20061327 Ver 1_Site Plan_20060816

°
WOOD HAND RAIL
EL = 11.0 VARIES AS DIRECTED BY ENGINEER 6' MAX.
zW TOP STRAND MIN. #10 GUAGESTAY WIRES MlN. X12-1/2 GUAG oo~°o
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~ 0 ~ ~ 3 N ~4 \ BOTTOM STRAND MIN. #10 GUAGE / PIPE OUTLET TO FLAT AREA ~ ~ NO WELL-DEFINED CHANNEL
2"x6" PLANKS 1 \ ~ NOTES:
\ \ 1. La IS THE LENGTH OF THE RIPRAP APRON.
ANCHOR / / ~ \ 2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT
8"x8" TIMBER UNIT @ 3'-6" OC 8"x8" TIMBER o UNIT CONTINUOUS NOT LESS THAN 6'. STEEL OR WOOD POST ~ 3. IN A WELL -DEFINED CHANNEL EXTEND THE APRON
o~ l Apo UP THE CHANNEL BAWKS TO AN ELEVATION OF 6"
~o d ° ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE
° o° NOTE: FILTER FABRIC TOP OF THE BANK, WHICHEVER IS LESS. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
J ALL TIMBER TREATED o INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION,
EL =VARIES °~p ° ~ FOR GROUND CONTACT NOTES: ~ ~ o NOTES: GROUND LINE i
(SEE PLANS) ~ \ V~ V~ fl ~ t, WIR'~ 1, WIRE SHALL BE A MINIMUM OF 32" IN ~ N FILL SLOP PIPE OUTLET PR®TECTION WIDTH AND SHALL HAVE A MINIMUM OF 6 I
i'- " ~ LINE 0 ANCHOR LINE WIRES W/12" STAY SPACING 6n N NOT TO SCALE
~ 8"x8" TIMBER 2. FILT TOP LENGTH 5' MIN, I UNIT CONTINUOUS 36'~ 2. FILTER FABRIC SHALL BE A MINIMUM OF
i.5' N ADEI ADEQUATEILDY TO TNT WIRE AS DIRECTED ~ ~ ~/VA%/
CABLE BY ~ 3, STEE BY THE ENGINEER F o- / to ~-o A 3, STEEL POSS SHALL BE 5 0 IN HEIGHT o= I / /V//V//V//V//V/
AND AND BE OF SELF FASTENER ANGLE ao wiv \ \ FES OUTLET PAD
' ? 5' MAX. STEE ~ 1$DO GU FT/ ACRE r STEEL TYPE Q~ H / MARADA WAY 36° & FE5 OUTLET PAD
4, WOC `L ~ IN } 4, WOOD POSTS SHALL BE A MINIMUM OF 6' a ~ \ LANYARDS END 36" SC071A RUN 4~" IN HEIGHT AND 3" OR MORE IN DIAPv1ETER ~ V A~ RIPRAP RIPRAP
I I PIRI
OS - III- I I I. TIMBER RETAINING WAE~ POST WITBHI NOT L ES S THAN T~9EWIREO STOAPLDES / Dsa IN 4 pia IN 4 CLASS A CLASS A 1-1/2" LONG Dmax IN 6 Dmax IN 6
- Not to Scale - APRON APRON
FILTER FABRIC ANCHOR FILTER FABRIC SKIRT THICKNESS IN 9 THICKNESS IN 9 AS DIRECTED BY THE ENGINEER LENGTH 12 LENGTH FT 14
WIDTH 9 iMDTH FT 11
DESIGN 21" MIN, EXTEND TRAILING SECTION OF ROCK AS REQUIRED G~ SETi`LED TO TO ACHIEVE STABLE CONDITIONS. GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
- 4' MIN. 1 ~~1.5' ~~I I I I - I ~f'f ~ ti
_ n_
~I
5' MAX WEIR ~ 2:1 SIDE EMERGENCY HGT. ! ~ ~ I ` ~ SIOPE M BY-PASS 6"
-~-I ~ ~ I ~ TOP OFSDE ML.ED b 0)1 M
~ III SLOPEDMA . 1 L
ATURAL ILTER FABRIC h NU®~
GROUND 3' MIN. ® CONCRETE DOPING a
z ~ '
ROCK USED FOR OUTLET 70 BE AWELL-GRADED MIXUTRE OF STONE WITH A d-50 SIZE OF 9 INCHES (CLASS B ER0510N CONTROL STONE} AND A MAXIMUM STONE SIZE OF 14-INCHES. ° ~ ' a'-0• MIN. s„
"r ~ CROWN OF TREE C5 NEEDED FOR LEAF FOR LEAF
t ~ \ GROWTH TO PRODUCE OXYGEN FILTER THE AIR, REDUCE WIND, SOFTEN NOISE, TEMPORARY SEDIMENT TRAP ~ AND PR VD TL~NFINOE , i 3 4" EMENT
0 I E BEAUTIFUL APPEARANCE. / ' ~ DO NOT DISFIGURE CROWN WITH PEARANCE. y, wrrH A ~o A ; ~ ~ . .
NOT T ~ IN5ENSlTIVE PRUNING! 0 SCALE I ~.MiRAFI 14.1N ~~R I
~ OUTt~f PIPE ~ ~ STEP ,gPPRO'd'E'D EOl'~V`;q..."
1 I :;>~:;<:;~.<<~--:~~ avERL~,P AT TO-> .
( I, I DRIPLINE / 4 OVEREI.OW PIPE:: / X57 '~~`A'?~=C=D ~TOti
/ ~ ° 4
~-EXISTING TREE ~ ~5 ~
~ ~ si ~ 'M' a^' Ipl~ OUTLET PIPE 4+ Y, .
~ i I
_ ~ ~'1; ; MiRAFI 140N OR ~ APPROVED EQUIVALENT /..4.
~ ~ J OVERLAP AT TOP 6"
P° ~ I' ,f QG "C' I STRUGTURAL ROOTS PLAN c~ASS °a° CONC. SECTION '°A-A" ,
~G S0. STRUCTURAL ROOTS LOCATED ~V ~Q,, FEEDER ROOTS NEAR BASE OF TRUNK ARE CLEAN SAND (DEPTH
QJ DRIPLINE I NEEDED TO GIVE SUPPORT TO FEEDER ROOTS ARE LOCATE ENTIRE TREE. IF REMOVED, AND WIDTH VARY}
I 3' MIN. STAKE AT "DRIPLINE" OF TREE ~ A ION TREE CANFAIL AND DAMAGE ~I HEIGHT ABOUE AND PROVIDE TREE WITH PROPERTY. GRILL BASIN
PROTECTIVEy(" GRADE MOISTURE AND NUTRIENTS. -SEE NOTE 2 & NOTE ~ BARRIER y v.. ~ SEE NOTE 1 & NDTE 4 NOT TO SCALE
1 J }..i-- 1 TREE PROTECTION DURINQ ~ON~TRUCTIgN i
~ 1. DO N07 COMPACT SOIL BENEATH TREES. NO VEHlOLE SHALL BE ALLDWED TO PARK > UNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES. RESULTS TO PARK RESULTS
n .a,. -..,,i,.,,~1 OF COMPAC110N CAUSE WATER ANDS AIR NOT TO REACH THE ROOTS AND THE TREE ,tile N~~I~„{ ~ I ~ l~'t L,,~~~., VII WILL DIE. fHESE FEEDING R0075' OCCUR WELL AWAY FROM THE BASE OF THE TREE OF
~ r ` ~~l 'THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE :LSE
IS PROHIBITED. APROTECTIVE BARRIER SHOULD PREVENT DAMAGE FROM OGCURING DURING CONSTRUCTION. 12" MIN. COVER
NOTE: 2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE 'HE
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING 1T ~4 COARSE PROTECTIVE BAKRIER IS TO BE INSTALLED AT THE DRIPLINE. UPRIGHT IN HIGH WINDS, REMQVAL OF THESE R04TS ALONG ONE SIDE 15 4" OVERFLOW STRUCTURE
AGGREGATE DRIP LINE -THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OU7 TO OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING O THE TIPS OF THE OUTERMOST BRANCHES. CDNSTRUCTED.
3, AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION. MIRAFI 140N OR w ° ° APPROVED EQUIVALENT
o~ ~ METHOD OE' TREE PRO C ION DURING C NSTRUCTION ti
NOT TO SCALE METHOD OF TREE PROTECTION DURING CONSTRUCTION NOT TO SCALE SUCTION ~ y ° ° OVERLAP AT TOP 6" w -
° ° ° X57 NJASHED STONE
~ DIAMETER VARIES" HDPE OR
CONSTRUCTION ENTRANCE EXIT EL. S<H.W.T w ° ° ° APPROVED EQUIVALENT
NOT TO SCALE + 2.0' ~ i;~~, ° ° ~ ° CORRUGATED PERFORATED PIPE
INSTALL WITH FILTER FABRIC,
N.C.D.O.T. CLASS B RIP RAP ,'WIDTH'VARIES" ~ CLEAN SAND (DEPTH AND WIDTH V,gRY)
TRENCH DRAIN DETAIL
R/ / ~ i i, i s (SEE SHEET 4 FOR DIMENSIONS)
Y \ Nar To scALE
e
~ y ~ ,/i
~ ~a \y
Y \
us FILTER LAYER 0
0 id
RGCK CH K ® EC DAM
a NOT TO SCALE
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SEAL SEAL DATE: NOV 05 SCALE flLE Nu~6ER
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®®®®~~°r1 C~(j( ~~>io . ~ i MCE PROJ. ~ 4005-0003
,res,., _ T L I nRAwty aee HORIZONTAL: oRaw~ua NuMe~R
JLV.AL JLI%JLLTJL%..Of "WMAC U
N New VMAC, LLC Hanover County' C DESIGNED RM E R AL
~L 243 North Front Street slu 74 s° Wilmington, North Carolina 28401 CHECKED RMC VERTICAL:
Phone: [phone],48 , Fax: [phone] POBOX323, :10 BOX 3234 PROJ. MGR, RMC NA
AA0002667 E80006691 WILMINGTON NC (NGTON NC 26406 GRADING EROSION STATUS: REdSION
o a aoa aot peg mec RD M R€yHD DESCRIPTIONS DATE (910) 792-11,2 910) 792-9923 DETAILS STORMWATER ISSUED FOR PER I
06 o www.mckimcreed.com RENASIONS Q

