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t.i i tdtlYN PRESSURE ' N 1~~ NO.Z
F .POND P001. SEY~EGE NT SECTIONS -PUMP 3 TREATMENT PLA otsPOSAL
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~ TION DETAILS ~ ~ , . STA Ise.oD ~ ~ rY 5t
P ESSURE t ~ 01~ R
ROTARY DlSTR I ®UTOR , L _ 6 ~ , I` 41 .,I f ~
S M ~ DOSING TANK ISTR18UTi0N SY TE
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DETAILS { ~ - ,p
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HALEMEAD VILLAGE i t W w I ~ 18' PAV
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9 5a ~ i ~ SPACES
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~ , west _ ~~°DS e'° ~ _ - _ . ~ 84:90° . _ CAf
..80,000 6PD CAPACITY,. EXISTING ROTOR N0. I &2 . _ •
_ CAF ...40,000 GPD CAPACITY, NEW ROTOR N0. 3 ,
' CAf
CAPACITY, LOW PRESSURE FIELD 40,000 GPD ,
3 TO TOTAL CAPACITY... ' . ...160,000 GPD GOJ6lPOSl ~E PLAM
RO' ROTARY CISTRIBE1T10N APPLICATION .RATE.. • • • • • . • .5.09. GPD/SF 4/L»L. 4/:~ l /
t LOl LO1N PRESSURE. APPLICATION RATE . • • .1.0 GPDlSF SEdNAG~' rRE^^'ATMEjNT AP~LhArNT N0. !
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GR GREEN AREA AT ROTOR SITE....
GR GREEN AREA AT LOW PRESSURE SITE .........124,3$6.69 SF COROLLA POPLAR BRANCH TWf. CURRIMCK CO . A
TC TOTAL GREEN AREA 41$,144.44 SF,
UTILITY OWNER= CAROLINA WATER SERVICE OF &C., INC.
% ADDRESS: P. O. BOX 240705, CHARLOTTE, N.C. 28224
y : PHONE: [phone]
! P''?)a STROUD ENGINEERING PA DESIGNED: LES ED PROVED: LE
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NCNAC OBBt#E ~ FL4.^, Ru " ~L4n Ru4ES i ~ ~ S ~ v~
Q ~ I. ` k } ~ t ; ~ ~ 1, ~ x Yanasse Ilangen Brustlin, Inc.
P ~ I E1~B16 DOd{S
~ ~ ~ ~ I ~ + ~ ~ ~ PA~+r Trans oitation
tr ~ ~ ~ d t = q am as ~o P i ~ ~ ~ ~ Land Development
Pft'N A 61ffEH0 "~r 1 ~ ' 4 PER 61B BF0 ~ 1 ' d' u ~ ~ ~ ~ ~ ` Environmental Services
EbS1HG ~ ~ ~ s e`^~' ~t t~ ~ i~ a _ r, ~ ~ i r k ~
• ~ ,b ' ~ f ' t
~ E~asnNB / ' d 1 i °~~~~b`;,~ ~ ~ 351 McLaws Circle, Suite 3 ; ° f; ~ ~ ~ k ~ ~ ~ Williamsburg, Virginia 23185
i \ d ~ ~ ~ ~ ~ E ~ t a ~ 757-220-0500 ~ FAX [phone]
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~ x° ~ j PER as N~ ? FF t , ~ >ko tt,~ k ' ° ~ ~ 0.50 ELEV. = 3.19" NAUD 88
j ~ x~ ~ i t R`j t } }
Y. ~f t l F
~ ~ v w. ~ k ~ 0.00 ELEV. = 3.69' NORMAL WATER LEVEL (NWL) ( ~ ~ t
I e`''~ t r t } ~ ` S f ~ ii-...._ i;vu~' b r^ ~
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p y/ a APO ON NORMAL WATER. LEVEL (0.00'). TO
j ~ ;~J~ ,J~ { I x coRO~~A ticHr ~ ADJUST TO NAVD88, SUBTRACT 0.50"
CoMMUN~TY ~ FROM ALL PLOTTED ELEVATIONS. VERTICAL ` assoc. DATUM IS BASED ON A FIELD ADJUSTMENT
` l -F- i Lt~~~ _ ~ ~ ~o BASED ON GEOMORPHOLOGIC. CONDITIONS..
