WAY
\ s.l. \LJT LS I 40.136 I ~ EDGE OF ROADWAY v/
1 v 1 4e 63 y.1. q APPROX. WETLAND LIMITS
3p, 4+~~' 40,0 32. 1 ~ d, \ WETLANDS M
75 18 \ ^ ^ EXISTING WATERLINE V
w rYIeICAI. l.Of _ ' 0.7 40.61 Z 40, 026. I "t Aar" °t \ % PROPOSED PVC WATER LINE (SIZE AS NOTED) Q py 3I All PROPOSED 45' BEND WITH REACTION BACKING
s z ~ 1 \ 62
PROPOSED TEE WITH REACTION BACKING 4oou° Ff. I v J+Y H PROPSED GATE VALVE (SIZE AS NOTED) Q Do
]y, Y 1 40 011... 76 It I I / ~.1 PROPOSED 6" HYDRANT ASSEMBLY
h - ~ 199 yl. 00 C W J (I ( Il' PROPOSED 2" POST HYDRANT Qa
9 W W i 61 16 PROPOSED WATER SERVICE e
°z ° i 49 I 40 076 y1. 40.000' EXISTING TREELINE
w ~n ~I }'o 7 yl ' \ DRAINAGE SWALE V
40A41 FLOOD ZONE 15 t - SOIL TYPE LIMITS (APPROXIMATE)
a rc 2 4 o ~ I moo,°, 40.000. s.. / I~
CONTOUR (ELEV. AS LABELED) 1~ IrO
? I -_-20' FRONT SETBACK I a R0 10 a : 41
J L i 76 A w . \ 14 a. 0- 40152.
T - - " \ RES~ ~ 40352a,. U4UN SPS I I 59 N 15• DRAINAGE AND UTILITY EASEMENT HQ919.+' I I
RIGHT OF WAY 0149. 'f (296 A61 _ I j/
125'
EDGE OF PAVEMENT 79 , I I w' r a i - 40.076. 40.255 o ~
, R/W CL X 40,606
EDGE OF PAVEMENT
40 B 9. s f. 1 / - ti G Q
RIGHT OF WAY 80 40.624' FI. 4129+. s ti (?D 0
g79 sf.
LOT r
NOT TO SCALE - 676 s+.. ~ - - - 0
i
40.625 s1 I 5 _ _ _ W 096. sE 10 A0056-
6 4774fi ,f. ~ N p V / Z / Y 8 F ~ I O I I
d ' 41.94' 411,46 > f. r O~ / Z O
1 53 I 9 N "I
4 9 40.46 I I I P 10.624. 40109 al. - - - 0,467 s.f L)
W I I 60 w
a
G 40oa6. 7 40. ~ 1 OP 0. \ ) O
55 40.05' 2 A,
r R yp 1
I ~P t~. • I
0,,no 7 1
~C0IMPPOE 11 1 I
75 OOM SPACE , T
OPEN I 4 rest' t DATE: SCALE
11I 5c~g3j,C) I Lj;A *7/
I~ i -/1 12117101 1 "-200' fr:,o7 ' \ \ atssacv. oro~m
i I / n rr p naM' 0 GRAPHIC SCALE PIH MSe
WAG- r zao o loo zoo aoo aoo SHEET:
I U1 o, 5
p ( FEET) E TO4O0U1
1 inch h = 200 ft. PROJECT N0:
3804
_

0 h A O r-
-err\e ~ \ SITE PROPERTY BOUNDRY / % 9 o
f \ _ c 0 c T o
rULLB BAY Ole y o L
VI a G
y CURRITUCK COUNTY \ 0 U Z b r7 N
1 NMT'H C9ROLM e / a`£ hxorvn yzms N
rlw rnra h n >.N-l gyp. f V N f o yf <
i u .L r xm9 ,J SITE ,O(, . mV~Yv4
YL 6 \ Pc"~ ~
3 nR "p ,",sw I \v
45,714. st N.t` 34 3: 2
yr F ! X651, y1. / \
15 . NP /
3 Cb
32 AOA s~ c PACE 1 45+k.31 1 /
5 H. 4. 1. 11e oc;) 40115. s' 30 i= / sir .o• , } c A / SCE W
VICINITY MAP \ / P
Nor NOYD 40,421. s. 29 l „o Gill 40.0e+.'c f 41054 410 a
\ 7 \ Z a2 \
~b 70,873 st. t Aa - sd. 51,397 27
4} 117. 51. 43117.
6
44,ao<'.9~ 4m4 TINE c 3 1 m "
Y' Com 39 2' 77004 0,00 6 `
PEN SP E 37 7.679 s.l. ( 9¢ 48, 522. 4p0 5 s1 I °
N Cif 17,1 (0.39 .J9 i
~ 25 e.l I m I 401104
u 38 1
I 40 \ 5B 0gp s I ' 16,178. 0.
°"6 i I 1 1~1 24 !
42. 562. 40.0 yf. 40000.
41 A gym' 40076. sl. ~ ~ 69 4z~ 5~'s' I I
I I1
23 x0055. sl. / nnnn
40 a0o 40,0! 6fi 7 / V
~ \ 40670. 9f. i - ^ 42
a 1. 10.262 I 22
x0.116. sf ' ~ !
2 111 1L ,I I I a3 t 166 4677 1 I ~ / 11
I~ 40.699. s 40406 sf_
40,0 i ?0 p00. s 1. e(/
REAR PROPERTY LINE 3 \ ~1 st. st. I '
44 65 15' DRAINAGE AND UTILITY' EASEMENT 41057 st a2.e~~' 40.077'
40.170 a I Q
45 25
F _ REAR SETBACK Y 64 1 ~ Wa \ 4195.s1. w~je sl ' ROADNA- CENTERLINE
40 554. s 1 R!3HT O: MAC
- - III 40.1 EDGE G° RAC w4v ~ A
I 3 41735. Sf. 1 40032 y.l. - APPRCX AE =ND LIMITS
75 ' V WETLANDS
i = ?YFiCAL Lor i 1 47 ?!I i u r I - i \ 40,028, >•I. I 40.005 1 10.1 - - - • EXISTING wlE Q 1 ! PROPOSED PVC vC *HATER LINE (SIZE AS NOTED)
w yy~ F N p *l PROPOSED 45' BEND WITH REACTON PACKING
C W W U YI W I T. \ III 10 612 a1. , 17 tl. I r PROPOSED 'EE MTH REACTION BACKING 40.00.
n" gr~ U: f /aa JT~ PROPSED SATE VALVE (SIZE AS NOTED)
F 41199. 40 0". oQ 1 PROPOSED 6' HYDRANT ASSEMBLY ~y11 '•FT•T
RI 7 ` I . PROPOSED 2" POST HYDRANT V~
s ` 49 1140 016. I 10.0 5 s 1. M•'gci~w~~ / I PROPOSED WATER SERVICE 1 000 40EXISTING TREELINE
10610.9.1. I V g (p¢R~
i i l e 77 a Q 40042. s1. ) DRAINAGE SWALE
0 15 FLOOD ZONE c6~ wDpO. SOIL TYPE LIMITS (APPROXIMATE)
m n 11 I X0/1. s1. , 40.0 °0' FRONT SETBACK _ __N_ _ _ _ _ _ . 09. CONTOUR (ELEV. AS LABELED) I_^7`' I^lO7
r ~ 20 I I
91 Io? 1-4 14
15' DRAINAGE AND UTILITY EASEMENT aA w ` ODPEN SPPCE I ( 59 40 ,352 > I v
RICH' OF WA" 126,979.6 1 I 40149.
125' (2 ,96 Ac 1 / -EDGE OF PA,EVENr 1 I 79 W. °i 8 a0. t 4 be 40 p76. s1. 1 I I ,s
40. 40.255. s 1.
R/W CL r5 t
EDGE OF PAVEMENT r /0 s, 12 I ~O
41 19. s 5. ~ Q 40 6
RIGHT OF AAY . 1
0 130 40.625. 9.1. /i 1 1, r I T r14I~ WT a1 294.
i 41,279. s 1. NOT TO SCALE 41 11 42184. s1. I io., /
5t I m 3 I i i l I
60625. 9.1.
I i
40625. vc I ~ 5 , / 10
40096. 9.. 40.0 40056_ ! I / A ti 4e,? K f
6 ~ _ I 6 43346 +f. ,.1.
\ ~ I 41 941. 93' / Ono
At 40621, l.f. 1010 40.167 91. 40.467 / NNE
U
81 w~~ ~ I~ I I I I I - I ~ COO
\ I I 54 r r ko.
J 3
Io aoo 91 1 pA 40360 1 'I I Q I i
sf. I 2~0~
J/ T,yw k M 40,625. J Z
I R ~4 nIT 9N Yl .1. a0 000 l 1 {~/~.v~9~i464M r~1µw l /
V ,
40.152. 9.. I 1
- 40.9.1. i. ~ I
v OPEN -omm I ~I
32.e55j ' MMO 1 1 N
CPEN SP PcE } I
\ 11~565AC) / xF ps 9x~/ 1 DA /E: SCALE:
12117101 I=200
~'r Wes' i \ 1 MA~
I~*p n I BPG ~mMWR
,vr u I I GRAPHIC SCALE p4WPJH SB
zoo o fox zoo aoa eoo SHEET:
04 1 1 A r
U 1
IN FEET) C,, ,y6o4ooul
' 1 inch = 200 ft.
PROJECT N0:
l 3804 .10
Awa