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ARM 1NA D 5 AND T ~ , w - L -
1, ALL INFILTRATION PIPING MUST BE LAID AT A FLAT SLOPE Td r ~ t~ \ CAPE ~EA~
PROMOTE INFILTRATIdN. r;! \ , ~ j r ~
2. DRIVEWAYS WILL BE ON FI ~~r , 1 t' ~ R ~ VAC R S C , NISHED GRADE (APPROX. 10 dMES , , , ~,u~ WILL BE BUILT ON PILES, FINISHED FLddR ELEVATION dF 18.0'. ~ , . ~ ~ so' o so' ~ ~a' (t -
~ .tom ® .'y J.A • ~ {
_ / , ~r< _ I_._____._. COASTAL ~ ~ SCALE: 1"=60' (Horiz.)
Trench 'Drainage` Trend& Rim ~ " ` ~ ET SID i ~ \ W L~ t D ~ v'r , - _
Stem hit Pi Le th Elevation ..r ( -r ` LINE . 1A 274 ~ Line Type Classification ~ ~ ~ v,, y ~ ~ ~ < . v~_~ ~ .r RIVER ~~C~~~._~_._..___.
r , , , ~ , ` 1-1 10.20 ti 3o3.aa' ( A
Ir i h1i \ \ ' \ 1.2 10.00 -a \ ` ~ \ UPLAND ~ ~ " , . , v ~ ` , ;y \ ` \ `
1-3 10.00 09'2T5~ j , ~ ~ ~ v ~ . , ~ ~ ~ ~ ; . ~ ~ , N d..~'""' , ~ , ~ v v ~ , s, . ~ 4 ~ , , . ~ ,,TRENCH SYSTEM B ` ~ ~ v. _ 'y ~ ~I NORMAL HIGH > '
1-4 10.20 ~ v'y ~ , '1 404 WETLAND \ ` ` \ ~ ` 'PIPE DIAMETER = 361NCH 'STEM 6 WATT'{~ LINE ~ v,~ f ~ ~ r~~,•, _ TER = 36 INCH TRENCH SYSTEM 4 (A~B} - ~ .y
16 48 COASTAL WETLAND LIN E ~g y i q ; , \ ~ ~ \ TRENCH HEIGHT = 4.33 FT TIGHT = 4.33 FT ~ yr ~ PIPE DIAMETER = 36 INCH
1-5 / ` ~ \ ~ ` ~ . ~ V . , ~ TRENCH WIDTH = 7 FT 10.00 ~r \ ~ ,,AA v~v y`\ ~ ~ V`. ~~~.~'INFfLTRATION PIPE INVERTS 'DTH = 7 FT TRENCH HEIGHT = 3,33 FT ,1 „4- _ _ w___ aN PIPE INVERT EL. = 5.33 FT ~ `I~` `s TRENCH WIDTH = 6.5 FT ° - - - -
~ f/~' y •",v' v~ ~ ~ ~ \ v OVERFLOW STRUCTURE INVI ~-6 10.00 \ ~ STRUCTURE INVERT EL. = 8.67 FT ~ INFILTRATION PIPE INVERT EL. = 6,08 FT
75 COD SETBACK ZONE ~ ' ~ `"~v `~`A v~~. ,A BOTTOM OF DRAINAGEINLEI s~ ~i~ ~M&~ ~ \ ~ , I 1 D 53 ~ \ , , ~ ~ . , \ BOTTOM OF TRENCH = 4.67 F =DRAINAGE INLETS = 4.67 FT 4- \ .i- ~ ~ `OVERFLOW STRUCTURE INVERT EL = 8.67 FT
1-7 ~ ,10.00 ' ~y ,~Av A~, ~ v~,,~~~ ~~e-. ~ ` ~ ~ ~ S.H.WT. - 2.67 FT = TRENCH = 4.67 FT BOTTOM OF DRAINAGE INLETS = 5,67 FT ~ ~ !.67 FT ,u, ~~r ~r v, BOTTOM OFTRENCH = 5.67 FT \r
`ti 2A 630 ~ ~ f , A . v ~ v ~ v , y~ ,..INFILTRATION RATE - 4.0 INIh 75 COD SETBACK ~ y, y`, y , v ~ DI - ' , _ 3N RATE - 4.0 IN1HR w \ S.H.W.T. - 3.67 FT
~ t~ \ \ \ ~ , \ ?'C 6°~~ ` DRAWDOWN TIME - 0.74 DAY 2-1 , , • . ear vs .~;k It ~Jr \,v, A ` v v ' ` v .`y~ v v \,A~v. ~ v ~"tv ~ ti *SEE TABLE FOR TRENCH LE N TIME = 0.74 DAYS ti, INFILTRATION RATE = 4.0 INIhiR w U v~~""~`" ' ~s'~ :FOR TRENCH LENGTH AND . J ~ ~ DRAWDOWN TIME = 0.55 DAYS ~ ~ ,
~ ~ \ 0 < 2-2 10.00 J ~ ,vvvov ~ -v. vv ~ ~ I / '~,t vv ~ vy ~ v ~ . ~ y .v v yV'V`Vv y `DRAINAGE INLET RIM ELEVA1 404 . WETLAND ~ , ~ , ! INLET RIM ELEVATION ~r ~ ,I, SEE TABLE FOR TRENCH LENGTH AND gI;GS pF ,v v , v, v ~~v ~ ` ~ ~ 1 '
10.00 NORMAL HIGH WATER LINE f 'I/~.a ~ ,,~•~~,,y ~ .v vv A, , v y , v~ y,v v y ~ A r~~ ~ ~ , ~r DRAINAGE INLET RIM ELEVATION >TURBANCE ~ , ~ ~ ~ ` ~
2`~ Ire V` \A'` `,~'~VAV~ A~~,,> \ ~A I ~~~1. V~, ~ V ~v ~ 1 v ~ ~ , v' v G'~ ~ v'~ w lu v'r v« v,.~ r yi ~ v,v vG w> vCOASTA6;/ ~ ~ ; A~ v~ y~A~ \ ~ a^` ~ .v TRENCH SYSTEM 5 (A-B} WETLAND ~ ~ ` ` y `v , ~ ~ 7°
I 26 101.9 ~ / ~ t ~ ~ vv V,, v . y ,v~ ' ~y v~~ ~~'v , v ~P , v ~ / ,J,' ~ 2~ 10.00 404 WETLAND, SALT MARSH ~%/r ~ y ~ v ~ , vv yA v y . ~ ~ , A V ~ vAvA'x~ V~ t' v \A~, PIPE DIAMETER =381NGH ~ .y a L~i~JE ~I- ~r v ~ , \ ~ ~~y ~ \ ~ ` ~ ~ v
2°6 10.00 , ` / v V,, \ \ v y y .a j v, v v~,y ~ ~ vv. TRENCH HEIGHT = 4 FT _ \ ` l\ ~ ` \ `t\ ~ \ \ ~ ~ ~ \ ~ ~ \ `
r r ~ 2-7 9.80 ` ~v' ~ ;f Ir,luE • ~ , _..I / ~ ~.,1~// ~ tii ,a: vex ~ ~ r~~~y~~.~.'~~v wj ,~•,~i TRENCH WIDTH - 6 FT , ` V v v v ~ ~ ` v ~ v v v ~ v ~ ~ \ ,.INFILTRATION PIPE INVERT EL. = 5.50 FT .v ; ~ y~ 1 ti , ~ ~ ~ ~ v, , v , - ~ ` v\ \~"o
2»8 9.50 ~ /t v y , o ~v; ? ETLANDS ~ ,j y , v ~ , , ~ v v DISTURBED W v v v, ~ v~~ v v , v 0 y\ ~ ` ~ OVERFLOW STRUCTURE INVERT EL = $.67 FT ~ ~ " ~ ` ~ ~ ` v~ 4
2-9 10.10 I ~ ~~v`~. e"~ tr, t ~ BOTTOM OF DRAINAGE INLETS = 5.0 FT j , \ \ \ `a ` `
2-10 10.20 ~ ~ r ~ SP,A~ES (6~yK,, 6, V ' ~ , % I v ~ , V ~~V`, ` ~ ' ~ BOTTOM OFTRENCH = 5.0 FT `vA ''V~ v ~ ~ ~ ` ~ , A,~ ~ v ~ `v 1 ~ ~ ° ~ `S.H.W.T. = 3.0 FT b~}ASTAL v', ~A v~ y~~`vvA `,,~~y v'~V ~ ~ ~ ~ \
2-11 DRANAGS INLET& ( ri ll~i i w ''y ~ ;`v~,;v , ~ ,v ~ ~ , 1.'~ v', Int~R~a ~a _ v,r, ~ ~ ;,w,,~~ 1o.aa I ~ ~ i ~ ~ ,v , , , 2-12 10.10 TRENCH SYSTEM j l~ ` ~~,~vv „ vv ~ , ~A ~ ~ ~ yv v , y v' y \~v ~ WETLAND vv~~,v 4.~ y ,v,v~ v ` ` A v.~v ~ A \ INFILTRATION RATE = 4.O INIHR ~ ~A ~ ~Av\V'^ ` ~ ~ v\ v ~ ~
Air , ~ , A ~ ~ ~ ` ~ \ ~ "v ~ . A ~ ti _ V 2-13 10.30 `•v .,y, ,•~~r tilt `:E ~ . v `v , v' ROP05 42" i ~ v. v `v~ ~ v ~ ~ ~ ,~v~ DRAWDOWN TIME = 0.72 DAYS LI(~ yr ~ ~ ~ _ , ~ ~V~ vA ` tiw~~~~-~~~,~..~ ~ ~ ~ `~v` °SEE TABLE FOR TRENCH LENGTH AND ~ ~ ~ v~;A~ v y J ~ ~ ~
~ t . ~ \ , 'V ~ , ~ ~ ~ , Vv. ~ iii ~ ` y ~ ` v ~ ' RCP CLASS IV z ' , ` 2C 300 ~l 1 I~~ v v, ,'y~, ~v 'v,v~,~.~., , ( ) ~ ,,vv~, vy,'. ` . ~ , , ~~.DRAINAGE INLET RIM ELEVATION ~ ~~A ~v, v,``~~ , i ` ~ V~ A vA ~ ~ p Ay1 \ `v v v ~ ,
BULKHEAD , I l ,li 1, ~ ~ y ~ ~ .`v EQUAUZATIOn~ PIPE , y`v', w .r ,I~ < ~ ,A v , vv 214 10.00 ~~1 ~ ~ y~` , ' ~ 0,3% ~ ~v ,v'v , ~iI ~il ~ V~V VV ~A \ ~ , ~ ~ ~ V v ~ \ \
~ ill ~(j) u ~ V v \ ~ A i r I ~•ni~ s A e ~ ~ " Oi/ ~,I,/ `Sr' t ~ ~ hA ill .r `It ~ , ~ A ~ ~ A v ~ v;; v` ~ ~ v ~ ti~ ~.,,v lv
2-15 10,00 % , ~U ~ ~ . A ~ \ ~ `ti. ~ ~ Q v ` ` ~ v ~A~ w`` ~ v A,I~. ~ 7 X ; , ; A ~ e~~;~ \ / 10.0 `~~q.6p} ~ tl
2E 339 rt I : ~ ~ 'a '.I/ V v , ~ , `x~ V ~ i~ i ,„t v ,.f .C` ~v v ~ v I1 ~ V \
2-16 v ' 1. l~ ~ ~ v \ \ \ { v ~ ~ A~ A ~ V ~ v A ~ v v v Av~A V~~~~, ~ fur. /
2'17 . ' 10,00 ~ % f ~ ' ~i y, dt ~ 'VA ` \ v y ' ~ v, v y,c;~, A .v A v ~ ~ ~ , 2F 351 ~ t ~ l~ `v , v v
a-18 9.50 ~ ,t,~ . ~ ~ , ff r \ ~ ; A \ \ V v v ~ ~ v v 1 ~ t ~ t ~ 7 ~ \ 2 GRAVE \ \ ~ \ \ \
2-19 9.50 ~ ~ F.,;~,, ~ ',1~ .t ~ ~ ~ ~ \ l ?P>l', „ _ ~ a ~ fir' "~I,' ` Ir' f \ \ ~ ~ ~ v A v A V v V \~v. ~ v .v/ Ab' .vI~ ~ \ \ ,v ~ V~ \ ~ 1 ~,_a i_t ~ ~ PARKING ~ ` ~ v'ti ~ ~ A V V ~ y v v V \ ~ v `v p v `s o S SPACES '
2-20 9so -~~l< ~ ~ coasrAL n;'r t ~ \l\\ v r A v~ v v ~ `cfl A v ~v , v \ ~\y~~ v A, A yA vA ` v ~ I~ v '~9` X iB')
020 / , l11 y. ~ WE rLAND ~ ~ ~ , , \ ~ ~ \ ~ .n vA v Avv ` .v~ v Cv` i ~
1 10.00 , 11 ~ ~ ! , NORMAL NIGH LIN£ . A A Cl'h \ v A ~ ~ v Av A \i, - 7vvv ` v v ~ ' ` Q ~ Or r V v'\ v VA A V A V~ i 1 I I
3.2 _ 10.00 .WATER„`LINE , ~ y ~y
3-3 10.00 l ` 7 1 ~ , ,j~ ",f F V 'tit - ~ " - ~~\i , 3~4 9.50 , ~ ~ ~ ~ ~ , v ~ ,,v,.. ~v ~v~` v ,v'' `,v°~` v`~~ 4 is t
l ~ l r, ~ ~ 0 3-5 9.70 rf ,'r`} . ~ ~ ~ ~
~ ~ ~ t ~ TA OP 3~6 9.70 f ? ~ i 1 t'~. TA ON y `~.v ~ ` ~ v~ ~.A~v,. , ~ ~yv~,. vv~vy v, I {I
3.7 9.70 ` 1 ~ _ _ t ~ ~ ~ \ `f ! r
/ A. n ~ , , ~ , . . 3-8 / , 9.70 / ~ y
< ~ 3'9 9.50 a ~v v' ~Pi~4~~~'ED 36" ~ YV ~ 404 WETLAND ~~~~`~`~t ~ ~ 1ti i '
3-10 ~ 10.00 i ~ ti , v ~ ~ ,~j P'~. v„~ / ~ v~~ ~ ~ , ~ ~ ~ • • ti ~ ,`'\v ~rQU`ALIZATION" PI
1.., 3-11 10.00 ~ ii / ~ A ~ vv"y,~ ti, `v`•,\`~~,(9!37 I / / , r ~ , l , ~ . A ~ , ~ , , ~ I V. tJ
3B 311 ~ y ' , ~ y v , y ~v v ~ `y ~ ~
. / \ 1 , 3.1 1 V ~ rt ~ ~ I 'vJv / / ',A, v , A y ,v ~ ~i . ,y~ ,,)l Rr~/ v ~~V A A ~ ~ ~ a "4'~ , , - v~`- ~l;' 'Jr vV vtr v~r v: \ y~ ti~ ~P~kAVEt ARi~IN`G ~ . I~ LIMITS OF cES 18}