j f, r' 1 ,,,tY ti's L~!{ ` SURVEYED NOVEMBER, 2006
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ail f• , L"3 15riR£ ~ ~ ,,"`"a°"' ti ~ CAD checked by Approved by a_ ~ t
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PATWHES QE ~ _ ~ w`" i, s ~ ; 1 `~.n.TC~h' C°~ ~ Scale 1u=5~~ Date January 9, 2009
~~~~k p ~t~1G~ti~ a ~ ~ ~ Project Title a~
_.,.~.m , - r ~Nf~REL4NE y~• t Y\. sir" / - ~ ~ x'~' ~ ~ Whalehead Club
v N. ~ ,v
$ ..s s r ~ 2 d~ ~ v M a CY BLS, t. ° -n- ~ : ~ = _ - _ i ;
m.Y ~n~ " ~ ~ Shoreline Protection - x x a E>4511NG n~ u:~~
_mxNt,.__ e. t x „ ^ ~ REIEIYENT ,er ~ U,u„~
L' ~ " ' Whalehead Preservation Trust
~"'4 k~3 x' , 4 ( ~ i ~ Corolla, North Carolina
i~l~~}{ gq1 L.(_~ °Pb~ ~ it~4 It /,i ~l tt{~ "..rt.{ 5. I,~Y ~ a ~ - Issued for
~J l ,t x° ' ~ ' ' , , `d..~~~~ ~ o~ xi b p~ ~ ~ t~G ~ y7. x Client Reviev~
f 'C9 ~ ,a~ ~ ( ~ 4"°`n ,Fs r r~' a
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Per ( ~ a x < 1. ~ x ~
Not Approved for Construction
x ~ t u r r Boa tz ,e1,f ~ I , ~ ~ x Drawing Title
i x; ; t
'"~p> a~~$ ~ r if s~ i ~ ~i7L M ~ x
~ ~ 1 ,1,r , J ~ °°i; ~ ~ e~ ~I'I ~1= ~ J ~ ~ ~i Existing Conditions
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DENR" WATER Project Number
32473
32473-EC.dwg

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2 APO ~ n,..
STATE OF NORTH
CAROLINA ?S~ ~ ~
F r EI~BfN ~ ~ N`,~ ~ ~G
OA a aux~ ~ Y a ~ e. ~ ~t ~ ~r
EDUQA tQ71EA SHORES
PER AS lF4. r~t~`i~R ~~A ~ H~,~ t~ ~;~,a ~ Y~naS38I~(,~Y1g8~21Bt~ZYh 1/LC.
is' ~ ~ ¢a E INTO ~ .e E> '
EXISTING TIMBER ; , ~ ~ ~ Transportation
BULKHEAD 'f ~r f `~,;a,r = TIE INTO , ~ p Land Development
~k ~ EIOSiNGP&ES ~ti ar/ ,1~/ PIER ! GAgIDO l ~ O PER aS BBU f,/'1 r ~,r ~ EXISTING TIME
E)0S1WC ~ ~ ~ ~~s ,d~ ~xp~ ~ .BULKHEAD ~ ' ~ Environmental Services
N ; ~ ~ ,,d° ~ ~ PROPOSED ~ - s ~ ~ ~ E D t ~ REGRADE BANK SLOPE ON ~ ~ ~ ~ , ~ 351 McLaws Circle, Suite 3
4.p0Y~ 1•`~ BULKHEAD ~ Easexc - 25 ~ PLACED NO MORE ~ ! ~ BEAD ~ r ~ 8: t SLOPE AND PLANT
z ~ ~ 1 t a , ~ ; ~ ~ ~ THAN 3' FROM u ~ g ~ 00 ° EXISTING BANK E~~ ~ r`~ fix' h~~ f r'~, ~ ~ < r WITH WETLAND PLANTINGS Williamsburg, Virginia 23185 ~ ° ' ' 4 ~ ~ 757-220-0500 • FAX [phone] ,P~ 1 /k ~ , 4 t
~ SCARP ~ '~~~,d~ ~ 1 y~g E~1916 k d f ,l P , ~ v. 1 y g~,`~ ti .,~r ~.P
e' ~ ~ ~ ~ y J 7 Q ~ 6U1101EA0 ~ ~ r ^r r r ` ^n t,
