19990658 Ver 1_Site Plan_19991213

• PATON/
h~~~_ ~~-r ~t~ e,~ur~~~,~v~ ~~~r:~srr;rw;a ~~~;~r~~!~~
i~s~ f I .r
r, ZUCCHINO
j „ y0. ~`.~r~...-.,................-.....,..,......~..,,..,,..~..--.........-......_,..._.~ .............~.._,.......,....,,..-.-...-..-.-..~..-..,..,....-,...-...,.....,......«....„,,..........,.......,.............,.~...,.......~...,._~....._..........,......,.,.....w...-......... ..,~.....,,,...._......,..~......_......._,~»....-..._....~..-......._,..,....,~..-.~,..,.....,._............,......,....,~......_...,..,.......`___........_....._.................._.........,,_..w.,,,...,,,...,~..-..._.....,........,.....,..,_...---.~.~-.....,.~,.._........_,.,_, & ASSOCIATES, P.A.
~f ~ ..ejAY f LANDSCAPE ARCHITECTURE
4(~ f /i r AND LAND PLANNING
~ ~ Suite 101
Ir ~ Zf pY ` , 1 } ~ 1;~,1,~ 1,. 1001 Wade Avenue
t 4 ~ Raleigh, N.C. 27605 Bus. W9) 9) 834-8620
r ~ ~ ~ ~ w DUPLEX UFT 1 i l l X 1 1 t a ; 1i~ ~ I I Il! III f {I ~1; ~ ~ i ~ 1 t I i ~ ~ FLEX LIFT ! i i, . k ' , ~ ,1 , , ~ Fax. [phone]
' is ~ ` rA . ~ ~ - . ~ ` , STATION 1 f r i 1 1 I i 1 1 ~ ~ I ~ 4 ~ ~ , ~ 1 1 ~ , . ATiON 1 ,1 :.t ~ ,i: { t, ,I www.paton-zueehino.com
} f ;i 1I i~~ I II ~,1 .,},lily ~ ~ i + 1 1 ~ } ~ ~ ! li~~ ~ ~•t y Ei I ltil ! t. ? i~~j i ,i(( ~ ~ '441 1 s~ ~ ~4i email.pzafpaton=zucchino.com
i{ ,e li ~R 3 i 1 1. t i i E I t ~ 3 i I! I I! t i 1 1 1 I 1 ! ~ t,~ ~
- ~ ~ ~r ! 4 PVC ai,, It ? ~ 'I t c i ~ tt}li~,~, M}II}~i ; ~ ~f``i i s 1?~,I Y ` ~ I I l ~ i, 1
~ y WATER LINE ~ , f~ ; ti. I ~ 1 ij 't } 1c li,l ~ ~ { i It~ ~1~ ill
~ ' ?I i 1 111 ~ : I v ~ ~ ~ y ~ ~ I t ~ i '1 s ~ ! ~ ~ ~ ~ 'tip w ~
~ ~ j. r i ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ ` 'a
1 } ~ i ~ ; r, k 1~y, py ate ~ ~ I i 1 } S ~ ~ ~ 1 ? • ` `a'
~ i N V ' A i I 1 ` 1y 1 a ~
1 } 1 s . ~ ~ ~ ~ ti • Engineer:
` 1 ~ r ~ \ \ ~ t ,.--r~ PROPOSED COMMUNITY
~ r ~a, 1 ~ ~ H 11 1~,~:,:~:~::~:~:~:~::;`:~:~ 1 , ~ fi WELL WATER t ti ~ t t t ~C w 4 i ~1 STROU
~ , SYSTEM . ENGINEERING
r,. :.r. ~ I I ~4 •i~ 't i ,1. t J .f'" .--"ter ~ ` ~ MOREHEAD CITY, NC
t sr y ~ 1 r PNEUMATIC
~ 10 SINGLE FAMILY~~ S ti t 1 t _-r ; ~ ~ TANK ~
RESIpEN11AL LOTS ti t , ~ : ~ ~ ~ ; 20 ooot s~ , , 1 ~ o , ; /
`z ~~,1~,,\ FllEl SERVi ` ~ ~q ~ ~ ~ t, i r,,.,:1•- „e~ r o
~ SEWAG~~'UMPOUT t ,~-rtt~ ~ ~ t .•r,". ~ ~ • Surveyor:
./mil s.-~.l:,~: ~;,';~;r; Y° ~ o ~ K~ i ? - 1 f d
„ 1 ~ ~`Y/ if ° e l ~ S i"'J' ~ j i JAMES A. PHILLIPS
/1 ..,r::.. ~ y.: / ~ ~ / ~ i ' SURVEYORS
`fi`r ~ ~s 1 't { CARTERET COUNTY, NC
COMMERCIAL BOAT SLI S 30 GPO 5UP 7B0 t~'O <;; . \ t ~ ~ ~ 4 .PVC 1 ~ ~
WITH SNfPS STORE. ~ ~ ~ ~ s. J 1 i 1 e , , ~ i ~ ~ ~ WATERLINE _ . , f ~ 1` i J ~ ~ ? I f .,~1'
~ ~ x:.:..::.::..:.:.::::.: RESTAURANT 50 SEAT 40 GPD SEAT 2,000 GPO . i " o e l ~ r` i ,^r
RESIDENTIAL n
34 LOTS • 3.5 BEDROOMS OT d 120 t~PO OROOM r, ~ v . ~ t t t z , ice.--'' l ~ 1 r 1 i ."y ? ~ i ! ~ r~,. ~ I• ~ r' ft >.,1.~..: ' ? ? q ter' . ~ 5 1 5 1~ •Y ~ , 1.~ ' I j ` ,.".'.',".';.','.;'.'.'.'..•:.'.':''•:'.';.'.'~.:".,,:':~b:'.:'.':',:.'''•'•~: C~~~: t ° ° 1,../' „''r'^ ~1, 1 ? i ' y 1 1 t f ..lf i ~ M1 i,!~~; • • Owner:
~ \ TOTAL 17060 GPO : : ~ ~ r l 1 to f :1, ,i IX 1 ;1 t t t ~ ~ 1 t 1 r 1 t 1 r -t" ~I i 1 i THE SAILORS'
. .y Y~- , , , 1 1 1 l i~} 1 ~ ~ t ~ ' / i ~ ~ t ~ + tic ~ , ~ t~ t ~ WATER LINE t ti , t } .
\ t 1 I ~ ~ ~ i; I } t t 1 , s ; A~ ~ ~ t ins ---r"` ~ ) i , ~ ~ ~ l , SNUG HARBOR
I SNUG HARBOR OPERATES A 20 ~ °~6'• THE SA LORS° OtK~ GPO WASTEWATER ~ , , : r ~ t , I t ~ • ,$:'~~~4RC.E:~:M'A :::TO:~~ r us ~ 4 a 1 t t , t 1 } ~,,..U . sJ, at ~ f t t ~ y 1 4 t i t ~ i ~.~f,,• i r j ~ c 4 t 4t ,I r ? S ti 1 u. (J f 1 I t "1 ' Wl~~ A: . ' T ~ ~ ~N r +•19~ } I l ' f SEA LML, NC ,it( T
TR ATM T FA L,ITY UNDER NPOES PERMIT N 7 : E EN CI C 00212 . THE ORIGINAL ~ t i 1 t .^•t f J I ~ , "a, ~ . 1 1 4 , ! f ~ f , .rte r^' '1 f` i l + t l l ` 1 f t t ~ S . J~..., / • 1 / R t 1 t a ~ 1
PERMIT ALLOWED FOR FUTURE CONSTRUCTION ON PROPERTY N W . 0 7 ~ 1 t ~ ~ ,1 r i , t rr. ~ F 1 C s ~:SN C:~ H: : A TY. l ~ ~ I' I t ti / i ~ ~ ' . ~ 1 •.•~i' i0tfY.
PROPOSED FOR DEVELOPMENT. PRE~I+IT PEAK S~:WER FLOWS RAN } l ti 1 1 -1:~: 1 "y~ ~ , 1 1 4 1 •~l,..: 1 H 44 t I i ! ~ J 1 ~ .r' i f • ~4"s ! i t i 1 ~ 1 f t t 4 6~ t, t y , t 1 ~ • 4 ! 1 ~l 1 'c i k'" 1 E/ ''C ~ti 4 , r i ! s ,i" 1 1 h 1 S : i ~ •r s ~ i1 n f ~ E
FROM 6,000 8.000 C~'D. THIS PRO~CT ALLOCATES 7 7,060 GPO ~ ~ MINIMUM TO THE TREATMENT FACILITY. ADDITIONAL AU.OCATION ~ t t ~ 7 ~ i t i i 'S~ } : } . 1 t ~V i~'' { r 1 i 4 ,4 I," 1 i t r` 1 'l S 1 :r•: ~l 1 4 l t . 1 1' tt 1 i 1 ^k t 1 1 1 r r t ! i t t 'i ~ a, `'w v .1 1 i
1 FLOWS. . . MAY BE AVAILABLE PENDING AN AUDIT OF DAILY SEWAGE ~ : ~ ` U ~ ! .i r } :1 r ~ t k 1 t t 't ~ t f i 1 ,d-"' s sv , , 1 4 t k , 1 1 r , ,i ~ t' G.. i" r ~ v f~::::: si t • 1 , ~ ~ i 1 t 't rig'.: .'._p,~,. rr,^ U t ~s , ~ ~ ~ 4 L- t I 1 l 3 I , 1 / a 1 : 1 05
t, w ~ ~ , F r i ~S , at ~ ~ c a t- 1 ? 1' 1 1 ! ? , , „ ~ ~ i ~ ~ 'i 1 1, ...~-~i 4 1 Y l 4 f ? t 1. '.':,•.i"'~....,........::.'.....~...:•,...~...:...'..;~:."•~.,..~•.'•::'~':,:.'.'.'.'.'..~yi!•..:,:'..•:.'.:....':~..,:."•..'.':'.':: 1 . C t~ ~ 1 t f r ~ , ' 1, ti, ~ ~ ~ ! 1 ~ ~ I~ t t, ! 11 ~ ~ M t , t t s ~ ~ ~ ~ l ,R r 1 R~ I t "
f t , t f r , 1 t } } 1 ~ t , r t.. ! f ~ ,„,-^"'1 1 r , 1 15 t ~ ~ 1 , 1i , 1 1 Y , ~ ~ ,.1...'.....•.....: • f, ,,......'....'."•,.."...r:....•.....:.... • - • , ! 1 t , ~ e 1. i ~ t~ , 1 , ~ 1 ?