3W14 10,00 I ~ ~ ~v\\~~v~A vv .v V' ,A\v~vVA',v ~ . ~ ~ ~ ~ V ~ VV - ~ i ` i~ ~r ~ v~r ~,r ~ ~!r DISTG~BANCE~~ ~l5' ~
4A ~ 1263 tir ~ w ~ ~ /w "v Vv v , v ~ ~ a.A, 'v v ~ ` ~ V ` ` ~ a,~ ~ 'r1 A \ , 'V ~ . \ l ~ , \ ~ t ~ .f ti ,A~ V~ VA~`VAV' ,A`\~~ vA o r
a ••,fr vl.• J/ v'~ v11MBER ~ 2~'I TRENCH SYSTEM 3 {A•B} euu~NEAO TED 1~ ~ ~ ~
4-2 9.60 V~v\ ~yA v v~ ~,,v A\. v A V , , \ Q' ~ GRA~V/E~ / v PIPE DIAMETER = 30 INCH ~x \+r r ~ 'P`ARK1 G my
• \i ~,.y---' y~~ v~, ,~l \ ~ \ \ \ \ ~ ,V ~ CDAS'rAL ' , \ ~ , „ si~(sri~dc soft aoao • TRENCH HEIGHT = 3.17 FT sPAC s
,l f ,'vv`\\~`vy ` 'V~,''~,A\•A v\v v~, ,t, W~TtAND ~ •wv~~ ; v~,, V„~. ~ v;. 9:5 v~ v ~ TRENCH WIDTH = 6.5 FT sir ,,I,. ~ (9 ~L6i) r~ INFILTRATION PIPE INVERT EL. = 6.17 FT ~ ~ ~
4'S 10.D0 '3 ,~Ir ~/.Vy ~ ,V, v \\A~ , V\,.' SINE \~A 'V ~ V V ` A"% 4 GRAVEL PARKING ~ ~ / / \ ` \ \ \ \ \ , , ~ \ ti ~ ~ ~ . SPACES (9' X , - - - ~ ~ ~ ..i'n,!, ~ \ \\~A,A ~ `~y,'V 'V A .A V °~~V A'~ V.. 'w` `~V' ~ ~`e~~ A. A ~V~,~ ~ \ ti \ _ A, , - , OVERFLOW STRUCTURE INVERT EL. = 8,67 FT ~I, \V BOTTOM OF DRAINAGE INLETS = 5.83 FT 4r ~ ~ ~ ~ ~ 9.5 ~ ~~p
r / ? \ ~ y\ f BOTTOM OFTRENCH = 5,83 FT
4,6 ,"J t ~ ~ t \ A y\V ~V \ \ A ~ ~ ~V\ ~ A MBER ~iEA ~ ` lED 9.50 t ~ / . `y \ ` ~ . , • ~ , ~ v'VV~y, , I >it ~ . v , ~ / ~,d au t ~ , i ` , A ~ v ~ ~ vGf w ~ ~ 0 \ ~ U(HEA6 ",`'',m ° S,H.W.T. = 3.83 FT ~ .If v~ vs~ vV .y~ ~ ~ q 1;
i ~P / ~ V A ` ~A ~ A V • ` ` A V~V A ~ v. A \ A (EL. 11.0 i ~ ) ~ A V ~ t ,A , \ ~ t r Vt _ 49 9.50 ~ ' , 1 INFILTRATION RATE = 5.0 INlHR ~I 4-1 ~ Q / , \u ' ~ DRAWDOWN TIME = 0.66 DAYS ~ ~ ~
\ ~ v % ,,`vy\v,~v.v yVy '~,v~vwyV~' ~ ~"T` ~ \\V~, I vv,' *SEE TABLE FOR TRENCH LENGTH AND '
11 9.60 / ~ ~~v v y~, ,v \ \ ~ .yv~ v , / l 7 v,~ DRAINAGE INLET RIM ELEVATION v vv~ 4L
171 ;r ~C' ~ . ~ . v v v ~J, v< ~A 7 v V' , ~,~v v\ ~ v ' 4-12 9.80 ~ ~ ~ v V"~ y ` \v~,~v` A ~v~ v v ~ y ` ~v . TRENCH SYSTEM 2 A-F ~pp~~ r
_ ~ , ~ ?t .V v \A e y/~ v A V AAA\, y w ~ ' ~ ~ A w PIPE DIAMETER = 30 INCH ,.i ~ r t , 5A 166 ~ l1 ~Fyrr~ k A', ~ r,.~ `.,v ~ ~ v y ` y - • , O / 1~
\ ~ ~ . y 'y v TRENCH HEIGHT - 3,58 FT ~~t 6-9_ 1(.•00 `,~`~~v\~ v•~' v• v ,;~rv - l .1 vy ~ y, y~, \ ,v v , v~I<,A \ ~~'vA ~,A~s v ~ ,y,~vyv ,,'TRENCH WIDTH-6.5FT O.O r ~
5-2 9,50 %l % y ~ y ~ ~ , v v ~ . v ,A ~ v , ~ ~ ~ v - r ~ % n " ~ P ~ \ , ~ ~ y y` \ v y . v INFILTRATION PIPE INVERT EL. 5.96 FT DI 3-7 " ~ '
5-3 9.50 v / ~ A v ' v ~ ~ v ~ \ ` er~ v~A OVERFLOW STRUC"PURE INVERT EL. - 8.67 FT i~~ V' .'V~ \ r V~ ~ \ i'' ~ \ V ~j,V , , A rn A ,i PROPOSE 36° ~ v . , , ~ ~ S ~ / ' RCP ~ (CLASS IV) ~ ~
56 136 a v ~yv ~i~v~ ~,vy~ ~ vV- ~ ,V 4' ~ BOTTOM OF DRAINAGE INLETS = 5.42 FT t ~ , \ \ \ : . \ 1\\ , \ ~ t ~ . , BOTTOM OF TRENCH - 5.42 FT ;~r v,~ ~~I~DI 3-8 ~ ~ EQU~LIZATION~IP o~~ vv~ `v~ ~ 1
' r 5`4 ~ ~ v v ~ v ~ , v y vr,~ v ~ ~ \ A`~~ ` , v , 9.80 ' ~ ;'~~~vA~,,'\ a t7 ~,AA ~V\,Av \\v \•A ~~\V\\~AV A`~~` v~`,v~,~S.H.W.T•=3.42 FT ` ~ 404 WE~`LAND , ~ os~ ~ ~ I
5-5 9.60 ~i / ,A v v~ . ~ ` v ~v; V\ v ~ v~','yy~ v , , , ~ ~ v ` ~ v;~ 404 WE~~ ~ v ` ` ~ ~ / ~ \ v\~;.<<A~. ,.A ~ ~ v~,v , ~ '~vINFILTRATION RATE=2.0INlHR 5-6 ~ 9,~i0 r '~t ~ v , ~ , , ~ wy. E ` y\ , ~ v._ ~ , v ~ v ~ i ~ ! JNVERT ~ ~ ~
' , ~ v \ , ` j' , ` ~ \ v e , y DRAWDOWN TIME - 0.29 DAYS 6 328 ! i • ~`~A, ~ v.' v ,AA• y ~ ~ " ~ yy, ~ SEE TABLE FOR TRENCH LENGTH AND , 1N 1. ~ 0. ~,~MIT of 4; yr ~ v ~ v~~; r ,'r pIST RBANCE
1 r ~ ~ ;7 6-1 i~ ~ ' ' ~ \ \ \ ~ ~ i ti.,_DRAINAG6 INLET RIM ELEVATION r ~ ~ / l 9.50 j ~ ,v ~ v• ~ , I I t ~ I ~ ~ v p
f V ` ~ ~ AV ~ ~ Y' i ~j . !i "tt •1o-'' \i/ I~ ' D ~ l w „ 6-2 9.60 ~ i ~ , , , ; v y ~~~r a~; s u v , ~ >4' , ` .\`"'~R~~~ ' ' i ~ 1 A-D LIMITS OF t ~ DI 3_g A~ ~0 ~ ~ ~
6-3 9.90 , l t ~ ~ ~ TRENCH SYSTEM lI ~'v`~,"\SP~~e' v ~'sl ~ ,DISTURB,A,NCE j ( ~ 9•~~ l~ '~~i ~ vt w' ^~~,s~ 2 - INCH ~ A ' ro v v P v~ ~ ~ ~ ~ ~ ~ ;
i 11 7 PIPEDIFMETER=36 w \U ; 6.4 9.50 ,f ,y~~~;; v\vv.Avr~' I ~ ~ - v, 1 ~ "v'~, ,,`y,;,.~~ v, yv V•, y TRENCH HEIGHT-4 FT tf) r~, 7]MBER 1REATED ~ ~ ~ ~ ~
f', 1. i i~' ,V~ ~V ~ ' , ~ I _ -SJ ~ j I ' ,yip i ; , A yv t ~'v' TRENCH WIDTH - 7 FT - ~ , ,,rr o /J, ~ I a\ ~ 'qlr 6ULKW~AD (EL. 11.U'} s ( \ r r~ ~ RT ~ ~ ~
9 ~ , , y V , y v 1 3 INFILTRATION PIPE INVERT EL. 5.50 FT 1 i ,l~ v • y y ~ OVERFLOW STRUCTURE INVERT EL. = 8.67 FT ~ l i~ ( . ~ yI~ DI 3~;5 ~ T 9.58'
l;~ / ,r~ I f,~ ~ ~ v V~~\\. A ` ~ I •0 - ,;r F DRAINAGE INLETS = 5.0 FT t a BOTTOM 0 t ; ul I y~ v..vv,, vv\ ~ o ~ ~ F~; ~
~ ~ ~ , ~ ~V\ \ , ~ BOTTOM OFTRENCH - 5.0 FT r .I, ..t. ,,i;
y,~ ! v.'v~ ~ A~.`y~~AA Av, v g '~i S.H,W,T. = 3.0 FT ~ i ; i ` 5' SlD ~ ~ .5 r'~.,,i EWALK i, • \ r ~ , , A INFILTRATION RATE 6.0IN/HR ' ' \ \ - - } J l ~ ~ _ ~ 1, i7
/ P I ~'r~ A~~;)C~ \~VA . ~~?~~v ` I g v~ DRAWDOWN TIME =1 A4 DAYS ' • / ~ ~ e t (7, \t, \r. 1 v .i ~ GRAVEL P NG ~ 5~ 1 1-~ ~f, ~ G
\ ~ ~ *SEE TABLE FOR TRENCH LENGTH AND ! T7~ _ .o -5, i sPACES r . ARKi ~ / \ ,9, X 16') t ~ \ ~ y~~ Vv~v DRAINAGE INLETRIM ELEVATION ~ ~ ~ ~ i r
~~r , ~ ~ I ~ ~ ~ ~ ~ . p VA. A ~ -r ~ ~ !I ,A , ~ . y;v , o I 404 WETLAND 4 GRAVEL, PARKING 1 ~ ~ ~ ',r SPACES (9'v~' 98') ~ ~ v.~' v.~ Vt ~ 'a
ll i , ~•E' / jl I Jr ~ saF t ~ 1 `t
f! , ail „A ~..A ~ ~ ~ LIMITS OF ~ l t~ ~ v v ~ - l { II A~ 1- ~ DIS7URBANCE ~ c KI'TT-!,WAKE T-~-•- _.--°fl~ -14 1 H.. 1 r ! 1~~19.0 ,!,F y~~ ,r yr tip; ~ _2 i ~~w v~,, ~
r ~„I , v ' v~ 10.0 ~ a ~.6 ! (f' ~ ~ 1 I~ t ~ 6%a, G + ~ ~ ~
I ~ ~ .h - yIG ~ ~ _ ~V v~~ ,f, I Y f ~r
'u ' „ O ~ ~ ~ ~ ~ -I- ,..c'; GRAVEb~ARKING A~~ iNG tii,DISTURB;ANCE ~ ' I, A ~ . v;- ~
I'. LLD ~ i, "~r~~ ~i ~Ch4~_,_ , ~1 l`ouv~ - r 1 SPACES (9 X 16') u ~ ' ~ ~ U1; ~~C;~ OC LOG .,u ~ ~ - - . f DI ~ 1 b1.3 ~ Yid " , ~ _ I • ~ ,,y
~ .....a,..- ---z- _ ~ ~ Imo.. LOC---~--~__ LOC l s~ s ~ i , 2'61'47" ~ , _ 0 O 25I'4~~ _ ~~e ~ - -1- _ _ ~
i I --____~I _ - ~ .__-t . ,I L~--LOG LOCH m•
, i LOl. ar v } ~ ~ f0'PPo4AtE RN {
~.Y = i,. ~ _
V ~ I i ~1 ..U ~ ~l _ ' . \\\nnn}}}~~~ f~~ _ ~ ~ ~ \~~LO EL=1.0' °u~mmui 0.=10.0..--i/crt ~A"rc~.,-.. e~m~ F1=1t.C'
~ ~ / ~ - ~ - 'C d
® ~W ~ - Q - - w ~o~ ~ ~ ~--w--- roc Loy " ~ w ~ _
l p f~.-. LAC w W - W , tv ~ ~ `-.~_"-,F^-~----.-.." 8 ~ WA7Efi MAIN EYJ511NG GRAQE B' t~7ANTY 5EWER~ / 6 _
N ~ , Fib. ~ I figo e ~ I l --may 8"x8° 'RMBEN Uh9T 2" FORCE sfAIN J 8"x8° Td,4BER UNIT ®3'-B" OC MAl(:RIAJ, F1Ll ~ 3-6° ~
t0 ~ 1 `s W ~ LO LO o LO C L~ LV~ ~ "~^--+^-~1 O KERAND LIMIT ~iJ.t~lde. AIERIAI Nf71.RPlD LlMli .
~ ~ I i ~ i w Q -~-.ERd.= ~9 ~ ~ ti t~. ; vEM: ~ LOC LOC°-~- LOC'~--- LOC'~°---^ NEw s~~r r~ENCe ~ ~P+71vN A - A New ~u r~rx~ .,°„'...,,~P^,-- Fes, FM FM L~ LOC LOC Not to 5ca1e
~ , , l I _ _ , . ~ ! -..m r
M
SEAL A
$ ` nrirre y ~ o , ATE L I DATE: NOV ®s SCALE M~~° a~~ N~M~
a / MCE PROJ. ~ 4005-0003 CeV~~
4 I nQewnl ere HORIZONTAL: rntaw~NG NoMLSeR
0 1 V 1 1 V 1 1
N w - SEAL Hanover County, DESIGNED REM 1" = 60'
243 North Front Street 2251(JWMAC 574 Wilmington, North Carolina 28401 11MAC, LLC i\jew CHECKED RMC VERTICAL:
Phone: [phone] Fax: [phone] PO BOX 323 ® B® 3234 PROD. MGR. RMC 1" = 6CY P k% -A
WILMINGTON NC 'INGTON NC 28406 GRADING STATUS. RE`JVON
o A 401 / 401 PERMITTING 07_31_08 AA0002667 E60006691 REV.NO. DESCRIPTIONS DATE it 1 1d 1 (910) 792 11 e
i NS www.mckimcreed.com 910) 7921123 ISSUE FOR R110
YRAY F9S'^3~2Y'R3w Zi'K':tyc,';.Y'3:.Y,~R5tiv~.CT.a°s:;oY:d#:~ 2tt~i'