r° PROPOSED 8' ~ 0 au ; y. `t;. a ~ ~ ~~uvE a ~ ~ U . XO ti, e~~ z rn WIDE BOARDWALK ~ ? W - , ,0 d ~V ~ t - ,..P~ a5 ~ ^j ~ 1P 7~ a ~ ~ F ~ t ~ R"'' o~~ ~ ~ ~ t
~ ~ pt,; afx t g/, cG~l S+~^ r. k ~
a a Q` u"~ G ~ ~ a-+'~ ` ' i h t
~ °o ~ ~ / i ~ PROPOSED`' ~ , ~ %ys"~ ~ ~ ~ PROPOSED z ~ c i ~ BULKHEAD t t., ~~1 ~"1~
~ , P ~ S: BULKHEAD ~ .,r'.~' °~~~.'fn~ i ~ PLACED NO MORF~ ~ ~ ~ ~ ; s`~~ m i ~ t~ THAN 5 t 4+~ '
N h 312 LF. ~ ~ w 1 ~ ~ q~, ~ , ° ' ~ i
- + ~ ~ a ~ ~ f I a ~ ~ , CHANNELWARD OF Q ° y.- ,r' -d`t..._n-~' ~ ~ ~ . ~ ~ ' t EXISTING BANK , ,
° ~ ~ ~ PROPOSED _ ~,a~ i ~ ~ ~ BULKHEAD i ~ ~ BULKHEAD ~ ~ AT TREE SAVE = ~ '
f~f,`~' TIE NEW ~ J i 262 LF. 262 LF. ~ ~ ~ i AREAS u i 1 1 t 1
~ ' BULKHEAD AND a ~o ` • ~ ~ ~ BOARDWALK t i~' f $ i ~ ~ t e 4 ~ ~
~ i ~ INTO EXISTING f x - / C \ EBSIING ORAIEL PAtH ~ • r I s , I ~ EB51NG PARI ~ ~ t, I tt v; ,
~~YY11 ,1 ~ ~ , ~ ' ~ m ! o,, a ~
~ ~ ~ ~ ~ ; ~ PROPOSED 8" -W rte: _a I ' _s ro ~ f - j ~ ! ~ ~ WIDE BOARDWALK rte..- \I .A !S t rJlf 1~ ~ ttt s' ~ E%ISiQIB ~r M . a~
~ s~ ~ nr~ ~~r' ~ t ~ L; i~ t ~
! ' 1 i r "v a ~ t ~ i l ~ ~ P ~'~J' lam"'
E1GSiNG BOAT RAMP N # ~ . r' I! (~l'O°r
, i 1 ~ + ~ / /
~ l r f ~ T1E INTO
r J 2 ~ EBSIBIO PERNOOS PA~ffkENi ' \ EXISTING TIMBER' ~ ~ ® \
~ ~ i _.N0. 0~ HEADWALL. ~~~ra ~r~-,, a ~ < ~ J ~ a
.`.`.1 ~ 6' ~ 1\ ~ \ o t m , o ;
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~r ~ ~ r . { . - z i . ~r ~ 275` ~ i t E10SI~, PA1H i i ~ ~~ti~ ~ ~ ~ ~ /
~ :N1 ~ ~ ~ ~ ~ ~ _ ! ;~t ~ i ! - WfIAIENFjip CLUB 1~ PAlll ~ ~ 1~'~ ,t @ i ~ i 1x~ ~ s, i
} ( d. > PER a5 Of'0 ~ ~ s i ~ ~ • , ,w,~ 0.50 ELEV. = 3.19" NAVD 88
t '0 LF.t SILL r-- 4 STABLISH AND i REST ELEV.=3.0" ~ ' ~ t
s. a,, , , ~ MPROVE VEGETATION t ~ ~ i
~ I ~ I ~ 1 BEACH ~ • t ' \ ko0~.. ® 0.00 ELEV. = 3.69' NORMAL WATER LEVEL (NWL) 1~._ _ ` ~ , ~ o `
0.5 CLOSU ,b~ I e_ .ry ~ - a_ _s°` n,,... L'~~+~ ,t,,..~', Q \ ~
- ~ ~.`I 1 ~ r .r ~ _ - ,v,~a \ ~ Enstxc wufxEw aye r
,',~c ' ~ ~ , • r tY ' ~ r `•-m- F10511NG PA1H t ~ ~ ELEVATIONS ON PLAN VIEWS ARE BASED
1 ~ ii. .,.r„ , 1 t 't~ \ \ ~ ~E~°~ 0 ON NORMAL WATER LEVEL (0.00'). TO APO
38 LF.t SILL i%°~ *a ~ ~ " coROLLA ucHr ( ADJUST TO NAVD88, SUBTRACT 0.50'
CREST ELEV.=3.0' ~ ~ COMMUNITY ~ FROM ALL PLOTTED ELEVATIONS. VERTICAL
Q ~ a, ~ .ar PROPOSED\ \ Ax ~ ASSOC. DATUM IS BASED ON A FIELD ADJUSTMENT BULKHEAD ~ ~`\~°o'r`~ ~ BASED ON GEOMORPHOLOGIC CONDITIONS.