0
E7~7- \ rn D T N
a SITE \ O y.. 76 L C
d \ TULL3 $AY PROPERTY 50UNDRY 0 2
O O O
N .L.
CURRITUCK COUNTY - O Q n C V CL L I N
NORTH CAROLINA i , 2 n \ oNO
~,ry X / 1012 o l
Lw of
SIZE wl \ y PG.A4-2 ~ I
L l~I f11/~*d ~`P'vfl~ J Cb / xrt p~io~i01~ I 6 \ PP"~~\ \Y
33 / 45.714. 5~ I / 1019 75
/LG \ }A
1 l ~ 11 a F r ~6~ +1 \ / e
AN ~ \ 2g /
GGE y / `cc `u
MON PACE I 43,435~f 15
s wy 1.21 ac.) 402 30 \ / e"'• /~sc l01 ~ ^ m w
VICINITY MAP l%~ f( ^ .1 4042, 29 I 2E Am m n4u 28
` \ toy ~a I Y• ~ ti w 08 If 41056. 40)54 . 101 a 7/ w O
\ 10.83s.1. ~
l,. z Gb 5A.397, 27 I 21 1311. s.l.
13117. s 36
4m4-LINE g ".Co..~ A\ r
0 21 ~ 2$
coM „oa +t. i 40,x, st. ` l01' 40oo5
EN SP E 37 117.679 f.t. ( . ac.) 46521. \ H Grtwnd Cb
/ o I 17,1 (0.39 25
s+ 1o tp4 a f. I lo` a
40 1
16178. ~y„s / i ~ 1 I I 1. q I\
~ 24 ~ 1 lt~ 1 4000o. s.f. 0
L w4 ~R TO i l 47 5e7. 40.0(
i I ! m ^ 41 A076 42.31 S, I I~1
/ - 1 IF - I ~i 68 ws2-+. III 2 1 ~f
. 1 / 40.055
- I a= a 1 r 40.000. s.f. 4p 05 i ~ 23
f I~ - 40,670. 42
40162. e.l. 2 22 c, 4Q i6. 1 I ~ ~
- 72 1
L n bp. +1. I I 43 I = 66 40,699. 7.. l a 4()6 ,1.
_ 4~ ` N _ - - a S.I.
4o.a 40.000. , I 1
REAR PROPERTY LINE 65 A 13 1 ! 1 II o
15' DRAINAGE AND UTILITY EASEMENT 4,051 42 »f+ 40071 ° ( 1 1 20
4(),175 , s usom ryi~
25' REAR SETBACK ETBACK 45 t 64 - - 1 FFF - -1
wd \ 40,367. +1 ~ ICI ROADWAY CENTERLINE O 19 RIGHT OF WAY
b0 - - i 40,1b6. EDGE OF ROADWAY
46 63 13 41=735.+L. 1 gp02.+.1. , APPROX. WETLAND LIMITS ` 19L r_GI
WETLANDS M
+1. w,I w ~ TYPICAL LO . Z 7 47 Z w 10.~g. s 1. ~I 40.00154 ~~.^^-^^>-~mmmm^^-^^. EXISTING WATERLINE 1$ e1. cl / 0
w 1 PROPOSED PVC WATER LINE (SIZE AS NOTED)
s a Y 62 W¢ 40p11.'A I y ` *1 PROPOSED 45' BEND WITH REACTION BACKING (((I~~~ppp
W w v Z~ W 9 3. ` 1 1 ! 40,00 .170 r a < r` 40000 e.l. - 1 r PROPOSED TEE WITH REACTION BACKING
+1. I I p: a F w uq~ F WW ~ - 48 76 L4 / LoI - PROPSED GATE VALVE (SIZE AS NOTED) 4~rv27Sj) AT I 1 „T PROPOSED 6" HYDRANT ASSEMBLY IYJ
18 It 1 w I 41199. 4006' 0o a i; oa 1 I PROPOSED 2- POST HYDRANT
G 41 - m 4 49 40076 yt. 0 16 ~ 40,000. a. I so^"°y' ire X01 e i PROPOSED (MATER SERVICE e
40 510 +t. w, EXISTING T L E
'z z 1 77 s+ . 1 DRAINAGE SW ALE n~ g
2 K ~ ~ 40()42 15 FLOOD ZONE
O O s! '°'a 1 j o1 40.000' / 1 / - - - - SOIL TYPE LIMITS (APPROXIMATE)
w ` 20' FRONT sETe4cN ~tYD rG It - CONTOUR (ELEV. AS LABELED)
r - - 1 - - I
L _ J - REARC 79 40.352 * , ~ A t 10.152. s..
15' DRAINAGE AND UTILITY EASEMENT SPA I 1 59
RIGHT DE WAY 1`5,969pc)' JI I A0149. 9f`
II 128= EDGE OF PAVEMENT 79, 11 ws 1 T3 1 1 40.235 . s f. /
r' Y 5, p3~ R/W CL
EDGE OF PAVEMENT 406 \ I t 4E
RIGHT OF WAY 50 1 J 80 40.819.
10,625. ~i ~ 4t 291. s f.; r a
TYPICAL W I ~ 1119. s-f. ~ ~ ~
NOT TO SCALE I ' 4'
I
I!I~ i ,o I I I I I
40 G25 +1. 5 . 1 - - 40096. s.. 40.0 St 40.058' o Wyy 1
6 43.346 s1 t. / FovolPaa ?
\ 41941.7.1' / I
53 \ 9 9
P~ Ap6 4. sf. 1010 7 _ ,40461 yl. 40.461 V o in 4
\ I / A > w I $i W °
ao,oo0 ~ t. ~ w
v / 25 ,I. 3.°s25 l o ~ \ 1 III
I wAa s3 A
\ y s.1. OP 1 _ 40 .3Q0
55 D 2 ~~~~~.~~~R .IO?+e`rcr = n-TZ =4' 40.675. s1. 7r' d
56 1A AID 44152
aQ, sI_. COMM ~ I
31'jyI4) MON SPACE j _ RO 3 I
/ Mid AC tI DATE: SCALE,
+~y~56 nc.) 1 Krl/ l\ 12117101 1.._200'
e 1 11V~' 4 M
A
41- ~ GRAPHIC SCALE MAPJH MSe
I
200 o too 200 400 aoo SHEET.
y
1l1 _ S
y;7F \
v \ I I~~ ( IN FEET ) - Cao 'Y8040OU1 111 1 inch = 200 ft.
~ PROJECT ND:
3804
.