4 ;1 r , l .1 i } . , r t i F t:' 1 ~ I j ~ . 1 t 1 1' 1 1 r 1 f .;.lp, :;.1 . V i 1 ~ ~'t t i i ~i i i. 1 ~ , ~ 1 ? ;1 I , r 1 r 1 t 1 ~ t ~ ,t l t , ~ c' i t t , , ~ , # ' • y} i ,f. i a~ t l 1 1 t 1l i, 1 i ,r l 1 1 1
i t 4 Q{ 1 ,i i E E 1 ~ti f 1 1 V ~f t i E t' ' ~ , ~ l I r :1 ~ ; . I t 1 . • ~'1"~;, ~ 1 it 1.. ~ ~ , t H . t I , • Project:
y ti , ~ i 1 l t , 1 , k., t • , i , 1 . i r ~ ~ 1 t t ? . i 1 , f 1 1 . , 1.. t 1 t9 t t~ , ~:a ~ ; . ! l~ i } 1 1 ? ~ • , f t 1 t 1 1 i f, ~t ~1 1 i I 1 ~1 SNUG HARBOR
M.H. LENGTH SIZE SLOPE OUT IN ~ :.a::; f ~ . •r . s - { t • ~ r 1 1 G I l ~1 1 1
.a,...,.;..:.. .k i ~ 1 - 2 146.61 $ 0.4% -0.96 -1,55 ,},5 , - 3 ~ rY ~ ~ 7 .Y' ~ l 1 1 ~ ~ r { i 1 'T' 1 ~ t ..T. i i 5 ` 4 ~ 1, t 1 ~ I ~ S. f t • ' • • ' , ' ; , • , ~i' , ' ' ~ :.'."r' MARINA VILLAGE
2 5 209.70 8 0.4% -1.65 -2.49 ~ ~ / , : s . 1 ~ i , I , l 1 5 f ~ I 1 s ' t l q I / 't 1' I' S 1 t 1, t r t~ ! t l II ? 1 4 ? tt t~ 1 1~ l i ~ i ~ , 43•.. r t ~•~r', ,I 1 1 l t R t 1 I r i N ~ 1 1 l 1 l t i ; f ~ ~ i t 4 t r , ~ ~1 t 1 ~ ,i 1 y , / ~a ~ t 1 t t V y` CARTERET COUNTY
~ ~ r-...~.~, 3 4 196.70 8 0.4% -0.96 -1.75 ~ ~ ' : ~ ~ , s ~,r 1. t i 't i 1 I s , l 1{ ! i 1 1 ~ { { 1 i ,~5~.1 E t, 't ~ i 1 1 .'i. i l'. I S •~r 1 t 4 t i t t ~f ~ i :1 . 'l 1 1 ~ 5' ! i i t 1 ~ ~ ? 'J'` t ! i ~ ~ , 1 , r ~ t t • i ! t !1 P `t i S ~ ~ r~~ t i i ' i 4 , e 1 . 1 ~ { 'i t SEA IVEL, NC
» ' ~ s ' ff i` `ti~,t ; l 4 - 5 158.30 8 0.4% -1.85 -2.49 ~ ~ c ; ~ ~ ~ I, i j 11 t 1 I ~ 1 1 P:.•....'. t 1 i / 1~ I t f 1 i 1 ~ 1 1 t 1 , t 1 S t S ~ L. ! ~ ~ t ~ t 1 t ? it ;t-~: , I t i ? L'. t { j zi t 4 { ~l l ' 1 1 i 1 t 1 ~ i ~ tr-~''':: 'ti:':. 1 }1 ~ 1 ,i
:~11 i s; U 5 - 6 290.85 8 0.4% -2.59 -3.76 ` ~ ~ . ! t , ,t ` , I; '1 . l ~ i i i , i ~ 1 I; :.i-~ 1 1 .A i i f t { t% r ~ i i , / 1 t t 1 ' y i t ' 'b S t l 'w t i 1 1 t i ? 1 sl i ~ ~ ! ( I ~ Il . t t 1 ? ~ pp 1 1 t 1 , I ~1 i~ 7 t . 4 I } } j i ! 1 r 1 ! S ~'t 4 ? t 1
6 - 7 121.41 8 0.4% -3.86 -4.35 x:::::~ ::::::.:.:::r F i l~ : t 1 ~ ~r t' ! '1 ~ r i } , i l t 1 y , ~ ~ ~ + ( 1 1 1 t ,r' { 1 1 f: ~ { 5 ~ 1 ~ I t i .t 1 t ~ 1 : } t ,i i i ~ ~ , } 'c 1
7 - 8 291.20 0.4% -4.45 -5.62 ~ ~~~-1.::::;;:,~::~:::~::::.:::::;~:,:::;: 8 _ 1 l ! , ..J L<'... t 1 ~J r r1 ,1 t i ! 1 1 t 1 ~ i I~ ` 1 l f ' t, l
8 - 9 186.49 8 0.4% -5.72 -6.47 1 ~ - ` + . ~ '4' - ' ~ ~ f i ~ u/ r i 1 ~ i ~ 1 t il. i, } ~ ~ t ! ,,t' ~ ~t ~ 4 !
f.:: q F a 9 LS 50.00 8 0, p -6.5 3. , , _ ;f ~ ,,~U h ,t I 4 v 1 ;F'.'' 'r. i t a ! , '~t f I \ , t' 1 t • . 'l , I °t- t ~ 1 ` ~ Ii '^4 t ~ i t• 1 1 ~ S S 4 1 , 1 V { r
N 14 - 13 154,19 8 0.4% -5.85 -6.47 ~.a ~ r t ? f c , 4 ,i~:::~~~~.::~:. s ~ ~k ~ ~ 'I t t l ,1 i t 1
13 - 12 437.31 8 0.4% -4.00 -5.75 " ' n ~ ~ , l 1 i r~,. i r! . r i :I ~ , r ' r, , i r 1 i ! t 1 , t ~ t li`i~ ~,..w. + t
~ ~ 12 - 11 147.19 8 0.4% -3.31 -3.90 C,4},_°r . t ..a t c U ~y. it t 1 t l l 1 4 •'1 1~ a i n 'r , ! 1 J ,r. I 1 . 1 i t 1 1 .1 f `v~ ! ti l N 4 1, '1• J.
11 - 10 156.87 8" 0.4% -2.58 -3.21 f l f 1 te'n'
f b ~ I
10 - 9 133.65 0.4% -1.94 -2.48 ~ `M \ ~ U ~"T'' ~ ,1 ~ ~ •,t, .
/ ~ ~ L 4 ~t, + 1.:.::..~I i; _ r ~ NELSON BAY
n ~ ~ ' ~ 4'l.a
+ ,
t ' ~ ~s
i Y ,N Y"
~ .h ` 1 ~ , r
~
~ ~ ~ ~ .~~~.~-4~~~{~~~+~ ~ ~ ,
1 ~ G ~ ~ ; } w
a ~ ~ , ,r
~ f r I ~ t . 'T~ ~ ~..k , '~t-r'.~~yS ~ m 1
} + qpp r 1
131 , L. d 4 lei, ~ W
ey ~ 4 1 ! 1 •r
CC „ • Sheet Title:
~ r
V `v PRELIMINARY
t u 4 UTILITY PLAN
tr~ -411
~ qr,
/ L
r 3"f
r11 A-v
t ry cSCALD 1r=100'
aZ .J
/ j Issue Date:
JULY 11, 1997
r' ORIGINAL SUBMITT
r' iy u
Revisions:
OCTOBER 8, 1999
RESUBMITTAL
r /may Project Number:
r ry 0283--0020
100 0 50 100 300
i ? r ? ~ ry rl ? Sheet Number:
r
S8
N:',PR!1sl\Snuo31N ~\Sht.Nwa Thul Ort. 07 9F:33:40 1gg9 KFN TNQMMnN

•
.a PATON/
. ~
ZUCCHINO

& ASSOCIATES, P.A.
S 1 NG LANDSCAPE ARCffiMMME AND LAND PLANNING
VOLUME OF CUT FROM CHANNEL C Hq NN :,o?::,:o..:~:::::: . EL IVN suite 101
w•...;...:,.;., • . DREDING OPERATION g~-~. CHANNEL t r r (3595 CY ~ CEP ~ ~ se 1001 Wade Avenue
~ MARKER 2 • ' i:' ~ x . TO SPOIL RETENTION BASIN ~ • s f / _ MS ~ / Rale• h, N.C. 27605
C aa~~~,,__~~ ~ sr 1::: i IV CHANNEL 5~ MARKER 1 Bus. 919) 834--8620 Fax. 919} 828--7068
" +r.. . / ::a • ryry 'V O" / ~i•:: 1 . ~ A www paton-mechino.com
o•;. •o , ~ 'pMl•' t:: M / q 9 ,4 x :r':~': ' o v •..w.. , 9~` ® M em?ail:pmepaton-mcchino. com
x ~ .•r•' . / R•,.~'• / V / p x~~ ryw
iiff / • y~ ~ 0• O :.•'r "k is : p. / 7~ ~ 1 '~T r ~ 1 ~ i ~ ` ~ ~k ,,....,M
:•i: ~i, . / Q • M1. Sri LL .e_ x . tie ' : / x• w. - ryo xy~ j• ~
r.... m 1.'::::~ ~w ~ ~~w .
•:r , . . y ~rr 'M •ele' . A:::.: . a T HA I I R 1. / w
. • . ;l- . . . , ~ .;r: N T BE B y t;.,'. ~ ~ .
y,. 1 J. "i 6' fi M N W WAT ~ EA Lo ER E ;.t::....: . . • Surveyor:
~ f 1 ~a. r e ~ ;.:y,-: 6 r „ . , ry e r.
5, r'; ; : / ' ~ ~'E:.•::~•:•': f '.C. ::•w: ':A:::: s JAMES A. PHILLIPS
} ` J ~ . ••l~•':••'~ l ~T ' .•r> 1 ti, . V ;.t w,. • f; ; n~ ' ~ J ~ . 9 S w',•- J f,.. I V .1' SURVEYORS
i : ;r•;~;:"; : I •a ~t r••~: ~ ' P• 1Y r` ~ t 1 f I r ~~,e- % BEAUFORT, NC
r .r t A r r ::i , 1g / 1• x r ~ x / ~
r " ~ 1~. e f ~Y / 1
P r-
~ v, r~~4 ~ ti - f , ~ ~ ~ M .
1 0 ~
1 1t 1 „ • • Owner:
' , ti::: ~ ~ ~.c-- / ~ THE SAILORS'
1 , +.,ej~41~r 1l i, ~'Gl tt; It ~ 1` ~ + ~`~,,1~Y~'.~^,~,"~~+~^.`y~`. ~ i ~ f 1! tia'::: ..1..
s tit( kt ~ a t,+~l,,, ~d ~ .ti 1 ~ ~ ~,.~,r~,;,~. \ / ~ i ..r" y~-" x0 SNUG HARBOR
r, tt' t~t ~,'c1' }~~1 ti~ t 1 \•,tt1 t ; ( \ 1 ,~t~,,,~ttr,F~~ti~i}! • ; v~,~t~~ 1E, DISCHARGE PIPE ~ ~ 7~~1( ti ' / :4! y 4 k' \1 ~ + t ~ ~ ~ 15 1 "Z"."ti~.~", `•.;~i ~ ~r ~ y,^ 1 f f r` ~ ~ r. ~ , / ~RlGII~AL PIS©POSED ` SEA IVEL, NC
f t~~ ~,~4•~, ! TOP OF SPILLWAY EI.E~=8.5 ~ , ~.A~ 1,, ~ ~ f ~ nx xo~ CHAI~lNEL AL.IGIUM~NT t ~ / 0
,,;il ,tl~ , ~ ~ , ~ , iNl QTH 25 F7 ~ - 1 r ~ ~ 1' ~~t ~l1tit,1, 1 ~.',i t'~~}'~; ~ mow. a,~ / ~i %0 ~ 'a ~ ~ • i
1~
1 ~ 1~~,~~~ 1A1t>; ~E 1~~t~r~, i r. i r~G r , . ~ i ; ~ ~i~~ u , ~ ~ EARTHEN ~
r ~t~h,;,~'~°,~ , ~ APPROX voLt9ME , ~ f r, ~ , w.~, , ~ ~ ~ ~ ~ , ~ , , ~t`~ ~~~'!~i ~ ~ ~ t ~ ~ PLUG ~ ~t~~~ ~~1 v, 11,~,t~ OF EX SASII~ t 15,000 CY t , y . `s ~ ~f ! ~ •S F ~ q f ~ r A 0
~ 4t1S ~t X011^ ~ ~1 l`1t~E,j~\4~1~` t ` f ~ ~ ^~a v.' ,..,v °~t~ f 1 ~ ~1~!,~, '.~t,1~,~„t ,VOLUME REQUIRED ~ r I ~ ,.a~ ~ . ~ ~ ~ r ~j ~ ~ ( P
41, , w...._ dl, ,x 1 r 4 % • Project.
,r _ SNUG HARBOR
y' x `.,tit \ em+~ ? ^t r • 0
\ a 1 ~ SILT FENCE ~ . l ~ ~ ~ , , ,t ti 1 r`' / ~ d it N ~ , ~ ~ ~ a EXIST) G SPOIL 1 , ( ~ 4` 4. ~ ~ ~ , .,`f MARINA VILLAGE
i ~ 1l l f ~7 11 ~,tt~~ ~,5, , ~ ~ ~i~~~~~1 \ BASIN BE ~ ~ , ~ ~ i r , y , ~ ,ter. ~ t , r CARTERET COUNTY
1 ~ ~ ~ ~ USED FOR CHAN EL ~ s e. SEA IVEL, NC
` ~-_5~,,~ ~ DREDGING OPERA ON ~ ~ 1, ~ i i r r, r1 111 ~ ~~z 1l`.~ ~ 1 r,~i' .-...T / c}j~
i ~ ~ r~i.~rr V 1 ~ / e ~ ! , ~,A\111 ~ ' 1 1 i. ~ ~ (f ~ ~ i/
, , 1 f
/ ~
• ~
r t 5
' t ,\i~,~l'~ ~ h 1 • e dal •,ti e ~ ,
f t , \r 0 • l` ~ fe f • f ~ ; ~ , RECONSTRUCT BERM a~.._ ; / , . l ~ i ~ '7. ,t.r t.