of _'77_ _ j`' / f 4 374 LF. ~ ~ e, ~ ,R
o• ~ SURVEYED NOVEMBER, 2006
~ . ~ t - --f . 1 ~ ~.t~ ~ Z~4~
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' _ ~ ~ \
;BAR R~'~ / ' w~ i~ , ~ ~
vATT~~IL~ ~ R~ i _ ~ ° T1E INTO ~
o , ~ ^ ~ PROPOSED ~ ti 1 ~ , ~t BULKHEAD
/ '
60 LF.t SILL ' ~~•i _.~.e m: . ~ ~ ~ PLANTING ~ = a o`
CREST ELEV.=3.0' y~ _ ~ ~ s SAND BERM / f ~ s E TERRACE ~ - , - ~ ~ ; +
_ ~ _ _ ° r, ~ f>~ ~.ti DUNE GRASS - - 75~ AEC- - - r'' x y ' ' i8 ~ ~ I ~ ~ f i ' No. Revision Dote ppvd.
~ ~ ~ ~ - - - -x'75' AEC• - - 4~ PLANTINGS , , _ - - 75" AEC ~ ~ ~ i Designed by Drawn by Checked by
r ~ \ / RLANTING t ~ ' ~ - - - - ~ TERRACE r"F~," F ~ + I b A ro by
r • 'ti. ~ t 5+00 BEACH ~i PLANTING , , , \ w 6+00 4 ~ r:T T,~-,-~+~" ~ 2 DO ~ ~ CAD checked Y PP ved ~r=2:~~ , , , , , ~i^ - ~ 1 ' Scole n_ i Date
:"sCA~TI~fO¢=L 0.5 CLOSURE . 9+ 0 TERRACE 8+00~` °.n ~+00 B SF _ ___._F _ _ a , , , _ _ ~ ~ ~ / 1 50 Jan 9 2009
E'ATGI~ES Cif ~A3f o _ _ _ ~ _ _ 1" r : ~ u .w, IMPACT -I - I- W. . ~-a:r ;-'-`x-30' BUFFERC AI.QLS~ cl~Tl("tE' ~ ' ; 466 SF. ~ UFFER X30 ~UFFER~• ' ~ ~/+T,T ~ ~ j~ ~ \ Project Titie
.nf ! . . a . . a~'a~ ~'V . a a . . a s t, ? .i. , i4.' M 'ys++ai#• ` ~ ` r® vVhalehead Club ~ ~ A'
ji, a s i .Lf-S h t ~ L3. L3 L4 iiys~-~~'
_ c t , I , ~•0i 1~°; E,+ t., Il,,~.~j ~g V~ ~Gy - ~r„ / ~ , ,y ~...e _y - - - ,,,,.r l „"i v~ • - ~ ~ -vt X' ~ Shoreline Protection
° ~ rry ~ eat i, ~ .5P ~ • t:: 'l. :.lr. ~ ' .a' F ~ I ~ r, ~ HAGCI"E~ ;IS, aCA`~«3~ ~ , ~ Nti, / _ k t • r.,, ~ 4. ~ T, e'... ~ r ; SAV v 'EgSAN6 \ v ' SAV ~ a ~9 Y I ; IMPACT 27 SF ~ nth,,. • _ ''oasnr~ ~ $,e~
r(3LI~ERaC~D / ,mss,;; ~ k x:~• ~ _ • ~ ~ ~ ~ ~.SA ~ ~ ti...~i'' IM • x n, o , - ` IMPACT 26 SF ~r~: ~ _ -