iSbR~~!T$~X4YtRRS3i;oi~Ti.b'iBJ.fiF $'SwT , n
L
RW ~ RW 40 PRIVATE R W
Line Type Glassification 5AN4F~S ~
--3.0" SF9.5A UPLAND ~ .~1' x
v
12' ' 12 GRADE TO GRADE TO GOASTAL WETLAND LINE r m
EL=10.0' EL=11.0' DRAIN DRAIN az .:J
EL = 11.0 ...._-.-1 4 FT. 1 4 FT.______..~.. 7 4
7s° caD sETBACx ~oNE ~
D D D DO D D DO D D D D D ~ D ~ PROPOSED a
,9 „ \ 9, 99
8x8 D D 8x8 \ i. 1 CENTERLINE GRADE V 404 WETLAND, SALT MARSH ~ a a ~
TIMBER ~ \ / TIMBER U
\ ~ FILL UNIT ~ ~ DISTURBED WETLANDS ~
„ ~ 8 ABC \ ~ FILL \ / ~ ~ > ~ 9>
3 6 C ~ \ 0 6 MATERIAL / 3 6 OC ~ / , A AL \ SITE CAPE BLW ~
DRAINAGE INLET & TRENCH SYSTEM
/ ~ /i , \ ~ \
, BULKHEAD ~ ~~I
WATER d 44 LF 36" RCP @ 0.3~ D ~ WATER LEVEL _ WATER PROPOSED GRADING ,
LEVEL
LEVEL 12 M! N ~
9P I 36'> RCP NUT TC :'~~;~(_.E:
INVERT „ INVERT
t 12 MIN OUT 2.40
IN 2.54
SECTIOf~ A - A
NOT TO SCALE
RIOT TO SCALE