a
r N
_ r c
\ WT6 PROPERTY BOUNDRY / c 3 a C i m o
TULLS BAY N N Ly
o oo V \ OU10Z ry ~
\ at0
CURRITUCK COUNTY - - - Y' ` - 3N 0. O0ry N ~ Z m = N
7 /11C NORTH CAROU ~ 15 D] <RYvli
SITE i=J` / 1 ppMO'H' ~4a P~'r s 91I'r 1] - / P C. A 4" 1\ ` . I p
T 1 ~pJ ~ dl ~ •Ui l ~ 1 b xR~p~n~p1 l
33 l0i 11 / 019 SOT ~ / N
< <`V 15114 Lf /
C
E
GGE55 -
5t 2351 /
MON p i~ P \ PACE 1 43,438. r 1 SON 5 E \ \ I / yier .cf~N'1°wc ipr ~ ~ / V w
40,42 29 W
VICINITY MAP 40O g4 5f.r A sf 28 / 4/ C o 3 ! 41 054. s.f. ~ ro* e /
0.815 ~b 51 X97 51 y ' 2~ /
;u ¦ 45,n ' 3ro 43117. s.f. ~ / 01,
~4 FIG 44, 4~ }Y~ ~ 26
39 1 40.005. s. ~
~i COM 170a... V / \ I ~ )PEN SP 3-7
.69 e.l. a E GranA ~[y 48.511 si. =
17.1 (0.39 25 I ,os 1 40.104.
313 IN t
- 48 . yt. r , 99
a„4 ~ I I I\ 24
I I 4158121 °I 1 ,56Y a LI 1 40.000' yl ' 1 /
I
40,076 of 6730\sf 1 I i~1 1 1 I 1 23 ~
68 `°.69 IIIl 4p 055.
5'' 1 r 1 a~„ 6~ 40,000 I I
2 40870. st. r I I
40:1662, ~ 22
L. , I ~ 40Tf6, s,. , / /
AL 72 43 T I bn. I I 1 I I /
40.699. ,T b.~ 4.t. 41.
ill t 2~ e, a
REAR PROPERTY LINE l 44 A 65 0 7~ 4~ r
l
~ 41057. s' ' 15' DRAINAGE AND UTILITY EASEMENT e28 40,0 1 20 40 175
64
25' REAR SETBACK 4 - - 795. >.t. 40,096 5f. \y4 r . 11 ( ROADWAY CENTERLINE
"Na 40.351 sf 19 ~I - - RIGHT OF WAY /N7 ° U n0136. EDGE OF ROADWAY
I t Y 46 1 APPROX WETLAND LIMITS
~1. I ! 3 \ 41,7}5. o-f 1 .ii WETLANDS
l w l 75 1 - . -w EXISTING WATERLINE
47 ,00x1 w TYPICAL LOT 40 z z z PROPOSED PVC WATER LINE (SIZE AS NOTED)
w w' W 10 1 ` All PROPOSED 45' BEND NTH REACTION BACKING I}
w w' vI I 40 o12 *t.: 17 PROPOSED TEE WITH REACTION BACKING d f. 1 G'J
~•~~t• ~ - H i PROPSED GATE VALVE (SIZE AS NOTED)
Of m 1 49 - _T J J f 40j 'J. d. F N F O 111, }1. 089. I At PROPOSED 6" HYDRANT ASSEMBLY . PROPOSED 2" POST HYDRANT Q~
w M J - pp o o pw ..4. 63 16 ?~'w / PROPOSED WATER SERVICE Q
rn m~z ~I 076. sf 1 < 49 40000. ~f' EXISTING TREELINE -
w i0 U1~ w5~. 10.60.,.1. 1 40, f 77 (5 L7 - I' I DRAINAGE SWALE ~n ~••/1
e, V ct5 FLOOD ZONE S~
a a ' x4002, ,1. ¢ o ~ p p I I 60 t5 ~ 5. sT- / / - - - SOIL TYPE LIMITS (APPROXIMATE)
in 1. I ( 40041. 51. • \ J / CONTOUR (EIEV AS LABELED)
_ 20' FRONT SETBACK / ~o, . I ` O
yf. I 14 11-
15' DRAINAGE AND UTILITY EASEMENT „ram ' ~GpE RPS~ERVE gf a~8. ,.1 1 1 59 / s.f RIGHT OF WAY 1tia 969ACJ 1 1 1 40149. I 4p,152z f- i ~
3 f Q 1 1 s.. b
125 :-5 EDGE OF PAVEMENT 79 I n 6 2 P ° 4 "a t• "1 ) I 40,076s :f I I I 40235
R/W CL 58 f 1 poi 1 0
40,606 y=•-- EDGE OF PAVEMENT 12
O 40.69. sf
0 RIGHT OF WAY 50
41.294. , f.
41,279 TYPICAL. LOT 57 5 I r 42 284, s.. I .m 1 /r a I I ~'i~
NOT TO SCALE 51
60.625 C
II 5 ,
52
400`>G. s.f.
45.346 3 346. yf. ° Ow
\ ~ r ~ I x1941. 1 v 9
53 _ II 1 - 40096. sf. l V At jp624 .ef. _4 - 40467 40 467 s.t N v
W °
l ~ 131 1 000 S.
40.
G - 40000. SA. 7 V ? I oP 40.0 °.1. ,.f. \ °
55
2 `low W ' 4p 000. ?1. - li I ~
56
1s1.,c .r
40901. ~ 1.
M ~~~pCE 1 1 ~
~ }775'rcl GGµMCN~
EN SPA DATE: SCALE:
1115b3 S AG) 1 4
_ Rp1 / "'rs 11i 12/1 7/01 1 "=200' r'.. mot / \ i ` °escreo: a.crxm
BPG MWR
a GRAPHIC SCALE 4.PJH s8 p rz~J l " '
1 200 0 loo 200 400 Boa SHEET
1
M'.' -
IN FEET) CAD ' e8D400U1
1 inch = 200 ft. PROJECT N0:
3804
x4ft