• .I x _ ~ IMPACT 19 SF. ~~"~I~,~,RTil~,fi ~ ~ i.~a~t;, '"'.V 200 LF.t REVETMENT WhaleheadPreservatlOnTrust ' C`~IVCutI~~'It7 S ~ ` ~ 3 CREST ELEV.=`3.5' (NO ~ COr011a, NOl'~h Car01111a
~ fit, ~ ~ 1 % St~C _ _ APRON) ~ /
_ ~ r;, x/ ~ i o~ _ 345 LF.~ REVETMENT [SLACK I~IL(_t7W -,w , i ~i\.~. / ~ 100 LF.f SILL x x~ _ , , CREST ELEV.=3.5 4ENT h "
~c~ , _ t _ 88 LF.t SILL Y' ~ ~ _k~~~ a CREST ELEV.-3.0 ~~`'~,,...~°"""W ~ ~ xOQ , 6~~/ MAINTAIN / i d~ "6~ 130 LF.f SILL issued for. Y~ ra .CREST ELEV.=3.0' M~> Client Review
REMOVE' BROKEN CONCRETE CREST ELEV.=3.0' ' . EXISTING ~ ';6 DEBRIS FROM BEHIND EXISTING ~ ~ x
300 LF.f SILL a ~ 5P VEGETATION ~ • WETLANDS. GRADE AND x~ _ ,,i _ / ~ 36 LF.t REVETMENT
CREST ELEV.=3,0' f~ x ~ . ~ 'i SMOOTH CLEAR D AREA AN1~~ ~ ~ ~ r~ CREST ELEV.=3.5 NO ' `°4, ~ ~ , ! ,~.~t~1~-~~ / C' REVEGETATE ~Nf'TH Spartina ~ ` '
~ y,k - , patens ~ APRON) ~ . ~ ~ . - - ~ ~ - -
Y ~ ~ a-- ' Not Approved far Construction
~ 7 { Drawing Title
~ `E` ~ t f f j 350 LF,trREVETMEI~T p;; x
x,. a. / / t CREST ELE±l.=35'"•"""-°_
,k d~..~~ Layout Plan
S~~Yn i6~EE ~f ~~`A`. ~r ~ x ~-...-r 0 w,.~,'"
0 0 'V ~ PUNGENS- ~ .M; ,
~ti~, ~.~~r use ~ ,rs
~--v~'Ar~ i7~ , R1i.L
t
BEACH ,`~1 ma , i , Drawing Number
60 LF.t SILL x,~ ti ~ . ` ~ ~ CRASS SNEL
CREST ELEV~ 3.0' ~ '
a' 50 0 50 100
.sUHLt IN rtt I
Sheet of 3
Project Number
32473
32473-LM.dwg

\\Vhb\proj\Williamsburg\32473.00\cad\ev\planset\32473-sections.dwg
Yanasse Hangen Brustlin, Inc.
Transportation
.Land Development
Environmental Services
351 McLaws Circle, Suite 3
Williamsburg, Virginia 23185
757-220-0500 • FAX [phone]
N N
O H O
PEAT PLUG
. ~ , 'AMENDED
. BACK FILL:.:;.. FILL; ~ . SOIL .
=WITH SANDFILL.;:-:% . ; . . . SAND FILL
E e ent lantm het; sting etai~
l~ g
N.T.S.