4 ~ ,e~ , ~ TO MATCH ADJACENT 1 ~ ' ,1 , , ~ , t ~ ~ t
o ~ ~ w~ , BERM DIMENSIONS 5--7 ~ , r , t r . i'. ~ 1 '
t : ' ' : i
VOLUME OF CUT FROM
BASIN EXCAVATION . `,t,llltittl/`mot*'"f~ w •Iu~C~,~~~i
f30,73a CY SPREAD
ON SITE
SCALES ~"=100' ~"'~~`a"r- ~ ~ ~ c`am'
100 0 50 100 r 300
14
I EA THEN LUG BE AINTAI Eq
2
10
XISTIN ARAN ONED OAD HIGH WATER LINE EL=1.5 --L=1.5
6
EXCAVATION/DREDGING SUMMARY LOW WATER LINE EL=0.5 :L=©.5
EXCAVATE BASIN 30,735 CY 4
DREDGE CHANNEL 3,595 CY _
TOTAL 34,330 CY 2 "W.%Nw Wo ft 10 "m "m "m It No mm ~ww I I"* "m at" a" "m AM ~w 11 "m a a. "wmm .74 NAM "m cm EN of e u<H sra +35 0 MEAN SEA LEVEL ® Sheet Title:
CHANNEL LAYOUT
SPOIL BASIN`
TO OF B LKHEA El= .0 EXISTING BOTTOM
T D -2 z~
.EX TOP OF BERM ELEV=10.0 7+00 - -4=Lo c~ cU
POINT OF DISCHARGE EXISTING BERM FLASHBOARD RISER 0-70M _6
TO BE BEYOND DISCHARGE PIPE P POSE CHAN El B OM F--
MEAN LOW WATER -8 „ Issue Date:
4 4 ' 4 57<D
JULY 11 199, ORIGINAL SUBMITTAL
00 .00
EROSION EXIST BASIN BOTTOM ELEV=6.0 HWL 1.5 o i . Revisions:
CONTROL Z-17"m 4-7.5, -qm~p wo T~-. Lo L 0.5 OCTOBER 8, 1999
FENCE RESUBMITTA.L
+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
. Project Number:
BRACING AS REQUIRED NOTE: FINAL DESIGN TO BE PREPARED BY PROJECT LLL
ENGINEER OR DREDGING CONTRACTOR. A BASIN/CHANNEL PLAN 8c PROFILE
-zoa,e DETAIL , SPOIL RETENTION BASIN -20G-18G-1e"140120.100"80-60-40-20 ° 2°'° 60 80 100120140160,W200 0283-0020
HORIZONTAL SCALE 1 "=100'
CHANNEL SECTION C VERTICAL SCALE 1 "=5) Sheet Number:
N.T.S. s-s
S7
u.'. nnn i\ c..,,,.o\ ni.im ck~7 a..,,, rr,,, nix n~ nc. no. or- nnnn vrni runhenenni

1 ' ! / / / r "f/) 1 F l ( /l i1 / J"^~"' •/%r~ 1!~ r / q it ! i f ~ ~f ~ Iv ~y~r~ A ~,f~ •r' `x
~ r ~ ; ~ ~ I~:~~' l f I l r%/ f I _ , ~ / I . ~ l l~ I r Ir l l/ l i ~ , ! t / / . i f r l l l • PATON
/ r1 ~ r 1 ~ i` f ~ ~ 1` r l fl /r ~ I /irlr l; l ' l f ~ f lF 1 / / ~ l 7 ' r ~ ~ r~ ~ r . ~ r'.l X ; { ~ l ; / l r . k ~ /,f, / ~ , / , ! F l , f / l t, I l' r `7~ ~ ~ f I / i F l 1 t : • l ~ ;
l r~ l r, r / ~ I ~ j` ~I r~ l l r r I li i ~ j r l~ ~ ~ iJ, it i . ~ fr f ~ l ! ~ ~ , r r f l i / r l 1 / l l
1 ~ i , / ~ l l ~ % ~ r ~ 1 r~ l l ~ ~ r f / f~ ~i l i ~ l t, r i ! i! i J l / / i f I i' o r l l ; f / t r % ~ ~ ~ ~ I / r ; J / . ! /J l F ! ! i~ r k ZUCCHINO
f~ i I ~ / ~r J ( ~ i / r r l r / ~ ! I J ~ r ~ ~ l; l i' r~,~,Irf~~ ~,/~~I~ ~ l l f i r~ l l; r i ~ 0 / ASSOCIATES, P.A.
r ~ ~ ~ , r I l r r l 1 ~ r, ' i I l I i l` J l ; ~ I~ l i 0~ r ~I'` i t l r t, i ~ I l q I / I r, ; l / r , / 1 / , l 1 1 I ! ~ ; ~ X ~ ~ ! t ~c~ ~ f t` ~V~I i X i ! i l T / F i ~ l l l r f, 1 ,r / l l / i f " f r ti LANDSCAPE ARCMMCME
r I; / f l r r l, / f/ ; i ,k;'~;r ~ / o ~ l; ~ , l r T `~,r AND LAND PLANNING
~ ~ ~ / Ili 1 J I ' I ~ / r I I r ~ I !I ~ ~ i l l ~ l~ ,r i r~ r ~l I ~ / ~ ~ l / ~ l l / r l l, F l; I l/ l I l i t / l f l • ~ F ~ l a ,~~r ~ ! r/, ,I/ r l / if - ~ ry Suite 101 1001 Wade Avenue
/J)~/ i f I / r r . ~ ! l i f~ i; l l F ' • ~ l ~ Raleigh, N.C. 27605
RESIDENTIAL SLIPS i , , r ~ ! I 'tea l ~ / / r f l r ^~r l ~ I l ~ l ! l rl ~ r f f ~ n% 1 /I F A , l r ~ j t l ~ , t r i ~ f ' ~ . ' , l , ~ I t r r . / / / ,r A~' ~r ti~ ! 1 I r l I / , ~ / t/ / / . .ti•. Bus. f9l 919) 834-8620
t ~ ~ t r , I r ! l rl ! , / / l1 / ~ i l l r ~ / , I i I ; ; / ; r / ~ r l ; ~ o y~ Fag. 9 ) 828-7068 www.paton-zueehino.com
. ~ ~ r / / / ~ / / / 6 / ' ~ l '"7`` s ~ ~ r ~r f f , i ..:...~:.W email:pza0paton-zucchixno.com
l , l I ! Jr / , l ' r ! l / i /
/ / / / ~ x
• • ~ ~ ~ /
• COMMERCIAL. SLIPS r~~," ~ , ~ l~ l% l r l 1 l F I ~ fir'
32 Ff X 35 Ff TYP ~ _ ~ . 1 ~ `t / l / l l r l r l~ 1 r lU r ~ / 1 , f / if ~ ~ ~f
END OF ~ ~ / i ~ ~ F ~ ; ~ l ~ I / o ULKHEAO ~ , r I , i f > ,
e ,w.~ ,1 ~ ~ l,` ~ j~ljf `END OFD ~ / ~ ~ l l ~ r ~ t, , l , ~ ,i -Surve or:
ii e ® o • • • e i t C' ~ f l A l ti h t r r y
s ~ BOARawALK ~ ; ~ , ; + ,l ~ ~ , ~ / / ~ , ~ ! r F .w 7 J AMES A. PHILLIPS
~ ~ ,l • • $ 1 ~ ~ ~ ' . E ~ to °``•...,,r ~ ~ ~ I "'c"'.~ ( / t r~i ~ l I , / r
i~ ~ r`I /r ~ l ~ i , r ~ ~ ~ ~ • ~ SURVEYORS ~ N
~ I ! ,i~l BEAUFORT, NC
' ' ` ~ ~ ~ ~ m ~ ~ r ~ ~
U H ~ ~ i r B L.K EAD ,1 1
TOP ~~r-~,Q ~ ~ t ~ X
~
1 I ,t l t , r, f ri ~ ~`^r,, ~ ~
N.T,S. S-~ ~ - , 1l ~ J BAY • Owner:
i l~'~ ,r { ~ 'i/ i~~ ~ / 20 TIDAL ~ ~ • N CLOSED SHEI.LFISHING ELLMSHINC} THE SAILORS'
I f t , j r r o CIRCULATION ! t~.• o 'x"~ 1 CHANNEL / i ~ / ° ' N lam, , ti ` ; / • SNUG HARBOR
l ffr ~ t ~jr-~ ~ ' ~ B ! ~ ~ /
~ ~ r ~ ~ t ~f . ,ma'''y l~+„`:, ~ ~ / / • SEA IML, NC
L,~^:.,,~ II. i w f 1 I~j ~ / ~ ~ 4 ,,li n ~ i• ! ~ 0
TOP 1MDTH ~iQ ~ ; 60 PIPE WITH ~ HEADWALL AT / / / . .
„ f r ~ , ~ F E, EACH END L r/ ~ :i~. ~ ~
MEAN rtlcH waTER i,6 M~ MEAN LOW WATER ~ ~ r 1 ' ~ END OF ~ ~ BULK _ _ _ ~ ~ .,y ,
.....a ~ i ,7~' O.5MLW 1je
• t~ i t ~ ~ f t r1 ! ~ ® t i C1 1 . 6 ' '
1 f % , ® ~Q EXISTING ~ , ~ , 9 11 ~ ~
BOTTOM ~ , r . ~ 're f • 1~ ~ /E•. • Project:
PROposED BorrOM p ~ ~r
a 1 ~ °f 1 • dlt ` ? r f s ~ . . r . SNUG HARBOR
~ ~ 1 ~ ~ 1 Op ~ MARINA VILLAGE
,.i , l : ~ .i. CARTjERREj[T COUNTY
~ N T.S. S-5 ~ , ? ~ M~, ~ t ~ r' 1 d ~ ~ r ~ a Q ~i' r ~ ~ , SEA I M EL, NC
,t • , ~ ~
'r 3 • t ~ r ••1 ~ •(1 r' . ~ • ~ t 1 ~ F 1 ~ • i'
3 1g' d ' ' o \ ~ 1
o~. , n t , • • , , ~ ti,•.. CR
• rs • R - 6 4 / h B HEAD . . ~ S ~ S V . . ~ C ~ ~
za°o^ ~ M ~ / C ~ • ~ r ~ ~ 2E C CI o • ~ t
z'a° coNC. caP • r C S ~ " ° e ~ ~ ~ ~ l • ~ ~ • ~
+ s.o+ ~Lw ~q p
~r f . ~ VI{~ l„, r i r ~ 0 rY 1 r ~ • ;J / • it
A 10 `r~
S-~ • f
1, f. DRAiN HOLE ~ ~ ff eri '.TjY al' . a f ! ~ 26 ~ ~ ~ q r/ ~
O.O MSL ' ` , , 11E ROD ~ , % • . r i , • ~ a
l~ SAND BACKFi~I. ~ 1 l • G i ~ • t ~ ; ` 2 PUMP MARINE ~ •.I ~ .
CANC. DEADMAN t 1 1 ~ FUEL SERVICE ANDI , . • tf ~ ~
1.5 NLw I WRAPPED ROCK FlLTER ° ~,~F 4 1 SEWAGE PUMP OUT • . FUEL SEWAGE f~ . ~ • . ~ ~ ~ •
3 ' 1~ PUMP Q~J'i' LJP , F . • ~,4 • . . • ~ .
= A / SCALE 1-60
t Se it,
10` P/S CONCRETE MEET PILE TOTAL CUT FRONN BASIN STA 0+00 TO 470.0 A ND 0+0 TO 41 1 0 2 3 574 CY 380
T _ 60 0 30 60 180 OTAL CUT FROND CHANNEL STA 4+12 TO 9+70,96 4695 CY 180

-17A I~ILw FlNAL DESicN WILL 8E PREPARED BY PROFESSIONAL ENGINEER PRIOR TO CONSTRUC110N,
14
14
N.T.S. S-5 1 EA THEN LUG BE AINTAI ED 1~
l y, VV vV G W1VN 11 IV VI' II1G M RIIVH 1 IL IKI
4 4 1V 10
EAS TO OF 1BULKHEfiD EL= .0
Y 8
0 0 XISTIN ABANDONED ROAD HIGH WATER LINE EL=1.5 • Sheet Title:
6 6
- LOW WATER LINE EL=0.5 4 MARINA LAYOUT/
4 - ~ !!r BASIN DESIGN
-4 -4
2 2
-20x180.160.141-12.0.100-60-60- 44D-20 0 20 40 60 60 1001201401601W200 MEAN SEA LEVEL 0 EN of BULKHEA) sra +35 0 MEAN SEA LEVEL
SECTION A U T T P fl E TO F B lKH EL= .0 J EXISTING BOTTOM
--2 W D Nl TER..:. AN...EXC :~fA.T D . _ _ -2
-4 = ,r>
2+00 v co Issue Date:
JULY 11, 1997
4 ROPOS D MARINA BOTTOM -6 13 ...AN4EL Z Z ORIGINAL SUMITTAL
--8 PROPOSED CHAN EL 8 OM _8 ~ n
11 1 11T 4 X w
DATUM ELE V W ~ Revisions:
-10.00 a a OCTOBER 8, 1999
N p 40 RE SUBMITTAL
+0
N Project Number:
-4 -4
0+00 1+C 1+00 2+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 0283-0020
-200"181-160-140-120.100-80-60-40-20 0 20 40 60 e* 100 120 140 160 180 200
SECTION nnn en, n n7 n 7n 4 nnn VC Ni TunkADQONi Sheet Number:
MARINA BASIN/CHANNEL PLAN & PROFILE
HORIZONTAL SCALE 1 "=100'
VERTICAL SCALE 1 "=5'

q • PATON/
IN LINE NAIL 5E1' CEMER ~ 1~ ZUCC INO
INTERSECTION ELEVATION 7.14' MSL J
ti~ ~ & ASSOCIATES, P.A.