4 a
0 m O n ~ r n
o ~ ~ 3 0
~TE TULLE BAY PROPERTY SOUNDRY ~ \ ~ / ' O rn o o U m ~
O o ..n
~~7s<y '~'r CURRITUCK COUNTY - - v 0 0 Uri r NZmmNN
rn n an 1A, v
min c ~ ~J ~ x
y~ /J C~ ' - 11 yp1.0G Y~L4 )yF' „Ltl ' SITE f/,('r\, / J ~.~1 p OLN F""~ / SEG ¢~,5 Yll 9101 / pYA¢J`5
m
t~ xYCy (.y _~s 33 "
Y X 45 34
8665>4- N
a \ jai B CO
Ilk EU m / CL
32 MON 0 c
s> PE st. 3t / . 40215. Lt' r . 5 s. 1.21 ac.)1 43.438
µ E ` 30 s t. f 3 40,42A 29 ~ C W a
VICINITY MAP \ aL"~, 40. 5, NR AOYd o- . \ W o _ 41 05' 28, ~ ~ 41 05a. 9 B
82 rnzrn To,e2} a 35 A-
+a 51,39? . s 1~ 27 N- 21 /
m 4}117 % 43117. 5.1.
\ - 36 a~ \ 1 L p 1~1 Iv ~
404iINE 4.009.,1 V1,
f 1 39 1. 26 40005.
COM 71.004 S Y 400 C 37 EN SP E sl
-1 7,679 a.t. ( ac.) 48 .522 H Qo9 ~ I
/ I 17,1 (0..39 40.1C)4 5 t.
\ / 311 ' s. I
Y 56,050 46178. il. / 1 1 I\
y, o i 1 I. 1 I /
w v 12.2 2A s.ll 40000. 5.f.
Al ~ 70
) 1 +a+" I 10076. sl 69 i1 g1:s
- y_ I - I A ;0562 st V I I . I - ! ~ 40.055 sf
f 1 If 68 st. \ 40F
406T0, s}
42 1 ~ 10,162 s t. I \ 22 5f I / /
~ 1 1 1 .40116. 1 /
7 J - 1 I I / + 1 I
406 66 a1 11677. a.. , I I 40.40540. S1
- 1 5 2 40.006
1 7 0 II o 1.
at, L1. REAR PROPERTY LINE AA 65 3 1 s.f. 42,~' - 40.077. J
15' DRAINAGE AND UTILITY EASEMENT 405 20 , I I s LSD 40175.
25 REAR SETBACK Y p 795 ~1. 1 400 6, Lt. \q4 - ROADWAY CENTERLINE O
~I 4 400 \ 40,351 s RIGHT OF WAY
40136-~1 I\ EDGE OF ROADWAY V APPROX. WETLAND LIMITS
J, \ 1 41 46 s 1- 1 40,4 3 J WETLANDS
w 751 1 '
L1. ~I 0.4051' W i i TYPICAL LOT i 47 Zi 1 PROPOSED PVC WATER LINE (SIZE AS NOTED)
w { W 40.42 > w f 62 All PROPOSED 45' BEND WITH REACTION BACKING
J U~ u I 1 40.011- LI. rV f .eI .......-9. . EXISTING WATERLINE Q y PROPOSED TEE WITH REACTION BACKING
W W 40. LIP PROPSED GATE VALVE (SIZE AS NOTED) I II PROPOSED 6" HYDRANT ASSEMBLY
99 A Z7 ~w w F W 1 1 Ipj~' L1 PROPOSED 2' POST HYDRANT Qa
to 0I O /1' I C
6T a ° I a \ Ae 40()76 Lf a 16 PROPOSED WATER SERVICE e ,10 000. s.f. I •sFBOy y\e .oi e / - I / ccc~~~ EXISTING TREELINE I~
\ wp1o. _ _ DRAINAGE SWALE
77 Z Z 40,041 ° 1 .ors / FLOOD ZONE
I a a x c 15 sf_ % r % - - - SOIL TYPE LIMITS (APPROXIMATE)
60 w 40.000. CONTOUR (ELEV. AS LABELED)
_10' FRONT SETBACK •~1 .
- SERVE s2 g L 14
d ~ \ UtIUTY RpPGE 403 1 u » 15' DRAINAGE AND UTILITY EASEMENT OPEN 40152. z•f_ I/ \ a G
128 Lf. 1s9 a,L R1GHT OF WAY 1 ' 6 AG) I 40.
13
125 EDGE OF PAVEMENT 79 I / 235 s i.
\ 51 40.076. s.l. R/W CL I / I O
606 40, rd s 'EDGE OF PAVEMENT 12
' 40.619. s.f. I F a
RIGHT OF WAY 50 B 1
10¢15. s1' l 41 29O 57 ~ a
TYPICAL LOT i r 11 4 s.l. I io• / / 42?6 ' i
NOT TO SCALE 51
10625. s1. - i 10
l
52 L1 40625' 5 o I it
40 09fi. Lf' W _ g 40.056- ,J. rUiY 4 ( i
6 45.34 S. s .f. N Ps"a / Z 1a..1 Zoo
. 41 941. A.. i 9 / N~~I I I' I
sT. / 4 n1 I _ ,047 53 p 4o'46T
061 w109.'F \6, l w
/ ? I / Q I I
54 I I 1 L1.
\ ~o.e25 3 \ /
40.000
~ ~ / ~ oP ~ ~ 7 LI' V ~ w.k0 ~ 55 1 I ~c' ) O l Z
40,625. s. 1 2 I
~Aa raL /x~va~ 40.000' L I ' wF vcT°~ ~ r~ 1 j
56 m i y l r.
10152 aJ. ,.I
1 4Q-602
ro~Am
pPr,E% S SPACE , 1 I }2.753 cOMMONCE
P P pPEN 5 DATE: SCALE:
' ~ jj1i56} A0.) ,may 1 ' 1 12117101 I"=200'
(2 ~ A reJA- I 1
A BPG MWR p n GRAPHIC SCALE PJH MSB
1 200 0 +oo 200 400 800 SHEET:
I 1 ( IN FEET ) CAD Fl E
1 inch = 200 ft. Y8040001 PROJECT NO:
3804

a
T N
0
~ e SITE O _ p C °
%LLS SAY PROPEQTY $OUNDRY Y~~
I II, ~`<~1t'~ r N O vm N~ / / 0 L O m U o Z ~ rv
O L y I a OOpN1N
CURRITUCK COUNTY N Zm2 .N. • \ V) h TN
10,
t cp a, 4 r. ~.LL 9N •~T~1'YSITE
C" a'w ~°saO_v~ 5 ~"vaey~4s
K h5 r Y v CC i aA me° ~ N
f j O 45714 sf I ' X { 1 34 / _v
86654 y.,. ~ / \ l I
A
'AN l j CC6S5 `E n /
MON 32 ~ ~ / ~\Y~ eJ l0, I / O W
\ k 1 s 014 9. ~A 21 oa)6 43,4 4015 4, I 30
1 0,421 _i t _ - eosAv w 99-e,f.ac. A 4 f 29 VICINITY MAP 2s
40.084 41.054 1 c 41 05 10
8 f
M W ~tiJ 51' 97 27 27 sf /
- 45„7 43117. ~ \ /
404 -LINE 44009 26 gf- ~ ~
,n, „ 39 _ / 26 gl 17,004 40.005 40 005.
U COM 37
7,6799 sf. oc.) 48522. o-f_ / A Goune ~ 1 r 17,1 (0.39
I ' ~ ~a, z V j 40.10424
36 4011 40 S8.OE0. I I /
i
71 24 1 I ~ a /
40000
9I , it
69 1 1 1 23
_ _ - I / wso2. sf. I i I 23 40055' sf I 1
40.000 00 s I. 40 055. s
42
I I 40.267 4 A \ I 22
~I W*T h0116 s 40.26
I 72 ef. ! j ~ I - 43 1. 166 41671.
40699 , . , 4046 s .t. 21 21
. , 1 40,000 \1 sf. i 40.000
REAR PROPERTY L,NE 44 65 st 3 Sr. 1 1 0 0
41.x' 40.0 I I I 1 1 Q I 1
15 DRAINAGE AND JTUTY EASEMLN_ nog, s?. I 20 I 4 40115. 40170. 9t, I LECHM
41. 25 REAR SETBACK - - b5 st. 1 40 64
\ 41194\ '74 ROADWAY CENTERI WE.
NO 170.19.\+ 'il 19 4p! 35 19 RIGHT OF WAY st. \LJ\ e a0136 EDGE OF ROADwA. V~
46 63 o,c7 _ - v 41155. ~1 40011. s.. 'i - APPROX. WETLAND _M T'
I d~ \V AV AL WETLANDS
i - 18 \ ~..u-- EXISTING WATERLINE Q if. 0 `t
d. ~00". Z z fl'PIC,AL L4vT Z ? ' 41 - 18 40•000 . E~C¦ , PROPOSED PVC WATER LINE (SIZE AS NOTED)
w , ) 40.025. s. 10 62 0I y ` / ~1 PROPOSED 45' BEND WITH REACTION BACKING a _ 1, sf 00 f r PROPOSED TEE WITH REACTION BACKING x p
ply x W wolf 7 m w 1 1 w13W. wf' H PROPSED GATE VALVE (SIZE AS NOTED) 2QJ
u 40.00 a p, h a m j6
F ~N IFwo 4199 40j169 eT. P, PROPOSED 6" HYDRAN' ASSEMBL' I / PROPOSED I" POST HYDRANT 2S~
PROPOSED WATER SERVICE x Q
a un < .A. 49 45. I 40.075. s I w.w°' 40.0w yf. 4ce s / / J 77.7 = EXISTING TREELINE
IN in - 40,610. DRAINAGE SWALE I
`z i 42 "t- a 140,041. .o, - - - FLOOD ZONE O
z 15 60 • 40000. ~000_ SOIL TYPE LIMITS (APPROXIMATE)
a ( r• t III 4oAP-:f. CONTOUR (ELEV. AS LABELED)
20' FRONT SETBACK--- _ _ • - S, d O
- - - 78 t 4 + 40152 - v*o-4 w 1 U~111Y RPAGRVE I 40,552, 14~
15' DRAINAGE AND UTILITY EASEMENT OP 6979C1 1 1 40,149 40?5~. Lol
RIGHT OF WAY (296 A /
125' EDGE OF PAVEMENT I ) 9 J. I I 40,2313 l 13
5. I 40235. s!- ( I I JI
R/W GL A -58 st. '§g~ x e 40,606
° `raWt " R. EDGE OF PAVEMENT qp6 1f 2 O
~ / 7 I ~ 61 I 40 61g. s.. F
RIGHT OF WAY X50 I BO y I
~ 40,625. s i. 1 57 41 794. e. i A. n
TYPICAL L/yVI 4,,279 51 / k216
NOT TO SCALE 5T - 1 m Z I
40625 TO / of
i
52 91. 70 45625 . I ~ I 0,096, s 1. 40,056 .
1 1 6 40,056 F +u?•'riy p• N r
43.146. s f. Z Z ° n ham'"' 1 C) v. / I 0ao,
41.941 , 9 f / NxJI
sf 53 4 46l / x V 40.6 4. s1 40109 of. 40, 40167 s.. ; W u l I
V W°~ i I! 'i I I
A / 1 ~ o I e w ,0000 s. ' o
5:21 1 4 s,. r ' 40,
af. Q
4p 000. T ~ ~ J~ wY0 sf. a 7(
55
mw~` ' „ 4p 625_ 1 2. `~Rm aw"vim /xae9'u4~w' - I 40000. / 1 1
5
40152 i
s, 4P~ ,
CCMSPACE
OPEN 1a.75 AG.1 ) ' G OPEN sp ACE , Y T
EN 1 / 11561Nc) DA IE. SCALE
(2 f N~t~ 9r9 1 12177101 o.1 2 00'
m=A 1 BPG MWR
GRAPHIC SCALE PjH A/f SB
q4 d 1
_ 1 200 0 100 200 400 800 SHEE T
1 ( IN FEET ) CAD Ei P ` 8040001 1 inch 200 ft.
PRDJE C? NO
l \ 3804