1
~~4/ vii ~
I I
r, z
E ~ i ~wi ~ ~ 4
I i , / r
t ~ ~ i ~ l
20 0 20 40 << >
SCALE: 1 =20 \s f`
BULKHEAD ~

Y l ~`wi `s ~ i ~ ,
~,~f, _ '
~lE~ ADD ~PAC~S
~ ~ I.,~l
~ V,
a~+~ ~ ~ ~
i y
1~ #1 1, 240 SF 0~ 0285 AC
~ ,
j, i ,
;
~ ~ W #2 97 SF Oe0022 AC
} I Vj
/ y~Y ~ / v l 't

/I I / W #3 19 SF 0~ 0004 AC
1~~
f /

11
S _ ~ ~U #4 543 SF Oo 0125 AC
' ~ / ~i/ ~4 ~i, ~ ~I~ ~ ~
r
• .:~~r ;
W #5 4, 801 SF 0~ 1102 AC
~ ~ . 7 ~ X
/ ~
\ 3> r f
W ~6 10,395 SF 0.2386 AC
{ / / i /
i ~ ,~'s, X ~ t~~
n , l./ s • X _ . ~ ~ : ~ w,~
r i ~ TOTAL 17, 095 SF 0~ 3924 AC

,r ~
~ j
,c
t 1.
v.,~~
y ~ j
Fi ~ ,

t
} "

. ~ 1 /

~G
R ~l C
ro ~i ~f `

e f. N yr
<3 S
BULK EAD o . ,

~ / ~
0 c SEAL SE L
O ~®,,~`IIIINtB r DATE. NOV 05 SCALE ra~c Fl!~ t~u~aeFla
a ,,o~ CAR 1 '<o t p MCE PROD. ~ 4005-0003 ~ .
'~i ~ ~d ® ~ ®~I i11 Al i~ _ _ ~nRE7nN~rb~ a
F 1 V TV 6-! 1 L-I N IYI /-11 %I N L-r-%114 Lof 1 I V%--Ip DRAWN REM DRAV(ING R4/MSER LAC VMA c f L L co ;m" DESIGNED REM _ 20'
U 4W*0MI I I T
SEAL 243 North Front Street STOWMAG $ 22574 CHECKED RMC VERTICAL:
Wilmington, North Carolina 28401 W #6
L,G Phone: [phone] , Fax: [phone] PO BOX 323 324 PROJ. MGR. RMC 1" = 20'
o A aaa / ~m ~~i 9R 0~ AA0002667 EB0006691 WILMINGTON NC PERMITTING 07/3/as INGT®N NC 28406 WETLAND IMPACTS STATUS: RENSIO
RE04M DESCRI PIONS DATE rr 0 1011 (970) 792-112 a10J 792-1123 ISSUED PERMITTING A
® M i www.mckimcreed,com 101 j

L
RW RW 40 PRIVATE R W
Line Type Classification '.W.' gANDERS R~ Q
-3.0" SF9.5A UPLAND p ~ ~ o/ :
x
12' ' 12 GRADE TO GRADE TO COASTAL WETLAND LINE p
f EL = 10.0' - ' DRAIN 99 DRAIN EL 11.0 ~ w ~ ~ i
EL = 11.0 ~--.-1 4 FT. 1 4 FT._________.. sn ~ C ~
~ ~ ~ a ~ 75' COD SETBACK ZONE ~ ~ ~ 1
~ a ~ ~ ~'a
D D D D D D D D D D D D D ~ f9 9> PROPOSED
X~ i \ 99 99 D D U X8 ~ / ~ ~ E ~ TE R LI {V E GRADE ~ ~ ~ 404 WETLAND, SALT MARSH w ~ 1,r'
TIMBER \ TIMBER U ~
~ UNIT C~ / , f, ~ FI / / LL UNIT @ • i DISTURBED WETLANDS ~
> ff FILL 8 ABC \ > 9f 3 -6 OC 6 ~ \ / , 6
~ \ MATERIAL ~ ~ 3 -6 OC MATERIAL / / \ SITE ?liE CApE ~i.JC 1~,Jr
DRAINAGE INLET ~ TRENCH SYSTEM o
/ / /i ~ ~ r
BULKHEAD

WATER ~ 44 LF 42" RCP C~ 0.3~ O WATER LEVEL _ WATER ~ PROPOSED GRADI(~G I
LEV EL
LEVEL 12" MIN ~ICI~I
INVERT 42" » INVERT 42" RCP NOT TO SCALE
OUT 1.56 12 MIN ,
IN 1.70
SECTI N - 0 A A RCS S~TI®N
NOT TO SCALE
RIOT TO SCALE
y'y \ ~ \ y ~ v V ,i V v

a V ~0 ~ti
~ ~ ~ v~ \ ~ ~ 'd/
~ ~ ~ ~ ~ r~ ~
\ ,.,U
~ \ / 20 0 20 40
y, ~'v ,v v ` v ! ~o'
V ~`'v ,v ~ `ti ~ \ \ ~ ~
\ ~ ~ SCALE: 1"~~9' ,a
I
~ ~ ,
~ ~ ~ ~ \ ~ ` i`
w \ \ ~ ~ \ .I r''~ \ 7 1
\ ~ ~ / \ \ ti l,f', \ ~ ~ \ ~T~.A~I D I ~ P ACTS
\ \ ~ ~ \ i ~ , \
~ \ \V `V \ ~ V ~ ; ~ \ ~ V ;
3 \ ~ ~ ~ ~ % ~ \ W ~1 1, 240 SF 0~ 0285 AC
i ~
/ ~ , V ~ 1 ~ 'V A ~ ~ ~ ~ V ' ~
f V ~ V ' ~V ~ ~ ~V ,V v
~ ~ \ \ ~ \ i W ~2 97 SF~ 00022 AC
t, Q ~ I 9 ~~tt,,Ipp,,~ V \ I \
~ \ s 'b/ \ ~ Z ~ ~ ~ a ~ ~ ~ / V
i l ~ \ , I ~ , i \ ~ ~
\ ~ ~ \ a W ~3 19 SF Oe 0004 AC
!t ~ ~ \ ~ ` ~ ~ y \ \ A ~ ~ ~ l ~ \ ~ w a, ` r ~ ~ A \
\ A ~ \ ,
1 \ `:4 ~~~,i~' V ~~V ~~a ~ ~ ` ~ _ ~ 1 ~ \ \ \ \ \ i
/ A ~ ~ ~ ~ . 4 F ~ ~ ~V ~ ~ \ ~ i \ V V ~ ~ xV ~V A ~~F~ ~ V ~V \ \ ~ ~~,.v% f W #4 543 S~ Oe 0125 A~
` } ~ ~ ~ ' - ~ ` , V
~ \ . A ~V ~ ~ ; `r ~ \ ~ y ~ 0V ~ ~ A , ~ \e, ~ • \ ` \ `l \
\ ~V ~ A ~ ~ • h \ ~ ~ , ~ r \ ~ / V~ ~5 4, 801 SF Oo 1102 AC
V A / Vi/ ~ ~