1~N+ g ':ray LANDSCAPE ARCHITECTURE
7 "mow..... ~w..ti • fa~i AND LAND PLANNING
-..r-~,,, Yom- ~~-.w.,_ e~® Suite 101 1001 Wade Avenue
Raleigh, N.C. 27605
~ ~ Bus. 919 834-8620 Fax. [phone]
. ~ SILT FENCE . o ~ e . iii ' ( ~ i , .1 , s i ~ www paton- mcchino.com
. ~ , email:pza0paton--zucchino.com
. " : • ' i { ~ ~ ~ ~ ' ; ~ ~ NELSON
G , SWALE , w i 1 ! . ' 's 4 ' ~ t ~ i ~ 1 ' s ' ~ ~ ~ 1 S BAY -SWALE S ~ i ; I ~ ~ ~ iii ; ~ , < ~ i , y ~ , i , ~
-.r , , , ~ ~ i! w i i 1 1 \
~ , ~ . illil}}1 ~i , ~ ~ , . ~ I
SiiN ~ ~
,r ~ LIMITS OF s , , , , i ; I , i LOCATION MAP r i i i i ~ i, SWALE S2 S ~ ! I V i ! j+)
r„-'i ~ ~ , DIST DIVERSI . 1 ; ~ i 5
s E L . i f i I ~ l \ ~ ;l 1 • Surveyor:
i ,r /r ` \ \ t 8 I / sri FAMES A. PHILLIPS
, .S5 / ti,, ' r~ ti ~ ~ . r~/r~ i
~ SILT F NC . . ~ 3 . ~ ~ . \ • ~ ~ ' SURVEYORS
: w S EDING SCHEDULE ~ r /'r' r \ \ •.t \ BEAUFORT, NC
/ I I All disturbed areas due to construction and any severely eroded areas she I be stabs ized by the ~ r . , ~ ~ / x
e establishment of a permanent grass cover. The seed species shall be selected based an the type soil ,4 1' LIMITS of ~ ~ . • N 2 ~ ~ 9
present, seasonal conditions and other considerations. As an astemative, the contractor may use the ; ;,~;r" ; ~ , / . "l`~., / methads and schedules shown below; however, it is recommended that a specialist be consulted with ',"f . DISTURBED BAN \ • ~ . / - AREA \ ~ ,
attention iven to site s ecitlc conditions. : " . • AIL ; ~
Cultivate area to a depth of 5 inches A I ricultural lima at the rata of 4000 lbs. Per acre I ~ IN ~ • Owner:
lbs. Per acre ' Apply 10-20 commercial fertilizer at the rata of 500 , / • ~ NC ~ ~ • o ' d A
Kind Rate Par Acre ,,,y-- x :w • ~ w \ THE SAILORS'
Common Bermuda Grass ~ ~ ~~M~ ° ~R~ clad 25 lbs. w~,„ ,.a .,M,. P : 5 SNUG HARBOR
llnhu v ~.r,. Nulled o y ~ 1 y..~4t ;;,v;.. t ~ SEA LEVEL, NC
Pensacola Bahiagrass 50 lbs. Korean Lespedeza 25 lbs. ; , , ; ~S , ~ \ e ~ ~ ` N
Tall Fasoue ~ • ` 6 I R . ~ ! ! ~ , i
m Mulch with straw at the rata of 3250 to 4350 lbs. Par acre. " " ~ rr„„ i . ~y
Anchor straw with as halt emulsion talc coat apphad at the rats of 300 allons er acre. ti ~ / ~
o r n a reasonobi ort eriod of time due to Where is not possible to establish a permanent grass c va i y sh p p ~ k
I n ra io a Drat rasa cover shall be established, The tam Drat cover shall include ~ ~ seasons co side t ns, tamp y g p Y • ~ l ~
I nual rasa or small rains such as r rays. Tam Drat covers shah net eliminate the the panting of an g s g Ye 9 P Y ~ 'L 4 h i io r n to le f r in r ha ason or of er cond t ns a e at sus b a raw ~ " r rement for armanent tall cover. Wheat se equi p g g 9 ~~::::::`~:::~s.::::. ~ . 1 . ~
erosia resistant cover mulch ma be a hed• however mulch used alone shall be for 'iha ' . 3 • a temporary n y pp shortest time practical., A temporary or permanent vegetative cover shall be established as soon a J
v able. re fa r conditions a o 1 . ,.r'r ! t , • Project:
,
8 CONSTRUCTION SEQUI~tCI: , ~ , . s 1 r^' 1 1 4 / • 't 8 y k , 1 1 ~ .k SNUG HARBOR
4 k 'r, } S i 4 t r~ I I'~ { MARINA VILLAGE
1. Obtain radio ermit. . p 9 9 " I ; , 4 k 1 , i i i 4 1 , CARTERET COMM
S01L EROSION AND 5ED MEN1' CONTRa>w. NOTF~ . I ll r n i i it 2. nsta t ee a d other rotect ve fencin f re u ed° p g q i 1 ~ k. • ~ ~ $ • , ~ ; , S E . 1 , SEA IML, NC
1 ALL 5014. EROSION AND SEDIMENT CONTROL PRACTICES SHALL 8E ° 3. Instal! ravel antronng; tam ore diversions, silt fancin , 9 P ry 9 IN PLACE PRIOR TO ANY GRADING OPERATIONS AND INSTALLATION r7'"" , t k ~ , ' i , , 1 , 1 t k ~ , 4 , 1
• sediment basins or other measures as shown on the OF PROPOSED STRUCTURES OR UTILITIES a roved Ian. Clear onl as nacelle to install these : ~ . pp p Y rY , + k , „ I may,.. ~ i. 1 ~ 1 t a 1 1 y-~".'" t 4 ~ k 71 ,1
r". 2. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE devices. . , ~ • i ( , ~ ~ ' . 4
LEFT IN PLACE UNTIL CONSTRUCTION IS COMPLETED AND/OR AREA IS STABILIZED. 4. Call for ons~te ~nspectson by state Soil and Erosion { i 14 W t l 1 I ~ . , + , 1
I I i l ri a d bbin . Contro ns ec or. f a roved be n c ea n n ru ON THESE p pp g g g g ~ 3. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES 1 t~ : ~ 1 .
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "NORT'H ~ PLANS s ' ~ CAROLINA STATE STANDARDS FOR SOIL EROSION AND SEDIMENT 5° Excavate manna basin leaving in earthen plug at channel I~ , ~ , . . ' i ~ ti 8 ~ t , , t
CONTROL". entrance. Construct spoil retention basin for use in ~ dewatering marina basin. Spread and contour marina basin k , . / y ~a t i . , ~ k
4. AEI. INL,ETS> DITCHES AND CULNERT5 TO BE PROTECTED BY SOIL spoil onto the site in approved development areas. Install : e. ~ 1~ 1 , 1 ft ~ , I 1~ ,1 i ~ , ' Q~ ~ j4 , ~ti , s
EROSION AND SEDIMENT CONTROL MEASURES AS SOON AS THEY bulkhead and stabilize marina , ""'w CONSTRUCTED, : i ARE 9 • . . 1 1 . t t k 1 1 , t t r'r i 5 k i 1 t z t ( k 1 1 ,k 4 4 1 t •l 1 k k 1 } i 9 i ,,~„r ~t l• . q 1 t ` , i
6. Dredge open water channel directing spoil to the spoil 5. 4ANp AREAS EXPOSED AT ANY ONE TIME AND EXPOSURE TIME LENGTH ~ i 3 retention basin. After dewatering, haul dredge spoil, spread i l k ~~'s i i E 1 t i. 1 t . ~ l i . , 1 , , t t 1 ~ • . ~ ~ k i , 1 s t i , ~ .
SHALL BE KEPT TO A PRACTICABLE MINIMUM. and contour in a roved devela meat areas. Excavate pp p 1 ~ , i , • , ~ ~ .,4. k tip,, i ,f , , k __M.. i y ~ , ` \ i ~ 1 i i t } t t { ~4 1 ~ .l , t 1 ~ ~4 , , ~ t,, /
u land lu between marina basin and a en water channel. 1 P p9 p 8. WHERE NECESSARY, DISTURBED AREAS SHALL BE TEMPORARILY SEEDED AND OR MULCHED UNTIL PROPER WEATHER CONDmONS EXIST FOR i I ,1+ 1 i t 1 't , ~ 1 1 't , ~ s 1 k ; i , ; ~ i } Y 1 i 11 ~1 1 , t ~ t ! i , 1 t i 1
ESTABLISHMENT OF A PERMANENT VEGETATNE COVER. 7. Maintain soli and erasion control devices as needed. i ~ Complete rough grading of site. ! s E i~ i ~ l i , ~ . ~ , i •z , ~ , ~ , •
7. THE MAINTENANCE OF 501E ERASION AND SEDIMENT CONTROL MEASURES ; , . SHALL BE THE RESPONS1BiLTY OF THE CONTRACTOR DURING AND 8• Install storm sewer cif shown) and protect inlets with 1 ; ~ I , . , ,y
IMMEDIATELY FOLI OWING THE CONSTRUCTION PERIOD. UPON ACCEPTANCE silt fencin sediment tr g, cps or other approved measures i '1 ` , j ` ~ ~ t ~ ti ~ 4' t l t 1 , , 1 i t i 1 h ~ l i ~ 1 l t '~k ,k ~ ~ t , 1 , ~ , ; 1 f 4 , r'' ~ t t ~ ~
BY THE OWNER, THE MAINTENANCE OF THOSE MEASURES SHALL BE as shown on the Ian. Be in buildin construction. p 9 g 4 THE RESPONSIBILITY OF 111E OWNER. ~ m i t S .y I , k V i
9. Stabilize site as areas are brought up to finish grade j 1 i t , 4• f , , ~ , ~ , ! 3 j1 1 t ~ ;
with ve station avin etc. 9 ~ p 9+ b 0 t , , 1 + i, , , i 1 ~ ,
10. When construction is complete and all areas are p - ~ stabilized coin letel call far ' i p y, inspection by state z n ~ N i t ~s, •i~ t , l i
u,./~ r Soil and Erosion Contras Inspector. ~ , 4 + o s i ~ ~ .1 ti , 1 1 , 1
q 1 22.1 ~ ACRES 11. If site is a rov r '1 $ ~ pp ed, emova temporary diversions, sit 4. t, 1 t 1
fencing, sediment basins, etc., and seed out or pave any qs ;;;::yam r t
bare areas. N W I 4 ,
w. s & DESIGN ~TTLED YOP b :.:::::::::::'~.`''t:' + ryq~ TITER `,,till11trt11"i
MIN. ~ `~~~e,~ A R 0 ~
LF OF SILT FENCE PROTECTION ALLOWED 8840 LF 22.1 x400 EARTHEN PLUG TO REMAIN s _ ~\I ~o
LF OF SILT PENCE PROTECTION PROVIDED 10,590 LF ' a till/ INTACT AS EROSION CONTROL ~ MiN. ..L.... ~ EMERGENGY ~
TOTAL AREA REQUIRED TO HAVE ALTERNATE 4.4 AC 10590-8840 400 DURING BAS1N GONSTRUCTiON< - ~ ~r-PASS 6" >n 2;1 SiDE N 380
MEANS OF S&E PROTECTIVE MEASURES SEE SHEETS S5 AND S7 sLaPE MAX sELOw sErn~D TOP pf DAM f ~ ~Wd y s=ue
~ PROP. CONTOUR TOTAL AREA PROTECTED BY GRAVEL AND 4.6 AC ~I 2'-0" Min 2'--0» Min • GROUND
--ID-- SILT FENCE RIP-RAP FILTER BASINS Ta Width ~ p MI . SLOPE MAX D~rect~an
~ LIMITS OF DISTURBANCE Isl~? TI; ~ir~n~aRY DIVERSION SWALE of Flaw SECTION THRU BERM & FILTER PERSPECTIVE VIEW ari, ~
INV Jt;ALt 18 Mi Berm NO SCALE
SEDIMENT BASIN TABLE ~ GRAVEL AND RIP RAP FILTER BASIN
T.O.C.=4.03
ALL SEDIMENT BASINS TO BE GRAVEL AND RIP-RAP FILTER BASINS. • Sheet Title:
( ) (MAX 2 MAX D ETAI 4 TEMPORARY DIVERSION SWALE MAX) 1800 CU FT ACRE 1 1
BASIN DRAINAGE DENUDED CAPACITY SIZE CAPACITY WEIR ROADWAY SWALE SYSTEM N.T.S. S--S f 5 MAX. i EROSION/SEDIMENT
# AREA (AC) AREA (AC) REQ. (CF) (WxLxD) PROV. (CF) LENGTH (SWALE VELOCITY CHECK, WORST CASE ANALYSIS) CONTROL PLAN
7 0.4 0.4 720 25x1 5x2 750 5' MIN. LIU FABRIC
2 1.1 1.1 2160 50x25x2 2500 5' MIN. SWAI.E LENGTH MANNING SLOPE Q 2YR V 2YR V MAX d d T SILT FENCE / SEDIMENT CONTROL SYSTEM INSTALLATION PROCEDURE CROSS SECTEON
3 1.3 1.3 2340 50x25x2 2500 5' MIN. # (FT) (N) (CFS) (FPS) (2 FPS) (F1) FT FT 1. EXCAVATE A 6*0' TRENCH ALONG THE LOWER PERIMETER OF THE SITE. MAINTENANCE
4 1.8 1.8 3240 60x25x2.5 3750 5' MIN. S1 461 0.02 0.50 0.79 1.66 OK 0.27 2 2. UNROLL THE SILT FENCE FILTER FABRIC** AND POSITION THE POLES D.27 2.6 AGAINST THE BACK(DOWNSTREAM) WALL OF THE TRENCH. INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND
RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN • LAY THE TRENCH FLAP THE FABRIC ONTO THE UNDISTURBED BOTTOM DEPTH OT THE OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA
S2 750 0.02 0.50 1.29 1.90 OK 0.34 0.34 3.1 OF THE TRENCH, BACKFI FlLL THETRENCH AND TAMP THE SOIL POSTS,
WaJD AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. SPICING TO CONDITIONS ~ FrLTER FABRIC 3' WIDE-) CHECK THE STRUCTURE FOR DAMAGE FROM EROSION AND PIPING. PERIODICALLY CHECK THE DEPTH OF THE
NO NEED FOR TEMPORARY LINERS ATTACH TO POSTS PER SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5" FT BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY MlWUrS RECOMMENDATION FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE. ANY RIP RAP DISPLACED FROM Issue Date:
SECTION B THE SPILLWAY MUST BE REPLACED IMMEDIATELY. JULY 11 1997
BACKFlLL X X 2 MIN, ORIGINA SUBMITTAL
CLOSED VEGETATED ROADWAY SWALE SYSTEM (EACH SIDE) FLOW) STABILIZE THE EMBANKMENT AND ALL DISTURBED AREAS ABOVE THE SEDIMNT POOL AND DOWNSTREAM wA* SECTION A ~tp0 FROM THE TRAP IMMEDIATEEY AFTER CONSTRUC11ON WITH SEEDING.