/ \ n m
O m U a o N
s~Tfi PROPERTY 80UNDRY \ 0 3 0 t c m
(5 C T o
TULLE BAY N
oS~ZwD
CURRITUCK COUNTY O N \ O OWN
MRTH CAROGM N ~ \ ~ Nr~ rNv
~Ot1 \ N,~O..n¢
h STE~.CT orn p.n \ 8 °up4xi
w. - i 0 15111. at
7 ~ \
1' I i\ X I 34 t \
to t N
ANA I •tt MON 32 s,. AoA mt e / c o - / a
Y ~ CC655 y` iot ` / o E 0
- / PACE I3,176- 31 / ~f \ s 1 a 1.21
P ~
° 30 VICINITY MAP 4411 29
PW 70 110113 1 to -e +o+ a Y` 40,054' . ).054' a.{. I 54 5, 5. f / lJ O / 41 0. I/ / 1016
y J z 70.823 ;1: -3--~ 1~ I Wt
\ ,n+ - 51397 In 45.117 27 f / \ 4}117. a.. ~ / /
014
h04 TINE ~ 'i
/ 26
U 71, 4 }1. / 1 IN c N 37 1 s f' i0t e 40 pp5 /
4 EN 5f. E - ,679 e.f. ( 0a) 48,51 I
X Cll 17.1 (0 (0.39 39 r I °2
. a,. 4004
ao I
I I 46176 sl' ~ I .~6 +m ~e i I I IM+1 µ ~Li I I~ SIT. / q
I iJ15¢p/ IxR I 7~ a~~ I 71 4 / s. I I ((~~~~jj
42562. e.tI ~ 40.000' s. ' ~I •°t t / / v
4p076
F irr- 1 J I - w.569 at Ijl 23
68 , a0.055. \J
I ~ Lo} I ' 1 6~'~'~ Io.o00• ~ I 40670. al.
1
1 / J I~ j 40,~2,'T \ w+" I 22 /
_J 1L---
43 I ' 72 I .I. 40,699. s1. 11677.
2 / GQ i a.oDa. s ' II ~ b
REAR PROPERTY LINE 44 65 s+ 73 It I I I st I
11057. s.lI 15' DRAINAGE AND UTILITY EASEMENT 420ani - `40,071- 1 1 C3
40.1750 . 7O' s 1 j LEKIM ry~1 I ~ V
25' REAR SETBACK W 1 41,7945 64 III"'---------- \ a }t.
5 al. 1 40,096 ' 2 }I q 1 - ROADWAY CENTERLINE L'~ Q 7. 19 af. I`-~ RIGHT OF WAY
e 4pt36. \ EDGE OF ROADWAY
46 - - - - - - - - - - - - - - - - - _ APPROX WETLAND LIMITS
I 3p' 63 \ \ 41735 st l 40652' at. WETLANDS M
w 4 \ ~ 75 1 I! 47 5 18 CI yl "^'..w^^. EXISTING WATERLINE
i Z TYPICAL. l.OT Z ; 1e a 40.0051 Z w w 1 4°'0 0 1 PROPOSED PVC WATER UNE (SIZE AS NOTED) [O~ S
All PROPOSED 45• BEND WITH REACTION BACKING
w w Y Y W ` g> a < > 17 ` r PROPOSED TEE WITH REACTION BACKING ( 1 { Itl o.om } I wt4 / fit, _ H PROPSED GATE VALVE (SIZE AS NOTED)
F4 1 ro rc I~~ J6 I I d VWI J WQ 41199, at. 4000 I PROPOSED 6" HYDRANT ASSEMBLY n~l
0 s A: V+ / \ r PROPOSED 2" POST HYDRANT ~O
G o 0 0 0 ~Tt ; r ~ 61 t. I M` 01/• PROPOSED 16 WATER SERWINE 1
1 a I e m a 49 6 , w w 40610. - i 40.000 1°"0 W / - EXISTING TREELINE I~
a f ~ a 77 z z 042. f 1. 7 1 _ / \ DRAINAGE SWALE 6C°3 2 st. 15 tots FLOOD ZONE ct5
I I
0 0 ~p0p yL r / / - - SOIL TYPE LIMITS (APPROXIMATE)
Tn in 1 + I I 40.0 O- }t. 20' FRONT SETBACK / 1G CONTOUR (fLEV. AS LABELED) O
p4 Ro 18 - - _ It 8 st 14 / \ 0 9
K ds \ Ut1iJN REACaVE 40.551. sf. 57 4p 152.e - tr t,
15' DRAINAGE AND UTILITY EASEMENT OP 18 e79P}f. 40 X19 I ~o
RIGHT OF WAY 21,96 A0.1 /
A. N2, a; _ EDGE OF PAVEMENT 79 }t. 1
+ . 40,076.
R/W CL .-58 a at:: i 40 606 s.l. 4n L
EDGE OF PAVEMENT / I ~g 9
RIGHT OF WAY 650 80 x }t.. / ~ 1 Q
~ 57 41994 i PICAL /W I fl'
I 41. 19. s.t. NOT TO SCALE 51 / 42.284 s.1_ ( Lo,
25, s.f. _ 40.6
1o
10
}4 w °96 6 40.056. / -
~ ~ ~ ~ . 7 , 6 }4fi s!. 8 / R a.'v+.7t ! Z r I I I
13, 41. al. 419 43.}46. s f. D Nom' / . / O col / r - a Oj I I i l
9 / 53 a. a
P" 40624 s1. 40109 }1. 40.46 40.461 { Ir W U I I
/ I l W ° 8 f j l j ~ I
54 40.000 ' - - a
5. s.,. r i 3 ,1
Q
oA 0 ,.t. s,e 55 t I
d 3 2C' ) O Z
va t 1 ~
p+ E w,s s~'~ ~ rt - I s a~ s
\ 56 I 40t52.
1
4090E s.
\ CESpACE ,i 1
5a'6j25 Ac.l ~ COMMON CE
OPEN 63 s-1 11156 1 I ~'r K DATE.' SCALE:
,,may T T 12117101 1 200'
I~ ~ 1 I olvwm: a.eam
BPG MWR
GRAPHIC SCALE MAMPJH se
i 200 0 100 200 400 boo SHEET '
U l p~ 5
FEET) CAD FiZLeUp040OU1
\ 1 inch h = 200 (t. J
PROJECT N0:
3804