\ ~ \ V ~ r~ ~ V \ x "V ~'t ~ ~ ~ \ ~ ' x ~ y,s \ V \ ~ ~ \ r~ ) ~
U~l 10, 395 SF 0~ 238 A~
~ ~ A ~ ~ \ ~ ~ Z / ~,~y/
~ \ i V ` ` ~ _ \ \ \ ~ \ \ \4 \ \F ~ ~ \ \ \ \ \ \
\ \ \ l~.t~ \ ` \ \ V ' 'V A ~ ~ A V A \ \ ~ti ~ A. ~ \ ~ ~ \ ~ ~ \ A y
\ ~ ` TOTAL 1 x,095 SF 03924 A~
~ \ \ ~ ~ V A i4~ 4 V ~ I
~'a A. 'y ~ ~ \ .V ~ ~ : / ~ ~ ~ ~ •a%
~ A \ ~ \ ~ A 0 ~ ~
~ ~ ~ `i ~ i A \ ~ ~ AV A \ ~
~ \ t \ \ \ ~ \ \ ~
` ~ ~ i ~ ~ ~ ~ ~ ' ~ ~ ~
s. i ~
'ti j:' \ ~ \ ~ \ _ ~ l~ / ~ \ \ pp\~~ \
~ A~ ~ l.~'~.. ~ \ 4~ \ ~ \ ~V ' L, ~
A `V A
~ `s. ,
~ ~ \ ~ \ \ ~ `V \ V ~ ~V ~ `V A ~
\ \ ~
i'\ ~ ~ \ \ `v A ~~'v
8 v ~ ~ v v ~'v y ,y ; ~ ~ ~
\ A V ~ y\ -1 \ ~ \ ~ ~ \ ~ \ \ 4
~ ~ V A \ . ~ ~ m w~, \ \ ~ \
~ \ I ~ \ ~ ~
~p , ~ V ~ ~ \ ~~V A
O t ~ V ~ V ~ V \ \ A ~ t A ~ ~ ~ ~ V A x \
~
~ `\~y V A ~ \ ~j~ \ 4/ \
M
® ® iuxx SEAL SEAL
o `1,`~9i1611dBld,o/, ~ DATE: NOV ~5 ~'CG~~ ~ " ~~:r, ~i~ut~t
~ ~ CAR / o~
1~!®T~~?A~ A Q~ I ®~S I nl f' ~cE pao~. ~ ~Ql35-o~0~ ~;~:~~~x- S,i Ilt71 ~ .A~. n! x ~..is.~.w~xs. e+~,.~r~~a.. s.~~~:
t r% I t-I ®IVI r1I %I! ~~1 41! 1 r %7 DRAWN RED
SEAL WILMINGTON, NC `f'' {
22574 - 243 North Front Street S"Fwuo WMA C 1/ MA C L L DESIGNED RED Pr VERTICAL: 9 CHECKED _ RMC
Wilmington, North Carolina 28401 r ~ 4 W #5 PROD. MGR. RMC 2~~"
Phone: [phone] , Fax: {910}251-8282 P® BOX323~ I SOX 3234
o a 404 / 4pi PERMITTING p7J31/pg AA0002667 EB0006691 WILMINGTON NC, 'NG TON NC 23406 WETLAND IMPAC T S SR~wSON son
o r°P D ®a REV NO. DESCRIPTIONS DATE t t , (990)792 992 390) 7921123 PERMITTING
www.mckimcreed.com r
N

L
' RW RW 40 PRIVATE R W Line Type Classification snNOeRS Ra
>r UPLAND &
-3.0 SF9.5A x/ ~ ~
N ~ by
12' ' 12 GRADE TO GRADE TO COASTAL WETLAND LINE Y 4 ~ ,
- EL = ~ 1.0' _ DRAIN EL 10.0 DRAIN a~ ~
EL - 11.0 1 4 FT. , .~------1 4 F~T,
75' COD SETBACK ZONE ~ % ,~t,
D D D D D D D D D D D D D D \ PROPOSED Q ~ ,
}7 9i ~ \ \ 99 99 8x8 D D 8x8 G E N TE R LI N E GRADE ~ 404 WETLAND, SALT MARSH ° j'~~ ~
% 1 U ,1€' ~.1
TIMBER TIMBER ~ ~ ~E
~ \ 9i UNIT ~ / , / NIT @ FILL U / ABC 8 ,DISTURBED WETLANDS E~,,~~
9 97 FILL 7 99 ~ ~ 6 - 3 -6 OC b MATERIAL / 3 6 OC SITE ?FEE CAPE ~ \ I r.,r ~ s
~ / / / MATERIAL \ DRAINAGE INLET & E
\ ~ TRENCH SYSTEM /
/ / ~ /i~ \ ,
BULKHEAD E

PROPOSED GRADING
WATER D 44 LF 36" RCP Q 0.3~ ~ WATER D WATER LEVEL
LEVEL LEVEL
36,7 12" MIN INITY
36" RCP NoT To SCALE
INVERT ,9 INVERT
' 12 MIN OUT 1.97 ' IN 2.11
f~OT TO SCALE
SECTION A - A
NOT TO SCALE ;
~ ~ ~ , ~ \ \ ~r
\ ~ r o
T~. ~ ~ \ r,
V ~ ~ ~ A tvhv) A ~ \ ~ ~ ~
~ t \ °~,1% V ~V ~ ~ ~ ~
.y ~ ~ ~ ~ r
A ~ ~ -
\ ~ :1 ~
~ ~
~
~ ` ~ ~ ~ \,i
~ \ ,j . - BULKHEAD ~~E Tl___ A~ D E~ P A C TS

~ ~ ~ a
i, ~
~ A.~ ~ .t, A ~ ~ j ~ ',r,~' ~ 1, 240 sF o~ 0285 AC
'tip A~ ~ i` ~ ~UF
~ ~ \ ~1
a A r
i I ~v 2 s~ 00022 AC
i
. A 1 ~ Vw'% ~ /
,x;,, W 3 19 SF 0~ 0004 AC
\
\ ` ~ ~ \ ~
\ ~ ~ ~ \ V ~`~1~ ti, ~ ~ ~ ~ ~ V ` s,~ . ~i,~
~ 1; ~ \ v ~ ~ \ \l
W #4 543 SF oa 0125 AC
~ , ~ ~ ,~,F
. ~ ,.i i
` ~ ~ A i` L ~
~ W #5 4, 801 SF 0~ 1102 AC
~ C ' C}
~ ~
j i/ ~ ~ , ~ 'Vl
i ~ ~ ~ ~ \ ;i W #6 10, 395 SF 0~ 238 AC
~ V I %
~ ~ t V ~ j
. v. ~ \ \ ~ i ~ f/
~ - ~ ~ ~ °V , - 1 ~ TOTAL 1 x,095 SF 003924 P~~;
. _ i I ~ ,l;
; `.:'i
~
~r'
f , l 'v'~ ~l
~ E 4 \ iA \ f i
i v
\ ~ % ' ~ r r I
~ \ ~i `~1`~ 1 ~ .,k~
t
. % ~ i i ~ 'til,
F ~ i l~ / 1 ~ /
% t if ~ ` V/
~
r
~ z BULKHEAD z
ti,
Q '~~1.
~ o za a-o a-o'
~ o i ~i/
o i ~ . ~i. , o ; ; SCALE: 1 "='LO' N y
q'
Ch
of
O SEAL SAL DATE: NQV 0~ ~D`
°a °,°aatatu?Irrrpr ~~~~..M ~ a
~ Q` r c ee®
DRAWN R~P~ I '~~;~i?I;.:C;~~1~-.,`_: ~ '~i~t,~;i~
a e\ AL z d F' 1V.L .1 ~.L 1
v N SEAL " 5' 7 mu" WMA C
= 243 North Front Street 22574 Wilmington, North Carolina 28401 VMAC, LLC WILMINGTON, DESIGNED REM CHECKED RC
Phone: [phone] , Fax: [phone] POBOX323 POBD113234 1 W #4 PROJ. MGR. RMC 20,
YNGTONNc 28406
WILMINGTON NC a A 404 / 401 PERM IMC, 07/31/00 AA0002667 E60006691 STATUS: ~~~nnh
REV NO. ®1r a i i t , DESCRIPTIONS DAZE (910) 792-11a www.mckimcreed.com '910) 792-1723 WETLAND IMPACTS ISSUED FAR PERITlIG
0
Tr4

°
R~W 40' PRIVATE R W B/W
3.0" SF9.5A 100' 0 100' ~'G10' v.
12' 12'
- GRADE TO DRAlN EL _ 1 GRADE TO DRAlN EL = 11'0' EL - 11.0 _.______1~4" FT. i/4" FT.---.s. SCALE: 1°-100' (Horiz.)