15'MIN 1 ` MIN COUPLER Revisions:
VOLUME _ .67WdL sW~~-, 6" MIN. CON ~ N 12 MIN OCTOBER 8 1999
L =VARIABLE UNDISTURBED RESUBMITAL
W _ g s m t• CRUSHED sroae 3 SOIL D ETA I L GRAVEL AND RIP RAP FILTER BASIN 2 MIN. 6
d=8"OR.67' SECTION B N.T.S. S-5 SECTION A
REQUIRED STORAGE CAPACITY FOR . 50~ MIN _ 1" STORM OVER t LF OF ROAD . Project Number:
IMPERVIOUS ROAD AREA 12'X7'=12 SF A= d = 1' W~ry1sNTOE-IN METHOD
-NTRANCE- JOINING SECTIONS OF SILT FENCE SCALD 1'=100' 0283-0020
STORAGE REQUIRED 12X(1i12) _ , C.F. DETAIL K2 STABILIZED CONSTRUCTION ENTRA STORAGE PROVIDED SWALE LENGTH L = t RUNNING IT A=.67Nd N.T.S. S-5
VOLUME _ .67 X 5 X .67 X 1 = 2.24 C.F. PER RUNNING FOOT ADDITIONAL SWALE CAPACITY ALLOWS FOR DRIVE CUTS ALONG ROADS Sheet Number:
1 100 0 50 100 300
N.T.S. S--S
VS 5
N- PClfl. l\Giinq\nWf;\ShtF riuin This llrt 07 1F' (11-ofl 1000 KFN ?NnMPS(1N
- - - -

PATON/
nTT
A IN 'A' BASIN 'B' BS RUNOFF LIMITS RUNOFF LIMITS ZUCunINO
& ASSOCIATES, P.A.
LANDSCAPE ARCiffmcTun
• AND LAND PLANNING
i { t~.,.~_.... 1 .~1, ~ 5 t ~ 1 ~ tt s j 1 i ° r i I } ~ , Suite 101 1001 Wade Avenue
~ ~ ~ ~ 1 ~ 1 4 1 1 ~ e • ~ 11 ~ i 1 t s ~ ~ l ,r ~,,1~ Raleigh, N.C. 27605
'r • ~X ~ ~ ~ I i ~ ~ ~ ~ ; } i ~ E p Ar 1 I 4 ~ 1 , ~ / \ \ , S ~ ~ 1 f I ~ r ? r ` Ate'' ~ "w. A , 'w. v \ \ ~ ~ ~ \ l I 1 ,r " \ Bus. 4919) 834'8620
~ ,T ` ~ 1 Er ` ~ ! 1 f 1 . + //yy I~1 a r i s ~ ~ c i , ; Fax. [phone] www paton--mechino.com
r' V a 7 i , \ email-Wa0paton-mcchino.com.
'f ~ , ~ ~ a i 9 r' ,r a ~ a ~ '1. ~ i , 4 i ~ ' ~ 1
. / e. 1 ~l I ~ f 1 y
~ ! re r r ~ ` d ~ 1 ~ ~ ~ r 1 t ~ { { i It 1 1 ~ r ~ ! i t ~ ~ 5 t c^ r'
• ,r ~ ~ ~ 4y ~ ~ G i ~ i ~ ~ i I r ~ lsl~~ ~1 x~ 1
1 1 ~ i ri k _ y
° ~ i
• Surveyor:
JAMES A. PHILLIPS
; . 1D SING FAMILY c , , , RESIDE LOTS. ~ ~ \ s «rd it • / ' 'r C ~ S ( R T ~ ~ \ \ ^.ti~ •.ti`*. \ ~1` • l~ r ~ • r E L.O S SURROUN IN _ ~ ~ \ \ \ l , SURVEYORS
r, ~ , ~ S N GRAD.~D F R PRI ARY \ ` \ \ BEAUFORT, NC
sTORM~AT~~R~ow A Y 1 ~ M E ~ , ,
1 ~ ~ SURFACE WATERS. RQO OP DRAINS ~ s\\~\\ , w# ~ ,,,\~ti.; ~
1 r ~ ~ , ' r « SHAI.I. BE DIRECTED AWA 4 ~ \ti. ~ ~
~'r,. ~ i' , \ x MARINA BA51N ~ ' ~ \ .,w~\, \ " f / ` r J r~ r,.' r'`/r ,/~~rr l ti \ \ Sri '+,~`+vY ` i\\\\\,\
/ tit` r . ~ A E ~ ~ i ~ 14 ~ \ \ • Owner:
r', ~ . • . t ~ ~ 1 ~ , ,,i - BASIN 6. ~ ~p I ~ 'w~~-y' ~
~~.r,;::~..,~-. ~ STORMWATER RUN OM . E ~ ~ 1 - ' PARKING AND STO ~ , OR t ~ THE SAILORS'
SMEET F i , ° SNUG HARBOR
' _ , : ;f. r NTION BAS,i~ B ~ ~ 7 P - r ` k , ~ r ~ V ° SEA IML, NC
\ \ « 2 ~ ~1
~ ~ \ is , y'~~ \ r c~~ I f+1 ~ ~ \
~ , 1~ t ,1, f i/ it \ / ~ ~ e \
s QL: ' t I °+'S t ~ lj ?i/,rw , s ~
tl 1~ t 1~ ~ 1 ~ ~ ~ 1. ~ v 1 t
r.,,,:- V BASIN C 1 ~f ~ ~ ~
I : ~,~~`'r;.•.~ ; RUNOFF t ° ~ • Project:
t ~ 1 ~ : ° STORMWATER ~ ° Ca LIMITS SNUG HARBOR
: , ~ RETENTION "F ~ o 9 f ; 1 ~ ~ BASIN BMP C ~ ~ 1 ~ / • r I I , Viii j i~rr'rC~,.. ~ ~ / t a 1 1 1 , ~ t 1 "'r--:ter' r'"'r.:-"•-•:- ~
~ ~ ~ ~ MARINA VILLAGE
~I ~ \ ~ ~ ~ ~ o CARTERET COUNTY
1 \ t ~ ~ ~ ` ~ `S/ 1 th I k,, , "may„ ,r-"„ .r r r t ~ 1 ti . I J r'w ,r-, r W I f, r'~j SEA. LEVEL, NC
l a ' r- t . e I f ~ -:r .sue. • ( t• 'ti'p ~,„,r~' ^3'•
1 t / L o r ~C~y,~ t ~i ~ ' '""•^'W,-.~'.•. ~ ,r e , r,,.•~ s Y„ e ,.s. ' ~i I ,•.J ~ ~ \ ~ ''V r ,rte ~i ~i,~ r ''"1 ''''t ~ ..r ~ `r ~ t 1 1 \ ti t ~ t ..-w"'i ~ ° ~ r : = ~ r~~ ~ 1 i , ` j ~h t° 1 t t \ v , I r" r-',.-,r• M- • ~ ir. ~a ~ ,r } 4 .
i ~ 1 ` \ / .r r ',r I ~ rw , r ~r I< f { i t t ,
'4 1 ` :~t~ . ~>f~ : ~c''. ~ RMWATER ~ ~ ~ \ 1\ .r ~ 1 -r ~ . r•• x ~ 1~ \ / / 'T r ,,,."~r+°" yr' i l , } •'s
~ : , • ~ R ELATION ~ e r ~
:.\ti. r ; ' • ~ ~ ASIN BMP D . ~ ~ - r . r t ~ ~ ~ ` X11 i~ I. ~r t ' ~ !
t t, •+,,,rM vv J,r.•"'~f ' t ryv r ~„s.• rr ~ f •t..... F I t z , i"`~ v 'it
- t ~ ~ t ~ . , . . ~r~ ~ry , `y
, { t ~,~r i .4 1 1 ~ ,
„r t 1 ~ y ~ , ~ 4 i ~ , .
t ~ '
' ~ tU
t ~ { i 4 1 + t ti ~ 1 ~ y.. ,
~ ~ '
~ ~ BASIN D 1 1~ ~ F I, A i 1{ 1 l 1 i t 1 I l
RUNOFF i , . ~ ~ l ~ ~
• ~ ~ ~ ~ ~ ` LIMITS it ~ r 1, l~l ~1f,~if~~, tl ;1 l . eeo~ C A I?
,ham e, \ , ~;,-,rye 1 ` ~ 1 ; C,~ t ~ 1, } 1 ~ ~ t tt ~ 5 l 1 I \4f i ~ 11 . ` • ,1.'~. , • .,.~;•.%a'-"' I 4 1 1. 1), j S 1 't 1 } ~ ! ~ t ~ 1 i ~ i.' ~ •1 1 ~ ' t
:y` ~1 i i 1 t ~ 1 ''i y 1 ~ 4 ~ 1 5 ~ ~ 1 f .L' ~ .~,,:r , ' 1,.. - ~ l ~ It , , / t, F t ~ ~ t i. 1 t ~ t t ~i 1 , . -
" 953
, , F , ~ ~ 'y ~ ~ f
• ~ y~•~ ~ % ~ 4 , ~ ~ ~ ~ 1 ' ' ~ ~ •~z\ ~ S ~ s ~ , 5 ~ ~ 1 1 ~ v ~ i ~ ~ \ 44, "ale
' ' y wow. ~ tip.. ~ / " ~ ti t~ f t i f 1 ~y 1 ~ ~ s I, F ~ 9 1 4 1 ~ .~.~.~~I~'.•,'•' '~.'.~."~•'.'.1,• ..~.~t~,. ~ . , , ~ , . ~ , . ~ i l 'y \ i' I ~
t ~ ~ r~~
t 1 L• 11 l~ ' s t ~ ~ t t 1 ~ ~
. 1 I ~ ~ r' ~ I ~ ; ~ ~ t t i 1 ~ ~ 1 I1 ~ ~ 1 , ' ~ ~ ~ ~ . I,',' t ~ ~ 's 1 ~ ~ ~ ~ ~ .;d.. , . ~ , . ~ 't 1,~,~ ~ 1 t t 1 ~ i~ 1 i r.. ~ `.,w } s .1 } E 1 ti 1 l ~ ~ ~ r s i, , ~ _ • t . - , . • mil,'. jl~..