ITE ~j a +
O N
i \ LINE TABLE ~ s o
LINE LENGTH BEARING a" Lt 25.39 0
CURRITUCK COUNTY N 7'00'00"W O L2 56.95 N 335'32"W °1 t
NMTH CAAROLMA sm,xr gp14 ^ L3 85.27 N36'35'05"W w o `o L4 122.22 N4259'17"W do Z e -
i 0_ t o LS 72.16 N4759'43"W
SITE d~k LGJ~- / \ L6 66.14 N58 1'11"W o u o n n L7 89.06 N46'21'16"W N z m
L8 137.14 N39* 30'01"W y o z o x / La* ` ~\c+1y~ _ L9 34.04 d YIN<
N6912'20"W m e eMYg~m C4o,,. L10 109.30 517'29'45"E
r v eryr .5o L71 127.25 12'16"E & \y/ L72 100.17 S521 3'25E
1 LdTZ _x L 3 ~ X-44, LG4 03 79.01 529'00'14"E w y L74 20189 50780'14"E
o / . L15 77.16 , 551 6'38"W u
N , tl.L,o LG5 ~3„w J, ` L X415 l G6 650_ N8~51'E ~9'I ' 1-16 118005 75'01'18"W~ \ L17 81.52 S85ro2'03"W N n
L18 164.13 N70'07'02"W
v m N ~,dBOA ~ L19 19.87 536 6'30"W f u 62 L20 30.88 SO '38'43"E c u
L21 128.94 56918'38"E 1:` E 9*1 / L22 70.59 57527'48"E o
VICINITY MAP x j 1W `LGII MOT 90 si F nit L23 78.89 S8518'S8"E _ M " . S
O T maw"I'a~ Fp'~ A Z "RX LG12 L24 59.10 N6744'34"E p' w 3 L25 77.49 / N77'46'38"E'er
/ V o~' Ii ill C13 5 L26 - 64.13 N71:1
i `_'L(314 7 h S04 ' YE y?
~ ~ V~ LC~i5LG16
Cb L023 LG17 ,pTx'E-"_~zZ LG24 AaA L31 87.19 58'01'55"E
L f,4 t_ 44 ~LGA78 L75,x' LG22 ~,'tzr L32 44.08 538'38'4 'E L33 4657 S07''S9"W
\ r -A C s LG2Ct rLG21 u7 LG28 LG2i x LG43 L290bt?a L34 55.70 L35 88.06 S77'40'10"E
G LG30 gLG26 528'36'12"E L36 3910 54555'S7'E
TkLG42 '1G 31 r'LG23 _J U \ \ _ LG32 L37 36.50854'41"W L38 14.94 55556'30"W
L39 4.18 571'40'18"W
\ w L641 a'X1.633 Cb X 88.42 561'0515"W 79.39 57117'15"W
9309 56919'16"W 7720 S35'04'34"W
r rv LG40`m LG34 AG , - z X 5L44 L27 36.89 43'42"E -N L28 42.56 53423'16"W L29 1545 58954'52" L30 30 69.29 58419'19"E 88.50 St 6'03'59"W
LG39 1
" a P p LG3ak, A L6 s / e
SW~II
1 3
L G37 L016 aP I
1 / I
ail / / 1 1 I /
m L%
1 AaP
L RIM
RCADAA w'ERCNE
R:CH 0P VA" - _ 1~ r t
EDGE OF ROADWAY z ~APPR,,X NCLAND I,.MJT, t 1
1 ~
TO WELLANOS ~ o. \ I ~
EXIIST'fd; WAi[RLINI t ~
PROPOSED 6" PVC WATER LINE r ~ U
y PROPOSED TEE WITH REACTION BACRNG v I F
H PROPSEt CATS JALVE (SIZE AS NOII'11 Vd0 L \ 1 ~
PROP SED 6" HYDRANT ASSEMBLY , PR VSED 2" POST HYDRANT
EkLgTN;; -REE,'NE N
O - - DRAINAGE swALE ILI
, V 'v FLOOD ZONE 4 TO a e IN ACCORDANCE WITH T15A NCAC 07H.0209 COASTAL SHORELINES, CERTAIN
- - - - - - SOIL TYPE LIMITS (APPROXIMATE) L ga PORTIONS OF THE CREEK WHICH LIE WITHIN THE SUBDIVISION BOUNDARIES 3I y / MAY BE CONSIDERED PUBLIC TRUST WATERS. WITHIN THE PUBLIC TRUST
CONTOUR (ELEG AS LABELED) n , / SHORELINE. AREA OF ENVIRONMENTAi_ CONCERN NEW DEVELOPMENT, WITH F, r^
l / THE EXCEPTION OF WATER DEPENDENT .;SES, SHALL BE LOCATED A 2 w1 ~
1 pt At 1017 DISTANCE OF 30 FEET LANDWARD OF THE NORMAL WATER LEVEL. J I
Wa a I 1 ~ ~ U ~I
I~AT°%' 404 CERTIFICATE
This certifies that this copy of this plat accurately depicts the boundary of the ~ jurisdiction of section 404 of the Clean Water Act under the present law and V
i~ regulation as determined by the undersigned on this date. Unless there is a
change of law or our published regulations, this determination may be relied U / upon for a period not to exceed five years from this date. This determination
R0 10 was made utilizing the 1987 Corp e! Engineers Wetland Delineation Manual. I
rr , I ^OB 5~, 5V485
1 I ate 74
SOIL TYPE LEFEND qJL
Wa - Wahee fine sandy loam Name ob F"
9oA - Bojac Loamy Sand, 0 to 3 Percent Slope itle q
+c4 Altavista Ane Sandy Loam, 0 to 2 nercent S~Ope Ro - Roanoke Eine Sandy Loam
A' - Augusta Line Sandy Loam
To - Tomotley Line Sandy Loom
Co - Conaby muck [2o
Reference- Soil Survey of Curd tuck County, North Carolina U. A. Natural Resources Conservation Service
TO N~~~ I / a m rn a
3 cn
wm Q~r ++W' ate M
i U) Z H / Z
O H ~ v _ n
Ir O o
i , L SURVEYORS CERTIFICATE j w mi BOA ; 1, Fred S. Price, certify that this plat was drawn W
4/~a under my supervision from deeds and plats as a>>
r i recorded in D.B. 248, PG. 721; that the error of closure as w
calculated by latitudes and. departures is 1:10,000 and this map was prepared in acC j[CW"Ctr•4p* section .1600 of the w ~`m
g/ State Board of Registra.t 1i~ Ards of Practice". Q
' r a 4/1 7i E.S.S (Q 7 O N M ( / t Witness my hand ani se s 3C f ~k~-Ask, 2001. Z
Ra ~ A ~eY ka
' :PJt r ` V.~4s L-4271 .1-l4 :
.
h P, C) I i
DATE. SCALE.
A t t 11130101 1"-zoo'
{F 4YE54 DESI°rED Cl OkED Al~w BPG BPG
Ma GRAPHIC SCALE FSP "~°"RPr
w*~6-W I -,K 200 o ioo zoo aoo eoo SHEET:

\ ( FEET ) CAD FILE:
1 of 1 \ i inch = zoo ft. Wetlands
PROJECT NO.
3804

DITCH"+
a ` ` • PC j 2 19 43 25 o
BREAKL ETP,5LHEET U5 r I 40.104_ s. f_ ROADWAY CENTERLINE m
RIGHT of war .mO`0 .o / o
r.w AIM man" arr.rr o~ EDGE OF ROADWAY N
NT oeTAIL) / XI$ : /I _ I I APPROX. WETLAND LIMITS 0~mi`o" N~
U~'y M)ENTSH LG 1 a Srr ~ SB 'Nd s C 6 ASSEMBLY WETLANDS d t o - EXISTING WATERLINE _ i o to N
t II PROPOSED PVC WATER LINE (SIZE AS NOTED) m nm T(V
/ d PROPOSED 45' BEND WITH REACTION BACKING pj °a d's~~
DRAINAGE BREAK /O ~!o«1nx T PROPOSED TEE WITH REACTION BACKING
di R a 6 M. PCAN~ 4 13' } - I Y N PROPSED GATE VALVE (SIZE AS NOTED)
mod PROPOSED 6" HYDRANT ASSEMBLY •
j PROPOSED 2" POST HYDRANT mo. PROPOSED WATER SERVICE v
(P - , 2,h0 EXISTING TREELINE ~
l I i ~ ~ ~ ~ I W U N DRAINAGE SWALE
F T ////~f'fEh'f )'S IN. - 4
~I. T II 24 - FLOOD ZONE • o E 1 71 .I 40,000, s.f- SOIL TYPE LIMITS (APPROXIMATE)
42,582. 0 CON10OR (ELEV. AS LABELED) w w
/ FILL IN ,0 . EXISTING • c
ST s Nlf / / 1 DITCH :
I \ 1 1 / Ot ~ '44INA„L / A 1 -
42,312. s. f. I
I 4T,"-6 TI 44.31 ~ Tx, I -
IN 4 4,'
. G ~ ~ I a9
1",562 s I I _ ~
23
I. .I 40,055 s.f. /
40,000 sJ
3 w41
~J '.NJ 44'. r p1 0.]l ~ ~I ITNCE~ ppp I o+0
RAiNAG
YFICAL a; 6'I: y p T VA ~RAINGE GILL IN .
SWALC IShE EXISTING i OETAIs) DITCH
- 40 LF. OF 18 . ~Y. DMA. CMP
a • CULVERT t 42 INV. IN T 4 30'
40.'67 \ ~ INV. OUT 420'
/ I
TYPIC>~ PRIMARY I 40,1122 Q~ 6, s.f. I ~j Q DOTTY ` DRAINAGE i /
/ I SWAT: !SEE
I wucFOSEG
Nil IT IN,
/ 3.96 a
4 I I /
N FSR #JI / 72
41.677 Y I
43 40.699. sT I T
FILL IN EXISTING I at I cal
LC / DITCH 21 i. I 40,000 s_f
_ o Qb
N...N y. > td
J,T
o . .
w
ao.o 3 s_r.
17 to
V 44 / . 1 I ! CQ
/ 'k~~ 12d^SF.. j d
5. a./. I I - 'I 40,175
SII / 2
TA N,
/
4'IT A V / HLL IN 61
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IN, 54 DITCH 4G DH* 6{° _ - / - r m
xC~~
4 1
74
40.357.
* 19 O
` 40.136. s.l. -
` U
DRAINAGE - N
•II BREAK \ w L~ \I POINT -
INV. 5.90'
w
kA .;N.DL--L.H \ IM110 EVENT, 4
SECpON A (SEE / ZO
1 i
75 II I) T 18 /I
40,005. s' 4k0 40.000. s.f.
41 l z \ 1
- 'vl'ItA[ V DR 4INA E . AS10ftr
+n~( (gE V DETAIL) . ~ 7101 1"=50"
I I G use
7 P,M-1 MS8
7 d0,0~ 1 s
3E JEAiL` REAKLINE SHEE U3 ~ 5 ~t LZ 4 OF
MAMS ffjx~ mums +0 min ¦pm c.o FY8040002
I. .I k 1 Z I ECT N0: _
3804
I
•

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in I '
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1 c 5L9'~ - Z ( l. I I 55 is ,Z,9
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I CAD FILE:
WNMAP1
PROJECT N0:
3408

o0 W
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o ?
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
February 28, 2002
DWQ# 01-1897
Currituck County
Jerry L. Old
Currituck Homes, LLC
P.O. Box 62
Moyock, NC, 27958
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Old:
You have our approval, in accordance with the attached conditions, to place fill in 0.06 acre of wetlands in order to
construct a road crossing at the proposed Launch Landing subdivision by Currituck Homes in Currituck County, as
described in your application received by the Division of Water Quality on December 31, 2001, and in revised information
received January 28 and February 4, 2002. After reviewing your application, we have determined that this fill is covered by
General Water Quality Certification Number 3287, which can be viewed on our web site at
http://h2o.enr.state.nc.us/ncwetlands. This Certification allows you to use Nationwide Permit Number 14 when it is issued
by the U.S. Army Corps of Engineers. In addition, you should get any other federal, state or local permits before you go
ahead with. your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply
Watershed regulations. Also this approval will expire when the accompanying 404 permit expires unless otherwise
specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification, as well as the additional conditions listed below:
1. Deed notifications or simiiar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or
areas within 50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of this
letter or the issuance of the 404 Permit (whichever is later). A sample deed notification format can be downloaded from
the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetiands .
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the'Office-of Administrative Hearings, P.O.. Box 27447, Raleigh,
N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Deborah Sawyer or Tom Steffens in DWQ's Washington Regional Office at 252-946-6481
or Cyndi Karoly at in Raleigh 919-733-9721.
Sincerely,
j re rq J. T orpe; Ph/D,
J `J
North Carolina Division of Water Quality, 401 wetlands Certification Unit,
Y 50 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
21 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
-n '?? +10c - moo cones - A ..-_ ..,.i,,....-I-."-/
Page 2 of 2
Attachments
cc: Corps of Engineers Washington Regulatory Field Office
Washington DWQ Regional Office
Central Files
File Copy
Paul Henriques, 4417 N. Croatan Hwy., Kitty Hawk, NC, 27949
011897
W ATF
Q
Ilfl? r
?? -1
"C
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
DWQ# 01-1897
\ Currituck County
Jerry L. Old Vl ???? V \ .?'?2*
Currituck Homes, LLC
P.O. Box 62 `
Moyock, NC, 27958
APPROVAL of 401 Water Quality Certification with Additional Condition
Dear Mr. Old:
You have our approval, in accordance with the attached conditions, to place fill in 0.06 acre of wetlands in order to
construct a road crossing at the proposed Launch Landing subdivision in Currituck County, as described in your application
received by the Division of Water Quality on December 31, 2001, and in revised information received January 28 and
February 4, 2002. After reviewing your application, we have determined that this fill is covered by General Water Quality
Certification Number 3287, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification
allows you to use Nationwide Permit Number 14 when it is issued by the U.S. Army Corps of Engineers. In addition, you
should get any other federal, state or local permits before you go ahead with your project including (but not limited to)
Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. Also this approval will expire
when the accompanying 404 permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification, as well as the additional conditions listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and waters or
areas within 50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of the date of this
letter or the issuance of the 404 Permit (whichever is later). A sample deed notification format can be downloaded from
the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands .
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Deborah Sawyer or Tom Steffens in DWQ's Washington Regional Office at 252-946-6481
or Cyndi Karoly at in Raleigh 919-733-9721.
Sincerely,
Gregory J. Thorpe, Ph.D.
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
n1n ? 47on /..1.......N nin ? cones /t...,% - n-.. ..,. ..,. /.........at.....1../
Page 2 of 2
Attachments
cc: Corps of Engineers Washington Regulatory Field Office
Washington DWQ Regional Office
Central Files
File Copy
Paul Henriques, 4417 N. Croatan Hwy., Kitty Hawk, NC, 27949
011897
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: tom Steffens
WO Supervisor: Bc)cier Iborpe
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Currituck Homes LLC County Currituck
Project Number 01 1897 County2
Recvd From APP Region Washington
Received Date 12/31/01 Recvd By Region
Project Type Residential
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
F14 _F7O 1v1 ? 30-1-2-2-5 _ Sw 30,154_F
F_F_
_
Mitigation Wetland
MitigationType Type Acres Feet
F_ F_
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N . Recommendation: OQ Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Issue w/no conditions
cc: Regional Office
Central Office Page Number 1
To: ?RRO Steve Mitchell
?FRO Ken Averitte
MWaRO Deborah Sawyer
?WIRO Joanne Steenhuis
?WSRO Jennifer Frye
?ARO Mike Parker
?MRO Pete Colwell
Project Name Cirri f'yc K f44, of U-C
DWQ Project Number 6!( 9177
County Gum fuck
From: eY k f?" / Telephone [phone] Z I
The file attached is being forwarded to you for your evaluation. Please call if you need
assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USGW topo maps
Minimization/avoidance issues
? Buffer Rules (Neuse, Tar-Pamilco, Catawba; Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concems
Comments K s sa.,?
.