HORIZONTAL
6 ~ _ _ _ PLANT SPARTINA PATENS _ ~ 5 Q 5 1 Q
_ oo LB To s0o LB 2` i ~ 3 ~ CREST ELEV.=~F3 E ~ TOP OF BERM LEV.=+5 3 ~ t SAND PLANTING i EXISTING ROUND 5 0 5 10
ARMOR STONE MEDIUM 1' THICKi
EXISTING GROUND } VERTICAL I ~ j •~:;SAND FILL ( _
a I Wiz.-....._..-__-__________.__c? _
1 ~ ~y. ~ - _ - - - - - ~ 2 SCALE IN FEET
NORMAL 0; _ O - -
WATER LEVEL j - I ~ I } ; 2' AT 3: t PATENS PLANTI G
2 _ .~~a_ '
1. SET THE STAKES. 2. EXCAVATE A 4"X 4'" TRENCH j ~ I ~10' AT 10:1 9
UPSLOPE ALONG THE LINE OF ( FILTER FABRIC E STAKES. - - --MUSE-..EXISTth BLACK NEEDLE RUSH __..w____^.____eL_..,,_..,...._.,~.~._ - USE-.E~ffSiiNO- - _
,CONCRETE B"MA ` ~ ~ ICORE MATE .CONCRETE AS _ #PLANTING TERRACE -----------------__v_ -
J CORE MATERIAL G - ~ - V
~ i i -60 -40 ~ ~ i / I i' -40 -20 0
1~ ~ / ~
511 Ctlon -
% ~ - - No. Revision Date ppvd.
FLOW r ~ Designed by Drawn by Checked by
70P Of 70P OF BERM ELEV.=+5 ~~pLANT SPARTINA PATENS
ul ail 6 - - - - CAD checked by Approved by
' 4" t CREST ELEV.=+3.5 I 5' i
~d_._ n 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT " -x300 ~B TOW'906WLB~`~"'"'T`~"-`" \{r i 1 „_5, Date January 9, 2009 ( ` IVI _~,1..~ e~ ~ ~.._.m.VEX(STfNG~°PO ` 4 Project Title
TO STAKES AND EXTEND THE EXCAVATED SOIL ARM('fR STONE - IT INTO THE TRENCH. j i ~ SAND FILL , 1 ,t•.. , ~
2 ~ - ~ ~ ~ _ ~.~..._m..___.__.~ _ ; _ 2 Whalehead Club
i ~ t ice, ~ 15' BERM , ~ "
NORMAL ~ ~ I'it ' _ - . -~z-}- - _ 0' - WA I I - ~ TER LEVEL _ _ _ _ I ~ o Shoreline Protection
~ '~~;a; / - .
! EXISTING BRO _ ~~__.~_..e. c . t s+'r -EXISTING BROKEN! CONCRETE ~._~._..._._..~m ~..~,m. - 2 Whalehead Preservation Trust
~ II ~ FILTER FABRIC I~~I I i
• , . / / ' r _ 4 Corolla, North Carolina
- ~ - i - r ~ Issued for
r- FLOW E ~ _ _ 6 ~ ' _ ____V - 6
II ~~I _60 -40 - 20 0 Client Review
SHEET FLOW INSTALLATION jTe
PERSP C11 VI Y ( E VE EW) evetrnent Section -
NotApproved for Construction
FLOW Drawing Title
PLANT SPARTINA PATENS
A A B € PLANT SPARTINA PATENS - 10 ; Al` 8:1
PROPOSED GRADE - 4 i BUCK NEEDLE RUSH, ' PLANTING TERRACE ~ ~ Typical SectlOnS
4 ;-__________m_____mm____________ _ _ ~ 4
\ E 1~ i 11 1 1 ~1 I 1 I 1( 1 i EXISTING ~ , _ - - - - - And Details _ ~ GROUND I ~ ~ _
-°10:1 I
t I N' ~ NORMAL ~ 8.1
POINTS A SHOULD BE HIGHER THAN POINT B. 0 ; t 0 W ~ i € ( 0 WATER LEVEL O ; 0
DRAINAGEWAY INSTALLATION ~ € EXISTING GROUND f f ~ 1 PROPOSED GRADE
(FRONT ELEVATION) i ~ _Y__~____._._____.- _ ~ ~ ~ Drowing Number
3 • ~ • • ~ 1 Construction Of A Silt Fence ithout Wire Su ort ~ { E
PP E j ~ i
N.T.S. i f k E ~ ~-3
________E
-40 -20 0
fc+,CgfilUCU 13MIK 1OPC CCLIOII L1® sneet3 ot3
Typical Bay Beach Section C-C
Project Number
32473
32473-SECTIONS.DWG