. 1 ! ! ! 1 4 ' F,. ir~ f 1 ~ / .'r i_~1_-~' ! 'v ~ i `F l ~ 1 1, a< 1 it i,. 4 ~ ..+"~t 1...~`^'~..,~°_ `vl FF 1~.. 3~ ~f'~ z V.~~s z 4 i, t S ii t ; l ~ ~ , } i t .1.~. ! , . •s\O' ~ ~ ~ ~,f'"' , . , ~ _
~ , 1 ,t: ~ j ' r' ? l; , ~ i1 ~ iii 1, i ~ ° `
J r 1 '1 I ~ 1 l ?
7 r } 4 ` t i i y w-'}" ; , 4 ' ~~t ii 4 t ~ ! 1 1 ~ 4 v;.... y''.i.' f' yd'•
ff 3. r } J i 1! i ~r }
• t • Sheet Title:
g a k ~ It %t t~ 1 a "r 1 LOW DENSITY BMP
.rte ~ ! r 4 V•"C ~ 1 ~ _ ; 4` 7 #
J, 0 0 A, -f4 C \ I 00 000 s STORMWATER/
VA GRADING PLAN
3t~ f/ MODIFICATION
BASINS A THRU E
i• D t 3 } I, , 1 i •4.., SNOW ' 1, , S •l'.'
WxL - VARIES 11
'A'=2.0 Issue Date:
'B'=1.0 3.0 MHW MIN. _ BOTTOM BASIN ' JULY 11, 1997
A=0.6'7 Sd ORIGINAL SUBMITTAL
Revisions:
OCTOBER 8, 1999
RESUBMITTAL
RUNOFF CALCULATIONS RUNOFF CALCULATIONS RUNOFF CALCULATIONS RUNOFF CALCULATIONS RUNOFF CALCULATIONS STORAGE REQUIREMENTS
FOR DRAINAGE OF FOR DRAINAGE OF FOR DRAINAGE OF FOR DRAINAGE OF FOR DRAINAGE OF STORAGE BASIN
PAVEMENT AREA 'A' PAVEMENT AREA 'B' PAVEMENT AREA 'C' PAVEMENT AREA 'D' PAVEMENT AREA 'E' BASIN BASIN SIZE 1 1/2" STORM CAPACITY SCALE s 1- r-60' Project Number:
2170 S.F 15875 S.F 16280 S.F 9725 SY 8770 S.F A 8Ox30x1 272 CF 1608 C.F.
X 1 ' I T 13AINFAW X 1 I T AINFA 1 I T RAINFALLI X 1' 1 T AINF X 1° I T RAIL4FALL) 272 C.F. RUNOFF 1985 C.F. RUNOFF 2035 C.F. RUNOFF 1215 C.F. RUNOFF 1096 C.F. RUNOFF B 260x15k:1 1985 CF 2613 C.F.
C 0.5 85x300x3 2035 CF 2562 C.F. 0283--0020
STORAGE CALCULATIONS--BASIN 'A' STORAGE CALCULATIONS --BASIN 'B' STORAGE CALCULATIONS-BASIN 'C' STORAGE CALCULATIONS-BASIN STORAGE CALCULATIONS-BASIN 'E' D 40x25x2' 1215 CF 1340 C.F. 60 0 30 60 180
E 120x15x2 1096 CF 2412 C.F. Sheet Number:
A=0.67 80,00)Q) A=0.67 A=0.67 0,5x85'x300')(3° A=0.67(40 * x25 0 ) 2° A=0.67 120'x15")(2') A=0,67 2400'1 A=0.673926000x15 1 1 A=0.67 1275°(3') A=0.671000' 2 A=0.67 1800')(2 .
A=0.67 2400 A=0.67(3900) A=0.67 3825) A=0.67 2000) A=0.67 3600)
A=1608 C.F. A=2613 C.F. A=2562 C.F. A=1340 C.F. A=2412 C.F.
STORAGE REQUIRED 272 C.F. STORAGE REQUIRED 1985 GF, STORAGE REQUIRED 2035 C.F. STORAGE REQUIRED 1215 C.F. STORAGE REQUIRED 1096 C.F.
STORAGE PROVIDED 1608 C.F. STORAGE PROVIDED 2613 C.F. STORAGE PROVIDED 2562 C.F. STORAGE PROVIDED 1340 C.F. STORAGE PROVIDED 2412 C.F. S4
- - - -

PATON/
ZUCCHINO
& ASSOCIATES, P.A.
LANDSCAPE ARCHIUCT M
AND LAND PLANNING
Suite 101
1001 Fade Avenue Raleigh, N.C. 27605
Bus. 1,91,9~ 834-8620
_ w _ _ _ _ _ ...._.,w_ w~.~.,..,,_.........~.,.....,.,,,,...,,. _ _ ,..~w _ -w....,_.,,.. Fax. [phone]
NAIL SET 1N CENTERLINE www.paton-zucchino.com email:pza*paton-zucchano.com
INTERSECTION ELEVATION 7.14'
MSL
a
....M..,rw_w_ ~.,~.__.__-~__y._aw r ----T.L"~.., `"""`tea., '
k~._ ~ + ~ ' __..___~_w__~.,____ ~,o- ..~_r..____ ~
r1 ~ ~i , ~t~
r...r...~....~ ....r ,.,r.r..........«.~.~~..•...,.r~....w.~..~.....~......r...,.~.n.r.n....-v-.~....~~r..•..~.......-n ~.......r~ ..~.....~...~wvrw n.r.r ~ w.... .n.~. ...«.r ..-n ...w-~......w-n u. w..,..w.............~.u.... e.. ,,...v yy+-'M.~.wr•. ~......4.r -n.u. •-•~ti w....J •vr y
• Surveyor.
4 4 1 4 f~~ sr e r wr weer ww me wa..r~.p~..r w w.~n.w. aw rrr ~i i 4 ! /'t~ ti w wr biro .r w.r .r.~w.~..r .w ww .rrwrirwrw,+ a 4 i\~ti,\~ w w w raa w w Nararwws w w w ''r ~rirrw aw.~w w w ,~`d \ \ 1~ 1}1 w w..~` w~ ~ \ } ~ r:r!r ~ 1 rrrrr w w w w .m.orc~a w w w enrt.. f JAMES A. PHILLIPS
`4 1\i i \ r rr•r r r 1 t' ta'M ~ 1 r 1 4 ~'r ,.rjt\ S X11 ~ t q SURVEYORS
1 f 7 S i 94\` ~r f / \t ,rF%trirr .r''rr/,rrr t t1 ~ ~ f 1 i , t ~ ~ \AVr~r.,.- I! i\ ~ f.~ia~/rF rr rrrr .rrr 1 \1 i I ~ ! BEAUFORT, NC
Ss ` ~ i ;4 a,.,~, ~ i rr r ~ r r \ _ 3\ r'/"d`~?'" ,r` rw'r r,,~°r,,.^ 1~ 4 t I s 1 1
\ __W_. w1 A\ \ k' r rr r,,r r"' l ~t ,i i I i tj M~=x.... M (\\l\ ~r r `sirr rr ~ mwrwy rrr•r ,r t \t \ i ~ E II 4 ~ 1 ` r,r' ~ ~ Y i
` \ Y 4 w `tl`C ? ~C\ \ r~ .rrr / "~'~~~r"'*~.y'"'r~'"""M rrr r'"rr \ `t i 1 ~ I r, rn. \ ~ rrar r ~ ~ rrr rrr ~4 t { ~ e 1 ~ ~ t
r",.,Yrr_V.. Kati \ aaka r: ;r''.r° - rrr \ \ t ~ I I ~ ~ \ \ ./r rr \ ROI'~D,SA1 S1iA~~ 1 ~ j
r I \ , ~,ar-., r. ,•z . ,TYPICAL ~ \ ,t
~ , w+^ I ( ` • Owner:
~ 7 I r r rr•r <t ~Ym_.... \ tt t~1 4t ` ~
~+'www~ '1v, ~ti 41 1 / f _ ~ti ~ Y 1 / t ~ ~ t t t l 1f i I s \ r''r ~ 2~c t S 1. ( ~ 1 i t 44 I • t. \ rr"" ~ 1 ~ I i THE SAILORS'
~ I--- -i , © \ ~ ~ 1 t ~ Ire ; s r 1 1 t t t l 4 ~ 1 / ~ , : ,rr' rQ/C~. tiJ ~i 2x \ 1 , ~ t ~ ~ i i SNUG HARBOR
r"`. ~y.~ ^~l V v t ~ \ rr' ~ ~ ~ X \ t t I ~ ~ ~ SEA LEVEL, NC
y \ \ f , . r. ! r,r°'r rrr ~ d r\ 1 \ \ ~ 1
. t ~ r r r,,r' r A d \ ~ i •t 1 r rr y rr rr ! "",•yy ~ rr ) , \ t ~ i
1 ,
v\~\ ~~'h ~ } ~ ~ ~ v .-~~.r' ! / rim } 1 } t ! V t, ~ r/ r "~V ! 1 r f r r 't t 1 t 4 ~tt I ~ r'' i t l l r' t ~ 1
,JJ . \ , ~61A0 .r"" ~ ,r. '.1. r ! l~ r r'"r r 4 1 4~ ~ I' i a ti'I. 's. r 1 \ s t ~r ' ~ ap~~i ~I . •J{.S.d' ',vOr ! Jrrr r \ i ~ 't 4 oa o 1 •'i. •'11.1';.' ~ \ ! T \ {

tit ~y`,, I\ r r r r ~ 1
„ , o , , . , t p SINGt,~ ILY r rr } r i'. ro+ ~I,' ~I. { ~M /r rr?'' r "r r ~ I ~ 1 I { • Project.