D P P D D D D P D` D (A
5• w 3 ° 5' > 1
1 ~ / 8 AB s'
~ i< ~ 6
6 ~ ~T ,
8" WATER MAIN EXISTING GRACE 8 GRA Y SEWER
8"x8" T R NIT ~ " 2 FORCE MAIN ~ 8x8 TIMBER UNIT IMBE U
' @ 3 -6 OC F1LL ,~~i m ~ ~ ro MATERIAL / FILL ,
~ ray ` 9 ~ za.e r- ~ MATERIAL ~ ~\\r
~ ~ ~ WETLAND LIMIT - ~ ~ WETLAND LIMIT y '
1' ~EC I ~ OI~ A A 1` NEW SILT FENCE ~ ~ NEW SILT FENCE
y NOT TO SCALE ,U y V y w
v .v ° ~ .u w ~ ~ CAPE CAPE FEAR ~
~ .L RIVER ~y v RIVER (5C) ~ CAPE FEAR
J~ ~ N tf 42'43' E AL NICN , ~ ,
~ ~ \ t v W~ LINE ~ v v v , , ,v '°~s
•ir N ~ w° d ~ v\ti ~ ~ ~ .s ~ Jr
vl i ~ ,4 4g~ , v k 2 y , A~ ~ sY N~357+~ E
v. ~ ~ .Sr- 1;* ' V1 '"a ~4a4 W~tLAND ~ . ' ~ ` L ~ v BLDG 33 „ r W i, tr \ ~ ~ ~ ~ ~ ~ w ,
xososgft ~ 'u ~ I ~ r ~ ~ ~ ~ ~ v`v` Vvv
w y, v ~ ~ a a~'~f w ~ ~ yr ~ vF v. ~ ~ v'.d0 ` ''y~ - v; 'k ~ 404 WE11-AN~d y ,y ~ A ~ ~R~a~t s e. v 4 k U ,~consrAS~' v ~v ~ 4 t ~ ;
u ~ sv a .y A,e ~ v ~ ~ w ,V Y ~ ~ . ~ v ~ y ~ ~V`. V~~~\~~~~ DL0031 2000sq V~~^ ~Av\ dr ,;c JI iG~~ ~ w .V ~ ~ ~~U '`v ~ e \VA~ `A\.A \\~VAA.V AAA\J, ~
°V •v \ ~ ~d' ,p \ . ~ ~ r ~ i; ~ 0.08 A ~ w °j w ,'v ~ v ~ ~ •v .A~ ~ ~ \ ~ ~ES,, ~~OO sq.ft. ` t .r ~fOR~ DE~`AILS w ? M 4 v, , \l~\,\ _ ~ ~ A,~°
y v w ~ ~ y y y v.v
ti, ~ ° w w ~ ~ ° ~ 9 W ~ ~ ~ ar 1 I ~ , ~ ~ ~ A ~ 9LDG 26ft. \ ? ~ \ ~ .b ~ I A 7N 1.7 COASTAL ~p V~ 1 \ ~~VA~v~ L 028 s 202b sq,
, w ,a \ M ~ U ~U v ~ .p ~ d' V~ ~ e}°"~A ~ ~V ~A a ~ (~~~~~'V~~ ,~\h " p ,?r a. ~ A\.!'''~~ X20
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. w y .y v ~ r ^ v' ~a \ ,A ~ OUi 156 V ~ ~ ~ +sr~ S \ ~
w v :v `v ~ ~ v Jr ~ v r ~ \ V\~ \ \ RCP ~ ~ o~VA i " u ~ ~ ~VA• o w ~ ~ ~ ~ ~,~R EDi~AUZAtt PIPE \ ~\V~AA`. VA \ ,'a a~ A ~ u, 1
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d ' ! \~y, BLDG 30 ~ ~ V ~V 'V V \A r . A~ ` 2tl25sq H. ,A'~ ~ A,,, ` 2400 sq. e ~ ~ \ A\ VA~~
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.y r V' ~ ~ ~ SEE SV~EET'' 4 FOR D~TAIL~ ~r .;'uPUND`" 2400 sq. w ~ ~ ~ , ~ ~ F5j5nNC $p! ROFO ~1, .fir , ~ l y, ~ .,r ~ w, 2.53 ACRES ~ ,6' Ji
r ~ ,;r ~ ~`0 ~ ~ yr v;v ~ +v w ~ ~r . i~fr .y CDAS'i~AL ~ V W C4ASiAL . \ 1" <cRaei P~aRC p0 s4+9~A99 ° UPLAND w `r (CN-SYtE),, ' \ mass x ~ oPLaNo ,y 1.z6 a~ES W, ~ v, ~
w w v ~ ~ ~ ~ . w w , , n tlNE V ,y v4 ~ r ~ ~ .w. a 'tlNE ~ v ~ 381 S w ' I; ~ ( ~
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x ~ ? ttl d 4 ~ a +7/ ~ ~ ~ ~ \ -.A yA 81D013 T 2080 sA.ft. ~ ~ i "'PRGPpSF~ 36' y ~ 1~ yr V A~\V •;r r 18 RQP,(CLASG I~ q
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.v~ 2400 sq ,v ~ , V\ BLDG 11ft ° ~ ~ ~ ~ HYVRt~7 ~ ~ ~
~ \ 1 ~U ~r w ~ rer~ ;~..n~ ~ ~ ~ ~ ~ ~ y w ~ ~4 ~j{AND y w ~ M t. ~ } i / !
.y i ~ y ~ ~ >t` 2400 sq• y B1pG 19 ` ~ v t Y 1
•H' ~b 'P ~ ~ 'u v ~ aA. ~ ~ 1 ~ V` ~ ~ ~ ~ BLDG 10 2490 s9•fl• v ~ ~ 1 f zaao sa. s r r`
V ~ ~ A~ y ~ ~ ~ T 1.66' t• I\. , ~ ~ ~ e` I ~r v ~ mmnR 1REA7ED BLDG a ~ ve t ~ ~ ,l. ~ v Ar ~ w sua~w to na-;~y xao9sa• ~ ~
` v w ^.v y + ~ ~ .y ` ~ A 2400 aq.fl. u• ~ ~ v . , ob U, ~ tir v A .y ~ l
? d y. i b W .y y ~ C" "i *v ~ ~ . r , , r. .r e - 9L0G9 P .y 910020 ~ 'y ~ .y " 2400sq•fL Q sq~ft .1; y' 'V 20BDsq.R ~ ~ ~ r09TEREU0ENE6ARAH \
~ `V . Y ~'r
v >V v V' w u v ~y v`~ v~ ~dr ~ Ji `V ~ \ nmar ]AON Sq.9. ~ C,ga ACRES ~ {oN- rE7 ~ 8 GRAVEL PMpN6 J/ ~ ~ 4 7u1oE1. P/AKVW u,,
,y 'y ~ w w °''r \ ;~`o \ ~.A'r' 2400 k. a UPLAND , EiA( ~ y . ~ ~ ~ i'~ES v ~ ~ ,dr 'y d: ~ ~ ~1 a v2.08 A ,p 2400 e 91AG B 81AG B ~ ~,~'scFS (G'.~ tsy kV ~ ? BLDOI 2400 sq. fl. ,i, 2400 sq. ft. 2400 sq. 9. CWCh~ yr " ~ w gI,DG 19 BIOG 19 wv
1183 sq
,,'r k a~ yy ~ s~oa a 4Q4 µ+g1tAND d~ '4' 2080 sq.fl. ~ 400 sq~ft• ' 1 d ..v u 0 ~ ~ ~ ~ + ~ ~ ~ ~r
F ~ ~ V ~ 'v ~ ~ ~ 2AD0 s4.R BLDGS ,.4 I IwA~cC PARKING AREA y "r I .r PCC . 2 96.27 ft, 11 GRAMI MKING ~
~ y, ~ ~ ` ,q Ji v 206D aq.8. "y Ol ~ .y ~ ~ U ~ y ,.i ~~4 ' 3@.87 3FW s +00 7~802sq. svaces (s'~x rs7 a' .Y'~... +i- 96.97 s«ao ~ ~ ....m. ~-_-.m...~.._-....a.... ' ,3 \r ws asst e7° w 6zaaY ~ ~ , ~
v ~ w - ~ „ w s iv ~ ' y w ~ ~ pC . 244 ,'y - v~ v ~ ti' U Y Ji \ . k 4 _..-~+1 w ,y y 5Y2t4-- s 79v5'4s' ~
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9; xl~ ,.y ~0258'g0" E ~37A. .!L .e ~ v, ~ ~ 'la- ,I,~ ~4' ,y vi 86224' 21400,_ 4 r - I I -I
. ~ ~ ~~~y~~~i~) 1 I _ . -r -
1t+00 ._,.f2+M W _
_..m 1. ~ ....I I _ . I,. ..y I ~ ~ . _ , l'~ ~ ~ _ - - - _ END
sANO O c _ ~ - -
Line Type Classific~tlon
a
s ~o NOTES ~ 0 1. ZONING NOTES NOTES >H ~ UPLAND
w ~ R-15 Performance Residential Design NOTES 12. IMPERVIOUS AREA 14. TIDAL MARSH a A¢ 2. DIMENSIONAL 7. STORMWATER (State) Residential Buildings: 74,280 sf (1.71 acres) PERFORMANCE CONTROL i tNCE CONTROL GROUP 2
z ~ Perimeter 20' High density storm water permitting for NCDENR-DWQ Drivewa s: 31,680 sf 0.73 acres < a Y ( ) (A) Conservation Space ~rvation Space Setbacks Afl !
ur o Between Structures 20' 8. BOUNDARY Clubhouse Facilit . 12,185 sf 0.28 acres ; -Taken from recorded information ~ ( ) structures and imperviou a ~ a COD Setback 75' Nat surveyed Road: 63,620 sf (1.46 acres) h onser~ and impervious surfaces shall be ~ COASTAL WETLAND LINE I
v 9. PARKING 4 sf 0.07 acres setback Pram t e c 20 wide private roads w/40' right of way, Residential Re wired: 2 s aces er unit (66) = 132 Additmnal Parking: 3,02 ( ) the space is located on ~am the conservation space, whether is located on the parcel or on an
a 3. DENSITY q p P Pump Station: 500 sf (0.01 acres) parcei, a distance of at least 75 ~ 75' GOD ~ETEAGK ZONE
~ si .5 units er acre Residential Provided: 132 spaces (below units) gdiacent parcel, a distan °a Maximum den ty 2 P Club Re aired: 1 s ace per 100 sf (19) = 19 spaces TOTAL 185,2$9 sf (4.25 acres) ~ p Usage. 2.5 units per acre q p Drainage Area: 294,900 sf (6.77 acres) feet.
a a 33 buildin s Club Provided: 19 spaces (B) Retention of Runoff a g 10. SIDEWALKS Percent Impervious: 62.8% tion of Runoff -Site is designed to
a ~ 66 units (26.5 x 2.5 = 66.25} Sidewalks are im ractical, as all streets are dead end. CE control stormwater from ormwater from a 10 year storm. 75' GOD S~TI3AGK
rr 4. BUILDINGS P 13. OPEN SPA On-site retention or per Nineteen 40 x 60 duplex unit flats 11. STREET LIGHTS Required: 0.03 acres per anit (66) = 1.98 acres etention or percolation areas are to control, at a minimum, the first
4 I x unit flats Developer shall submit lighting design to Progress Energy in Provided; 2.0 acres sufficient to control, at ~ THE CAPE BLVD = Nine 0 x 52 dupe accordance with New Hanover Count standards. of runoff that will originate from all NORMAL HIC31~ ~dATER L$NE
S~T~ Five 45 x 45 duplex unit flats Y Passive 'Active boardwalk 0.7 AC. 3/4 inch of runoff that s surfaces anticipated to be on the
o unit ~ impervious surfaaes antic z 3 Bedrooms / Active road shoulder jogging trail 0.2 AC. p 5. ACREAGE site upon final developmE final development. The specified
Total Area: 64.62 acres Active recreation areas 0.6 AC. ~ amount of runoff from it ,o ~ Total Wetlans Area: 51.13 acres (Clubhouse/ Croquet) f runoff from impervious surfaces ~ 40~ 4`vETLA3~~:~A$_T ~~AR~i~
B ~ Active fishm latform area 0.1 AC. shah be disposed of by I ~ Z Total Upland Area: 13.49 acres 9 P iisposed of by percolation into the
NOT S Passive ionic area 0.2 AC. soil, evaporation, transpir 6. WETLAND E p oration, transpiration, or other --_--.....w_'-°--°•---------~ of treatment or handling acceptable z`
Coastal Wetland -Normal high water surveyed DEC. 2004 assive seating areas 0.2 AC. methods of treatment or 1w Hanover County Engineering ~t~,'=`µ';"'°-~~= i HI~T6~RE~'C s~'F~~`~°~'~~C~E
~ Minor Road Crossin wetland ermit for 404 wetlands p to the New Hanover Coui o g otober 2001 TOTAL 2.0 AC De artment. 404 Wetland lines surveyed p n t
Brill e Crossin for coastal marsh ALL OPEN SPACE SHALL BE MAINTAINED BY g g 15. 100 YEAR FLOOD fL00D DRA?(°~A.~a~.l~~l~~.i'~>
~ 100% preservation of Donovan soils based on wetlands map, HOMEOWNERS ASSOCIATION Year Flood Elevation for this site is I TR~NC~E~t ~`P~~~~~:~b9 ~
o not SCS map required for low density count of 66 100 Year Flood Elev N elevation 10, The ~ ation 10, The entire site falls within I ---------~~•-~---~---•-P-------•--~--~
a V~C~NI~Y MAP this zone. zone. ~ t BkJLKHEAD
NOT TO SOALE
o SEAL SEAL
c ®,`siurrrulq®~ DATE; NOV 05 SCALE F» NDtdDEk
ove®a ~ CARpI®~,~ a ~ ~ MCE PROJ. ~ 4005-0003
ATER I_ I l7 nRewni ece HORIZONTAL: aRnw~NC(au!aee~
r a ~J / s ® .L ®~e A
L - WILMINGTON, ® DESIGNED RM 1" - 1o®'
WMA C 2~574 - 243 North Front Street 41MAU, LLC CHECKED RMC VERTICAL:
Wilmington, North Carolina 28401 Phone: [phone] Fax: [phone] PO BOX 32L ®B®X 3234 PRCJ. MGR. MAG 1" = 100°
M 7R .e A 451 AA0002667 EB0006691 WILMINGTON NC 9lNGTON NC 23406 OVERALL SITE N [ISSUED TATUS: REASION
/ A04 PERMIT$ING 07-31-06 °r ~ C e REV.NO DESCRIPTIONS DATE 1I N ` (990) 792-19,
www.mckimcreed.com [phone] A FOR PERMITTING