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TyeGWsta1f
Hand Delivered Over-Nite Mail Faxed Mailed
TO: Mr. John Dorney
Division of Water Quality
401 Wetlands Unit
Parkview Building
2321 Crabtree Blvd.
Raleigh, NC 27604
DATE: January 28, 2002

PROJECT: LAUNCH LANDING
PROJECT NO: 3804
DWQ #01-1897
FOR YOUR:
( ) Review
( ) Review & Comments
(X) Use
( ) Other

Copies Description
7 Sheet Ul Cover Sheet
COMMENTS:
Herewith please find 7 copies of the aforementioned material. If this information,
along with the December 31 2001 submittal does not satisfy the requirements for a
complete submittal please call me as soon as you receive this. Thank you.
Sincerely,
SSIONAL GROUP
Paul Henriques
4417 N. Croatan Hwy. ¦ P.O. Box 1068 ¦ Kitty Hawk, NC 27949
252-261-3266 ¦ Fax: [phone] ¦ E-mail: bpg @ bissellprofessionalgroup.com

Hiss[[[
TheGoA$tA?
Hand Delivered Over-Nite Mail Faxed
TO: Mr. John Dorney
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
PROJECT: LAUNCH LANDING
FOR YOUR:
( ) Review
( ) Review & Comments
(X) Use
( ) Other
Mailed
DATE: January 24, 2002
PROJECT NO: 3804
DWQ #01-1897
Copies Description
7 Vicinity map
7 Sheet U1 Cover Sheet, for Vicinity Map purpose
COMMENTS:
Herewith please find 7 copies of the aforementioned material. If this information,
along with the December 31 2001 submittal does not satisfy the requirements for a
complete submittal please call me as soon as you receive this. Thank you.
Sincerely,
FESSIONAL GROUP
4417 N. Croatan Hwy. ¦ P.O. Box 1068 ¦ Kitty Hawk, NC 27949
252-261-3266 ¦ Fax: [phone] ¦ E-mail: [e-mail]
OF W A7FR Michael F. Easley, Governor
QG William G. Ross Jr., Secretary
O?
? ,y North Carolina Department of Environment and Natural Resources
j ? Gregory J. Thorpe, Ph.D.
p -? Acting Director
Division of Water Quality
January 10, 2002
DWQ #01-1897
Cumtuck County
CERTIFIED MAIL- RETURN RECEIPT REQUESTED
Currituck Homes, LLC
PO Box 62
Moyock, NC 27958
Dear Sirs
On December 31, 2001, the Division of Water Quality (DWQ) was notified by receipt of your application regarding your
plans to fill 0.06 acres of wetlands for residential development in Currituck County. Approval from DWQ is required to disturb
these wetlands. We are hereby returning your applications since they are so incomplete that they cannot be processed.
Please provide seven copies of the following information and refer to the DWQ number listed above in your reply. In particular
as describe in 15A NCAC 213.0502, we will require you to locate all streams and ponds on the property on a map with the site
plan so we can determine if future wetland impacts will be needed. Please show these on maps of suitable scale (for instance
1" =100 feet) so we can determine your projects compliance with 15A NCAC 2H.0500.
Please call me at [phone] if you have any questions or would require copies of our rules or procedural materials.
This project will remain on hold as incomplete in accordance with 15, A NCAC 2H .0505 (c). The processing time for this
application will begin when this information is received. If we do not hear from you within three (3) weeks of the receipt of this
letter, we will assume that you no longer want to pursue this project and will consider it withdrawn.
Sincerely yours,
me
Cc Washington DWQ Regional Office
Washington Corps of Engineers
Central Files
File Copy
Paul Henriques
WWI
NCDE[t
Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: [phone] Fax: [phone] Customer Service
1 800 623-7748
8135al-
=000104406R-•Mllllll
rheCIV901DIP6115
Hand Delivered Over-Nite Mail Faxed
TO: Mr. John Dorney
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Mailed
DATE: December 21, 2001
011897
PROJECT: LAUNCH LANDING
FOR YOUR:
( ) Review
( ) Review & Comments
(X) Use
( ) Other
Copies Description
PROJECT NO: 3804

7 Permit application, Agent letter, Vicinity map, 8.5x14 Site map, 2406 sheet
U4 of the utility plans, and 2406 404 Wetlands plat.
COMMENTS:
Herewith please find 7 copies of the aforementioned material. If you should have
any questions or require additional information, please do not hesitate to contact me.
OUP
PI?T
Gtf''LD
4417 N. Croatan Hwy. ¦ P.O. Box 1068 ¦ Kitty Hawk, NC 27949
252-261-3266 ¦ Fax: [phone] ¦ E-mail: [e-mail]
Office Use Only: Form Version April 2001
011897
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit $
? Section 10 Permit
® 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Currituck Homes LLC
Mailing Address: P.O. Box 62
Moyock NC 27958
Telephone Number: 252-435-6366
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Paul Henriques
Company Affiliation: Bissell Professional Group
Mailing Address: P.O. Box 1068
Kitty Hawk NC 27949
Telephone Number: 252-261-3741 Ext. 221 Fax Number: 252-261-1760
E-mail Address: paul bissellprofess ionalgroup com
Fax Number: 252-435-6909
Page 3 or 12 RECEIVED
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Launch Landing
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): 0039000018A0000
4. Location
County: Currituck County Nearest Town: Tulls Creek
Subdivision name (include phase/lot number): Launch Landing
Directions to site (include road numbers, landmarks, etc.): Hwy. 168 to Poyner Road to
Tulls Creek Road
5. Site coordinates, if available (UTM or Lat/Long): N 36° 30' W 76° 3'
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Agricultural
7. Property size (acres): 93.06
8. Nearest body of water (stream/river/sound/ocean/lake): Tulls Ba
9. River Basin: Pasquotank River Basin
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admirdmaps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: To construct a 20' wide public roadway with
an 18" culvert over a designated wetland.
11. List the type of equipment to be used to construct the project: frontloader
12. Describe the land use in the vicinity of this project: Residential
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
None that we are aware of.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 or 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
1 Fill 0.06 Yes A5 (6') 1100 Forested wetland

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.p-ov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 4.65 ac.
Total area of wetland impact proposed: 2400 sq. ft., 0.06 ac.
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please secify)
N/A N/A N/A N/A N/A N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usP,s.g; . Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name Wat)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A N/A N/A N/A N/A

* List each impact separately and identity temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The original approved subdivision plan was laid out to avoid any impact on wetlands.
Subsequent site visits and USACE certification a section of the road impacts a fringe portion
Of 404 jurisdictional wetlands.
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
1-ittp://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
N/A
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 N/A 3 N/A
2 N/A 1.5 N/A
Total
Gone 1 extends out 30 teet perpendicular trom near bank of channel; Gone l extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
N/A
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Stormwater runoff from all impervious surfaces will flow overland into vegetative filters that
will convey flow, through velocity dissipaters into the adjoining wetlands.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Lots with individual treatment systems.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 12
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
1.2 -,?1 -v
AppficarK Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow .
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
12/21/2001 09:32 12524356909 OLD'S AUTO SUPPLY PAGE 61
121'20/2001 17:43
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De ember 20, 7001
c wTituck Homey L.L.C.-
P.o. Box 62
Moyock, North. Carolina 27958
RE: I:4unch Landing Subdivision.
This is to advise you that Bissell. Pf0fes4i0tW tiroup is authorised to act as went 9i)r OkI
for the putposc of sribmitdn& the wetland crossing pcmlit fat the sb«ve I
refa?ranced property.
L. o Date
1, a notary public of _ County, North
Carolixttt, do hereby certify that personally appGami
before me thiq date a»d acknowledged the dur execution of the foregoing certificate.
Witness my hww anti official seal the _,._,,,„i_ day of 200,
NoUwy Public
My comminion expires
Sin
/l Vol ional Group
1
GPaul Hertriquoo
4417 N. Craaean Hwy. w P.Q. Box 1008 a Kitty Nawv., NC; 279*9
252 281-3266 6 Fex: 258-2'61.17611 4
3-D TopoQuads Copyright ©1999 DeLorme Yarmouth, ME 04096 Source Data: USGS ?-- 11000 ft Scale: 1: 25,000 Detail: 13-0 Datum:
zoo I.

BISSELL PROFESSIONAL GROUP, INC. 6852
NC D 12/21/2001
To NCDWQ

200.00
s
BB&T Launch Landing 200.00