~ I;\\\ J .,f~ 1• F CR rrr r S \ t ~ \ 1 r. \ `A. / ~ t, . 1 . Z ' f ~ .1 3 / 'rr r r,.r \ ~ SNUG HARBOR
\ \ \'\4y'..; ..~Cti \1,\~: '4^rS. • fit, ~ j / .'rrrr r f rr t 4 R,~
O ~c<-ate `.j, r r rr q t1 \ '4 ~'1.;, 'z I f ~ ~ I r rr .rr,r t \ \ 4a ~ ! \'`t ' , S /^i r r rr r ,o ! f, i11 MARINA VILLAGE
\ ~ \ `e ~ ~ ; \ ti \ 4 ~ ~ { rr r.r'' rr rr ,r•' rrr rr }1t\~ \ \ . r r'r .r CARTERET COUNTY
\ \ \ ~ ''ti \ ; \ \ \ r,,~ r SEA. LEVEL, NC
\ ` \ \ r j rr Y, i ` t p \l 4I \\i'.~'~~ .A,•'. ~~"hy ''r/r r rfr 1~
\ ~ 1 1 . . • < ' . Win'/: ~ ~ r. ~ f r ~ l ~
1 \ \ \ ,r. 1 ~ r 'r r ~,Y. \ \ \ ~ \ rr`:~Y• M rf s+ W l//~~ `Q rr t ~ 4ti
Y 1 ~ . ' . k • \ •h\ • • , \ .y , I ~o• ' r.s~~..~r.. r r ~ ~ rfr a `t . \ \ \ • . ' \ ~ . ,I, ' .µ~r ~ . rr.rr I ) rrrr rr
\ ~ , . ti , \ \ • . ~ f". 'ter r>, 1 r ~ rrr 1 a«/
. ` lK \ . \ \ ~ . 4 ,J STORMWATER RUNOFFr re r Q+
, \ \ .w=. . ; , PARKING AND SHI RE ,r ~ • , ~ / ~ • : SHEET FLp1~lr-r ENT ~ pR
1 " ITY DEVELOPME Low aENS . \ \ y ...4. ; : rr . • ' - ~ • GRASSED R ~id BASIN. 4 .r \ 4
A R CATIONS STORMw TE cu P S SURFACE CAL IM ER~IOU
~ ! ~rr l
ES TOTAL PROJECT AREA 41.76 ACR \ i ~ %rr , r r : \ ~ 1: ; ' i : a r;..! rr rr, r r::•,a;il^. ~ I i
RS AREA OF MARINA 2.94 AC E y. rr g, ~ rr, r r t •
R TOTAL AREA OF SITE ABOVE MHW 39.27 AC ES r
~ \ ~ rrr r"';r•' r.. 'r~,. i:i; •
TION LOW DENSITY ALLOWABLE IMPERVIOUS AREA CALCULA 'w r ^'C . ' •
S.F. IMPI~FIVIOUS Ci'EM
~r.,\\ 1~ `tk: ~\\,~y.,, ',.rR'''r~`"~A•. ~ } ~~d 4 } CONCRETE 1;
2 5OO SF SNIPS STARE a • ~.:T:: ;;~Jf.•- / ~ A~' FUEL ~kn Y \ t i
P I 9 787 SF ARK NO AREA v,. .v " ~ i ~ r . " \ \ • , rr r ~ r't 9 PUMP OUT \
RI~AOWAYS 55,585 SF • : 'o \ , . ' . ' ~ t 4 • kin
8,925 SF WALKS \ V \
81.IILDIHGS 1 ~-24 38,330 SF CUlST~t LOTS ~ V • eeee`e,,~~ C A R p ~~~ii .®»r..'•'+x"00
1-24 CLIh>T'ER LOT ~ • , ® , . ADO E OU D , • ~ 111•': ® r""'"', k { • ® • : ~ FUEL STORAGE
F 3.88 ~ IMPERVIOUS 189 O47 S OR 1O1AL t\\, ~ ® ~ \ \ TANK ~ ,
2: 953
67 o• . 'o
4 \ ~ ~.t , i~~i! Ty D. ,C,~p~eee
39.27 AC TOTAL SITE A ABOVE MHW • j4' ~ ~ i 1 \ \1\ t. ;.fir. 11 ~ ' } (hr
X Q.3Q
11.78 AC
-3.88 AC MAXIMUM IMPERVIOUS COI~RAGE .l
10 SINN FAMILY LOTS 1 ? \\\i, , t, • T1nAL .err' • ' t' ~ ' . 1 ~,r+ ! . 1
34.412 SF OT ALLOWABLE IMPERVIOUS BY CALCULATION MAR LCULAVON)
USE JIM SE= &MAM IMEERMOUS (BY EERMI Ix EMM13a
• Sheet Title:
LOW DENSITY BMP
STORMWATER/
SWALE CLOSED VEGETATED ROADWAY SWALE SYSTEM (EACH SIDE R.O.W. VARIES
8 24 ROADWAY 8 ~ Q o GRADING PLAN
W=3" a ~ MODIFICATION
VOLUME = .67WdL L = VARIABLE L
d=1' W=s'
A= _ a OR .67' 1 1/2" 1-2 GRADE POINT
A=.67Wd REQUIRED STORAGE CAPACITY FOR 1 STORM OVER 1 LF OF ROM
IMPERVIOUS ROAD AREA 12'X1 -12 SF LEVEL LINE
STORAGE REQUIRED 12X(1/12) = 1 C.F. Issue Date:
STORAGE PROVIDED SWALE LENGTH L a 1 RUNNING FT SUBBASE AS DIRECTED BY ENGINEER
VOLUME = .67 X 5 X .67 X 1 = 2.24 C.F. PER RUNNING FOOT ADDITIONAL SWALE CAPACITY ALLOWS FOR DRIVE CUTS ALONG ROADS CLOSED VEGETATED ROADWAY BASIN JULY 11, 1997
SEE DETAIL FOR 1/S--3 DIMENSIONS ORIGINAL SUBMITTAL
DETAILrT%~ ROADWAY SECTION Revisions:
DETAIL ROADWAY SWALE' 1 Nr i •Sa 9 OCTOBER 8, 1999
N.T.S. 5 - 3 RESUBMITTAL
I SCALE 1N-60I Project Number:
No more than 10,000 square feet of any single family resi( imily residential lot lots 1-10 including that portion of the right-of-way between the
edge of pavement and the front lot line, shall be covered I covered by impervious structures including asphalt, gravel, concrete, brick, stone, slate
or similar matter. Only common uses, walks 6,925 sf , roc i sf roadways (95,585 sf ships store 2,500 sf , parking areas 9,767 sf 0283-0020
and other common uses are allowed as impervious surface surface within designated project common areas. No one may fill or pipe any roadside 60 0 30 60 180 minimum driveway crossing.
or lot line swale except as necessary to provide a minimun . Sheet Number:
S3
n n ni n1 ni_ i n .r. rL- r\ -L n-7 A C. A A d7 A nr)n v rI Ti-inkAElonto

•
NAIL SEl' IN CENtERLINE INt'ERSECI'ION f,LE~/ATlON 7.14' ~ ti PATON/
MSL
ZUCCHINO
v ~ T w..._ ~ M... _ _ ~ - - - - w. w.. ~ ~ ~ _ 8 _ M~ ~w ~ & ASSOCIATES, P.A.
LANDSCAPE ARCHITECTURE AND LAND PLANNING
` ~ ~ wt ¦r rrNrwrsar sp rp r~rrrrre a oor rrrrrrrrr~r ww wr w n wwt~ewrw w~ nw ~wwiwr~ s ~.1! ~a~~a~~~ ,~ep~' iir ~a ew om rrr.~w er w Suite 101
} ~ \ ~V ~ 1001 Wade Avenue
Raleigh, N.C. 27605 Sue. 919 834-8620
„ , ~ . Fax. 9i9) 828-7068
t ®~~4 , f "`w-' .w ~ i, M., ~ n rte} ~ ~.~.1,. ~ ,\~t t ? q ~ \ www.paton-zuechino.com
'~y,.. < \ -_"".~wr~ also aMt ~ `ty ~ email#[e-mail]
. ~ ~ 1~; ~ 404 WETLANDS/ ,...'-.w. \ ~ G/ . ••'~'••4 DAL MARS • .r ^'r~ / 1 X814.., \ ._,yp' a i \ V
~ ~ ~ r s~ q mss,...; \
~ ~ ~ t f Z ` 1u
~ 4
i
l ® ~ / ` ~r s..+' \ yr' I MMr~ I / 1! ? i' rr ~ r r`~ t~\,. ~4 : ~h,'~ ti, 1 i
~ ~ z,.-• r FUEL C,~~t 1 ` f r' CLUST.ER ~ '~~~\.~`y/~,~,~j~l~\~ `v~~'~~~,\~~ ~ ~ + Surveyor:
' AR` TAN ~ r ST KS r r f , ~ ~ °r.' ''r// r~ RESIDENTIAL ~ S JAMES A. PHILLIPS
•~`s..,:;;::;::'::::~;; ~ A~Nt~ FUEL PUMPS. ,r„ i --~~5EWAGE PUMP- I ~ ~ LOTS ~ ~ aoo ~ r . \ ~
1 :!c:;::::;:-:.:;~-~; , :a-.~ 0~ SLIP r+' 1 I P r'' ~rr r'' ,gyp ti. ~"v'\ `~~~y` ~ ~~~~~\1., ,v r tit \ ~,,ti 4 SURVEYORS
1 ~ ,r ~ ~ { ~ ~i 1Q SINGLE FA ; \ Y_' j ` ~ t~L , I 'RESIDENTIAL LOTS \ ~ \ \s\~ \ CARTERET COUNTY, NC
:r;•; • ~ ` 1 ` \ ti e\ \ \ 1 j+~~', ` ' • ,ltd I I ,r' I " ( \ ~Qa o0o sF ~ 1

+ Owner:
~'"r<: , ~ . • Via.' a,'~~~~` .'"P~ i "i f,:.; .,?;n~,'Y"~.' ~ .r.v.M:y%,. :;'2141 `4~.•..v r \ \
YH' . A' • ®y q 1 x ~ t 1 \ THE SAILORS'
\ ~ .i':,':•'.'~•': ,art , ~ ~1 I, ~ ~ ~ ~ ~w to ~ ti P 1a \ ~ ~~l I ~ I ~ frr . ~ r- SNUG HARBOR
J e ti f ~l .r..r'. SEA IML, NC
~ ,~"Sr
~ 11 q. . ~ ~ ~ ~ ! ! 64 PVC ~ ~ ; w.- " f i ~ ~ • 1 , ~ ~ ~ ~ ^-'ter-' s %s~ ,r~''~ :.~~1.':':r ~
~ ' ~ • • DRAIN PIPE . \ ~ ~ } ! A S 1 ~~..~-.ter ;..r.:.~: ~ . ~ G ~ • RI~ ~IEPID 1YA41. a , i ~ ~ a ~ ~~G~ ~i~ ter" ~..rr,,, r'~~ w. ,:.:'C~.,.:'.:•,•:,-".'..••..:~.''•:;.:'}'::•::'::.•;
~ `,.~M1:;:; • , , ::fit:.: . ~ R~ ~ o t \ / 1 ~tl i ` \ , r l{ f r,, r y yr' ' '5.~ : ; • :g. y Marl ~ r"s',.`' r"';.~.-J.. .r' ~'.r -.w''~. :.t-..
~ ~:r.:.' 1 ~ ~~.E~ T RE r r ~
EX. ROADWAY.. . t r / r 1ST \ 1 \ .1 ° J..
t PAVEMENT TO : ~ ~ ti i ` r' \ " f ~ r to 1 1 \ t I t''' r I
BE REMOVED ~ rr ~ ~ 4 r "C ~ 1 \ =r bi I ~ ~I ~ • I r ~ ~ i I ,I.
~ 'a 1. •J: 4' ,M ~ r•` ~ "f'' r s i .r s' ~ 1 a+ 1 r' I . ,I ~.~F~" ~ 1:.': 1' ~ .
SNUG • ~ • . I' / f 1 I r~ . : . 'I .,,t 1 r' f r •x F. t'' E 0 . M + Pro °ect:
~ HARBOR • . ~ ;;r. ~ , ^ n' SULK ~AI~ . r SNUG HARBOR
\ s?' h. ,.s'°' .r' ( ~ ' • ' r, ~r .r : . ,r I ! y..~'y ::r . ~ MARINA VILLAGE
~ ~ . J ~ 1 :r: L. 1 r~ I . I CARTERET COUNTY
J ~ , , ~~o TIDAL , . , . y .r r . I u, . I s~: 4'i.'.'~''.',', N , ' yuuTl N II ~ Ilt y' ti•; >rt . ~ SEA LEVEL, NC
iCHANNEL s ~ I 4' •V~ I :w"" I o ~ I A I EL ~r 'ra .
~ . . , .r << L , , i .-,r-.~ ~ , , ' o B I~... , , ,r
~ • :tea r y V . w,• r y . 1 I i • r-" ~C,--.c..~ l V r
r ' w SEA H r BULK EA / . w , 'j• 1 I ~t i ' 'q 1 # r
• '4. • : a r 1 .:f' , _ 1 i .t r~ . e
r Y • ~ : : y , +r' . . Vii, 37 d r 1 w yr r r::,; r,• , ; r:,; i:.~ ; , r. y \ f~ ix. ~ •"f..• ~ w •I. , , I >q , . e I. :.r .h j / , ,J ~I• f
ri ,,,,P' : Q`' 0 :I A 0. r L•-? 1 ? O . , . m.' t / 3 ~ 1 ' ' t ~O y.. f F ~lf.~. ti, I ~'ly 11 ' r 11 I~~' ,i1 !Y s Ir
4 Q~ . v ~ ~ : f::::' :.::.:p:: 1 I ,M.. o tL 1 'L•...~ t. : . , a ^ t i 1 -'7:
. ~
/ .;1.; : ~~>f r .'`f19... t _ ® ~ t 1 `R4 r ~ l.. .:;~rl.. i' I~ 'i
t w. f : a.. w ~~I . ~~c i i M ~
1': s: r ,Ip' r` s,: ' • I r
t c ~W y ~ b r 4 i ti r ! ~ ...L. E e
1 \ ~ ~ ~ 5 "'I• ~ • X14 ~...'M... , .
1 . ~ ~ ~ 1 f / 1 1
~r : ~ :.r . 1. \ 1 I.