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w v" ~ w ~ w v' v CURVE TABLE
<v r w y ~ CI~RV~ LAN RADIUS DELTA BEARING CHORD TANGS ry _
r iw ~ ~ w C1 47, 0~ ~ 0.00 11 °43'31 " N16 59'31 "W 46.99 23.62 ':3-.,. ~ ~,.f
y ~ W ~ ~ 5 , 4" N85 38'53"W _ C2 " 27.02 50. 30° 74 26.69 13.85 ~f ~
- 2 : 4 w ~ C3 308.60 50 0 » ~ ,L 9. 0 35 2147 l~52 29 07 W 303.73 159.39 ~ 4, ~62s L ~ w w 9 -
w ~ n N 1 r u Y v3 f ~ u ~ C474.7~, .50.00 ~ `'851 '~T~8426 39 E 68A1 46,3$ v w 1----.-~.. r•` ~-s.. ~ f 7 CAPE (EA~~r_--_ '~~1@ X105 so ~y ? G8o ~~2.,,~ ~~-"3 RIVER SC w ~ ~
,v ~ ~ C ,;,161.0 239.00 ~ 40 09 2~1 72° , 6°' , 157.92 --84..Q7 ` - ~ _2~-.__ $ l i 8 COASTAL
~ r v w , C6 2p.95 w50.00 , „ ,.20. 10.63 _ 1-~ ~ , ~ - ~ ~ ~4 00 06 S4 50,32E 7~----.~'' ~`6$ ~ ~~9w ~ oy w ~ `G ,(83 ~ -2-.... -E.~FEA,R uME r ~,1 y ~ ` 5 L88
_ _~'n_ ~ C ~ ~ `u C7 56:9 y 100:00 ~ 32°11'45" . ~ 70 56'28~E 55:46 :r~ - , ~ ~ ~ L53 yg~ ss g~ Lss ~ L ~..L~°'°.~ ~ ~ , ws ~ ~ 3 ~ ~ ~ ~ `~••`--..RIVER
w r,;; ~ ~ ,y w u U ,,CS 64.01' ,~DO.Ob 7° 0'0 " , S04° 'S¢"~l ,63.9 32.5 N ossras° N ' . ~ ~ 6 ~ 32 , _ E e~ , . 5b, ~ s L99 ~ ~1~5 NORMAL HIGH ~i L90 L91L9 ~ _rx _ :i-- ® 71 y w WATER LINE +v " 9 ~ ~-w_-----
, 'v v w , » , , , r ~+r.... ~.T .°.u~,..°, wdv.~ 2 -..__-s''- a. V ,S, yr ili v C9 X176.06 4000 °1 ~ 17:64 X9.48 u w ~ w ,v ~ ~ 5 3 08 ~ S74 3139E ~ H ~,~s• ~
„r .y vV , u , , a ~ ~ vs v~ y ~ ~ y' ^ri " 4 WE7IAND w C10 1 T0.03`' x'30.0 1`08.9 56.09 v ~ ~ 27 ~4 3~ N75P37 24 W F ~ , i I~7 ~ „ 404 WETLAND - w .y w a w w ~ y. 17v ~ J ~ w 91 L98 L99 1 Q1 " _
~ ~ C1 82. ~9 150.00 ' " ~ ~ 81.45 42.32 ~ - 1 ~ 3130~~31 373;3''4 28 E ~ ~ . w w w < L100 ~'9 ,y tgy w s ,v w L,3 w w
~ ~ v V ,y ~ ~ ~ ~ W, C12 64.89 50,00 ~ 74°~1117~ S85'°00 ~9 W 60.43 ,7:92 , ~ ~ w ~ v y y y w y w yr ~ 107 L2 s143 ~
~i ~ . ` t~ <i ~ e 99 19 6 v w w y y w ,r
y ~ v, ~ ,u ~ C13 76.54 230.OQ w 1~°03'57" 1V5721'29''E 76.1. „38.82 ~ ~ ' ~ ' 20w ' ~ w 444yWE1LA~D ,y .y ,y s .1 ' w ~ w w w w w w w w `~TiAtD~ y L5 ~ r;~
v .,y v Ji ~ ~ ~ v v \4 3i V' ~ ~ y J' l v 'di ~ , J/ a ~ v v w ~ W r b~ w y a~ Ui f~ w ~ ~t y y, w w y ~ ~ w s a, w a~ u?lE w w ~ ~ ?..rl~
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~ w w w "'r w w w yr ~ ~ ~ v vi w Ji ~ w ~ w ,v. .y v ~ ~ k~ 22 L~1NE~ TABLE ~ V ~ ~ l,I/ ~ 22 w ~ yt41 y w ~ w w r w y „ s, ,v w s~~ s7 C7~~ zs 26 ~ ~4 y `?42 w t3~ w d
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1 v LANE LEi~GTI-~ B AR~1UG u, w ~ ~ ~ ~N ~ x3 y ar ~i ~ i ~ 4, r ~ v y `Y ~ 23 24 44 i43 w w ,ri ~,gSTAI w w w ar' s s w G40w ~ ~~O w w ~ 1 0 ~,L2/y 2 ~ w w y~~ i' ~1
~ ~y ~ `u w ~ , „ .b y `U ~ ' v w y `Y v ~ ~ ~ ,p Ji ~ ~ .j OJ ~ ~.2 ~ J, L 15, 92 w ~S78 5215 W ~ ,v ~ ~ . w r P ~ ti ~~1.t,~ w ,y 136` x;25 w ~
u, w y 2 .97 ~ ~ ~ v .:,aao ~ ~ ,1 ~ti ~ N1'107~45 l~ w v, ~ boa w>:n \ v, r ,30 ~ ~ w ~7y, 29 n°°y w L21 X24 s y ~j } , > ~1 3 w m 1 4v 's{, , ?28 ~ ~ w w - ~ , ~ ~ ~ Pl
vv ~ .v *v ~ ' 4 w V N2251 1 ~ W ,y ~ ~ v, h ' , o " ~ ~a~ r2 ° *1. 'W , y y d .t, w ~ i35 w 128" t23 ~ w ~ ~ ~ ~
i ~ S ~Y vv +Y w ~ ~ a v v ° v ~Y ,H v ~r 'y ' L9i ~ w L4, , 296.39 S~70"lOr'Ot E w ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ 3~ w w T55 ~ 149 134 ~ w y ` ~ ~ 1 w 31 '~C4~ w ~ f22 w w N ~
J, " ~ ~5 w~48.66 ~'S34 48'14"E v!, ~ f 7 n,,, ur a ~ ~ b. w / I~ r1
L6,, ~ 64.62 N52 2 2 E w ~ w ~ w f ~ 3r Qi vi , Yy •Y w ~ •Y ~ w .y v Jr w L~7 ry ~ 11.GL ~ ~ S / °VCJ., ~e,Ei v tiv ~V `y ,y ~v y ~ 4 v y ~r v ~ ~r w 32 y, Vw w t4 d~ y J~ ~ V ,v w32 w w 157 V ~~.rrz ' f21 s s w~ r~_ ~ / ~ t~
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v ' n v ~ s v~ w ~ -HgLAN ~ Ji gal UNE y v, L~9 42.44 S~T02u21 Ea ~ w ~ w r a.a2 acw~s ~ ~ ~ ~ m NoRMa~ r~d~ v< w w ° G 6, r ~ E w UNE ~ s~ w fpku s ~ r„ w y ~ V ~ ~ w 1
~ ~ ~ ~ y , w ~ ~ ~ ,w a warERw~ L 10 9.84 ~159°O~J 30sE ~ v ~ ~ , v' ~ ~ ° ~ , ~ ~ ~ ~r
, ~ V ,y ~ 1 `1 o > u W d~ ~b L y w d , .u `r ~ ~ ~ v, ~ 17.85 ~ S3fl 50 30 E W ~ ,v ,U w w s, y, v 161 7 w v ~ A\V ~ ~ ~ e w .y 164
~ ~ `L 12 120.97 w x+02°2~ 23 E ~ w ~ ~ ~ ~ ~ ' u. w ~ ~ v' ~ y ~ W ~ ,r " w m y ~ ~ w 404 WEILAPID ~ ~ ~ ~ - ~!r ~ l ~
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o ~ L~19 150:31 N57°4 ,?2 W ~ ~ w ~ ~ ~ e W ~ W. 5. W ~ ~ ~ E e' ~~LINE O y y, 1 y ~ I~LAHD y ~ w 253 ACRES f /lI ~r
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ORIGINAL BOUNDARY SURVEY PERFORMED BY:
HANOVER DESIGN SERVICES, P.A.
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319 WALNUT S7REET
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PH. (9 10) 343-8002
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NEW HANOVER COUNTY, NC
Developer:
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Post Office Box 3234
Wilmington, NC 28046
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