~ • ~ .o - :'~i.~iao' win. , J ,y ^i, r~ I
~ NIN s T~ ~ r T NTY b 5"fl tAN G JUR1~D C ON, CAR ERE COU ~ s ~ ' ~ 1 ~~~I . rI i ,IIM.. ~.,IIM..,.'..,,.:...'.'~':.:"•',.,:i"r,^::,...."~.:,::::.."~~~.:f~.'~~, l ~ 11~:.'~~.~,,.'.:',I•.,.'.','...~I~.11i~1i.i1~,, .•:.'H,..i :.',~.I, Icy ~ ~ ,4,III,i44iIM,II.~M~111 }!I,
°s zoN Nc. uNzoNE~ w r N ~ ~
~ IFI TI N• W ~ ! C~ ~ +uwo usE cu?~~ ca o ~ RURAL, o 0 : ~;:~~~ra~~~~:~1,~::::~:::: ~ ~ ' INDIVIDUAL PRIVATE BOAT
V { ~ ; '.:r~~~ 1 , / DOCKS WILL NOT BE ~ I*,II'~'~... ~ a ::~:~~;:~~~~:~:::~,~::.;,.•.,'.,Irl'::;~••:~::~`~':;:~~':':~:~:::~,~~~~~~~~ N CgNSTRUGTED ON SINGLE
g s a.. b + ~ ~ ~ ~ r. FAMILY REST DENIIAL LOTS ~-10 . , . CAR ? e....•.... 9,( N ~I
lT T TI T A f a.s ~ ' p OR CLUSTER LOT5 17-24. . ~ TIDAL MARSH
0 T T P RTY 41 ~ ~ ~ ~ O AI. ROPE AREA ~ 6 AC _ ~ ~ ~r',.~' v ~ , ~ ...',a':'': ~~:'.'::'s;:.'.::.':':.':'.."r: ~ ~ ' a FIELD SURVEY + , . , . t. r b
~ ~ / ~ .,rites' ~*1.rr~'i v + ~ ':'.r.::~.'~::~ii,~'9,,:.,.siriljiitiii;.':r:l~ ~ / + .vl~'1,: ~ r ~ ~ ~ 380 a s
AR F IIrIAARINA N . 4 ~ ~ ~ EA 0 2 ~ AC ~ * N
r / n CLOSED TO SHEL -I' iNG ~ • . ~ JURISDICTIaNAL 404 iNETLANDS
T T TAR ~HW ~ ..1 ~w, O AL PRQ~IEC EA AB01tE 3~~2 AC 1 a ~ a FIELD SURVEY OCR Vy
o ~ ply 'j m ~ ~ AREA WITHIN I ~ ~'~MC +~''VR~I.~Nrw ~~y~ I7M r ~ ~ N A ~ 1. ~ CORP APPROVED E1~
b .b w ~ ~ ~ + ~ ~ v ~ P~ l~ ~
E a ~ a ~ i R i t rn nn1 a.
AREA oOF IMPERVIOUS SURFACES WITHIN ESTUARINE SHORELINE AEC ~ j ~ SEA GRASS
CHANNE1
ROOFT RKER ~1 GNPN (FIELD SURVEY) SEAGRASS b y ' MA NMFS/NCDMF FIELD LOCATED
SINGLE FAMILY ~ HABITAT
LOTS 1-10 Q,16 AC SUMMARY OF PROPOSED ORIGINAL EXISTING TREEUNE
CLUSTER LOTS &
SHIPS STORE 0,56 AC ~ a RESOURCE IMPACTS ALIGNMENT ALIGNMENT ® Sheet Title:
ROApWAYS\PARKINC 0.23 AC ESTUARINE BOTTOM 0.24 AC 1.75 AC PROPERTY LINE C.A.M.A.
WALKS 0.07 AC / DEVELOPMENT
DRIVEWAYS o. 13 Ac ~ COASTAL MARSH 810 SF 0 SF PLAN
TOTAL, 1. 15 AC NOTE! F 404 WETLANDS 0.24 AC 0 AC - • • - • • • - • • • - MEAN LOW WATER (EL=0.5)
TOTAL MAXIMUM IMPERVIOUS PERCENTAGE wiTtiiN SOUNDINGS/ i~ELATIVE TO SEA GRASS HABITAT 0 AC 1.38 AC
ESTUARINE SHORELINE A.E.G. 30.076 OR 3.99 AC. MEAN SE/ALEVEL DATUM g f = "will - - - MEAN HIGH WATER (EL=1.5)
TOTAL IMPERVIOUS AREA SHOWN 8.6% OR 1.15 AC. a 3 EXISTING GRADE
ORIGINAL PROPOSED f ~ P
DEVELOPMENT PROGRAM CHANNEL ALIGNMENT NOTE:
SOUNDINGS AND TOPOGRAPHY RELATIVE TO MEAN Issue Date:
SINGLE FAMILY RESIDENTIAL LOTS 10 SEA LEVEL DATUM. JULY 119 1997
CLUSTER RESIDENTIAL LOTS 21.4 RESTAURANT 50 ORIGINAL SUBMITTAL
TOTAL NUMBER OF RESIDENTIAL LOTS 34
SHIPS STORE SERVICE ® Revisions:
OFFICES/SHIP STORE 5.000 SF FFE 8.5 MSL DRIVE/PARKING OCTOBER 8, 1999
RESTAURANT 50 SEATS ~ / / ~ ~ ~ ~ ~ SLAB ON GRADE RESUBMITTAL
MARINA SLIPS COMMERCIAL 19 SLIPS SCALE. 1'=100'
MARINA SLIPS RESIDENTIAL 34 SLIPS Project Number:
MARINA SLIPS TOTAL 53 SUPS
SHIPS STORE ELEVATION 100 0 50 100 300 0283-0020
S-2 N.T.S.
COMMUNITY WATER SERVICE
PRIVATE SEWAGE SERVICE G'~ . Sheet Number:
S2
- - -

• PATON/'
Q
ZUCCHINO
s~rE & ASSOCIATES, P.A.
LANDSCAPE ARCHYT'Ecrun
~~~/~~p~8 IJ~SLtl1/iW AND LAND PLANNING
SHUG Suite 101
I~ARBOR 1001 Wade Avenue
4 Raleigh, N.C. 27605 Bus. 1919) 834-8820
Fair. 919)) 828--7068
www.paton-zueehino.com v email:pza0paton-zucchino.com
G 0
SEA ,
.
G
0 g
_ .r,.,. • Surveyor:
sir IN cuts ~ INTERSECTION ELE.VAllON 7.94' JAMES A. PHILLIPS
MSL SURVEYORS
``tip--yam BEAUFORT, NC
_ `.~'",~-yam,. °
doe T-6 r,--- .f._..,w. _ ~ _ - w._ .
r 48'2q 36 E ~ ~ N 4f~20~6 E ~ ~ N 49'f4 E ~t
t ~
~ i ~ E~` 430.80 _ 481.64 2~6A , t \ , ~ N,,, ,r w
ti ~ _ _ ~ ° f° • Owner:
~ ~ ~ ~ ~ \
r THE SAILORS'
rte..'. \ ~ ~ SNUG HARBOR
ti ~ ~ ~ SEA LEVEL, NC
r ~
a ~o ~ / .
r
r \ ~ r
~F \
\ti f~ r% { t ~ rte/ ~?"/r`.^.^.. ~ , ~.,fl\,` . ~ ' i \
f ~ o Project.
SNUG HARBOR
~ , ~ FEMA F~ ZONE A-4 , , ~ „ t
MARINA VILLAGE
.,1 ENTIRE ~ CARTERET COUNTY
~ w SEA LEVEL, NC
:
~ ~ / . r" SCS DESIGNATEi~ ~ t. ~r/~~'.. , ~ I i ~ , ~ ~ ~ ~ r {
~ ~ ~~.-Y',. PRIOR CONVERTED s ~ w~ ~ ~ i c ~ ~ ~ ~ ~ ~ , ~ I I
.,1, . , ~ - ~ At _ ti ,k . EXI~TIN G ~ ~ , ` ~ , ?-1 G AGRICUL RAL CROP I,.NA S ` ~ r - r i 1 ~1 ~ ~ ~ ~ 1 ~ ~
~ ~ ' ~ SP01 ~ AREA r f . - ~
~ ~ t~:` 11 ~ WITH BIKE .rr."-? .'.d ;r''"• 9 ~ V' I r o ,
, 5 . r , 1 , , t~ z ~ ,.rte- ,Y-
o ~ - ; 1 9~ ~ r ~
r'. , 9 ~ ;
i ~ ? v" 1 ~ .r" ' 'r ~ Y s ~ J 1 i •vwr' f.~ l ,.u ~r f \
ti,0 ~ f.~ t 1 r..- ti Z \ r r~ ~ r' , f . t, i!
~..ti Q ~'s~. , r . I /`r I J 1 ~n.+..- Y \ ? N ~ l ,r ' ti ,r .~~"""'v / ..,4~-~ ~ r~ ~u I' t 'r
~ t u ~ ,,,~y •r'i~'~':.•'~ i r C f ,sd'' .w.d~"'. 1' r' / / ' ~„r' ~ t . r%• ` i ti •~i. .
: r, r s- a a,. ; ; %1~: r,~ +sr . ? .•r'' ~ 1 r' '!~j:.
~ ~:~.~~AR~~N:~:;~:~~:~~:~~:::~: - ~ ,,u,, / / i r / • . i?. •r 1 JJ rw -w...^•. I s*""
,.,a^.,. , " : . r+b' / r"' tt I r I t r"., .
~i~ h .w'~`' r r
4 ~ ~ ...,F ~e i r k. ' , r': i ~i'" s ,,e:. r
i i'" r ? r' M,~r ? i •e r . ~ ; , I'~
~ ~ ~ ..,x.. I :~.'4 . „ e ..A' . ~,,,M r"'~ I'
V y~ ` 1 I~ .+"l V / / r.- ? s r' f r 1 / .r^" . .r sa" .,-w %w
r . ~ y~,.~w. r P..... . Y ~ f r d .r l -•Ii .M,:r ~ l 1 M M .r- 4
~ ~y. .'4. - ~ } ii" ` w,,.~ ,y. ~ •S\ , e ~ , r' r ,may _ i4 J wr ~q i 3 ~
~ 5 y _g t i ' / / ^W R ~ 7 L'+" M _ ; \ ~f t \
MM~ r ~rp~ A ~ ~~1'i , :y"~, ' ~ : y + e ~ I} ••e: i 1 ~ 1• .y 1 F .n f 'i
A : f FIELD SURVEY :`:r~:~:. i. . ~ f t "".y I
. ~1~~, 1 ~ 4 / I S r ~'i•. ~ l r 1 x t .
' ~ 1 .,,r, . 1 I r l 1 A ~ ;e,
i y.t I ' L. rrrflta~rnmrnsr~r wnw ~nrc+mr w~mea . ~ D . f ,
dUAil?71a11r11V1`It14 tV't R1a1L~kF,lli7 : . '+1 G 70 v r
FIELD SURVEY 4 i s: t i )
r' t 1 l ?
• o , J
SEA GRASS n r It ~i T' i ~I t t
Y ~ AERIAL PHOTO Is v l Sheet Title:
. V ` co 1 f p loill EXISTING
b CONDITIONS
EXISTING TREELINE o •A? w +
t b
S AA••Wtl + ~ y. N W w b cow v
v _ PROPERTY LINE - b
+
SEAN LOW WATER EL=0.5
• . • _ r-- MEAN HIGH WATER EL=1.5 a y. NELSON B A Y Issue Date:
, V 3 EXISTING GRADE , + o + a c CLASS SC W*TERS a JULY 11, 1997
SUBMERGED SEA + I~ CLOSED TO.~ LLEISHING ORIGINAL SUBMITTAL
GRASS BEDS S.A.V. s . , y Revisions:
NOTE: SOUNDINGS AND TOPOGRAPHY RELATIVE TO MEAN - ; OCTOBER 8, 1999
SEA LEVEL DATUM. RESUBMITTAL
+ ~ r„r
C.A.M.A. LAND USE CLASSIFICATION. RURAL.
COUNTY ZONING. UNZONED O v + V ~ , - SCALES 1N4100 Project Number:
V TOTAL SITE AREA 41.65 ACRES 1 /
+ m w r + f 4 w r, G 0283--0020
100 0 50 100 300
Sheet Number;
E G
5
5
S1
rrµ - ,

DRAWING INDEX:
S1 EXISTING CONDITIONS PLAN
S2 C.A.M.A. DEVELOPMENT PLAN
~o
S3 LOW DENSITY BMP STC7RMWATER/GRADING PLAN
oy
S4 LOW DENSITY BMP STORMWATER/GRADING PLAN s~ `t
S5 EROSION/SEDIMENT CONTROL PLAN
S6 MARINA/LAYOUT BASIN DESIGN
,~o
S7 CHANNEL LAYOUT/SPOIL BASIN
J`'
S8 SITE UTILITIES PLAN Ge
~2~ v u.
SEA
EL
~RCFY' NELSON
~,o~ BAY
VICINITY MAP
ORIGI Jl R oc FINAL SUBMITTAL "TS
JULY 17, 1997 3
RESUB~JIITTAL
CTOBER 8, 1999
CAn~ A r~ER THE ~~AILOR EA LEVEL I ZMI~" APPLICATION
~R I~~IARI NA ail LLAGE
~S' ~tN UG HAF~BOR
NOF~TH CAROLINA.
CHINO & ASSOCIATES, POA~w
ON/ ULAN[
LANDSCAPE ARCHITECTURE
RALI RALEIGH, NORTH CAROLINA
H•\PAn,i\-c;niio~\nwr\rnver nwa Thu Oct 07 14:44:08 1999 KEN THOMPSON
- - - - -