20081146 Ver 1_Site Plan_20080724

~ ~ ~ ~8 !
REVISIONS

E1231On cri,~ r~+lver± Rennova!
ssMH s. & New Culvert lnsiaflation
\ TOP = 5.07' 9, 6127108 AEC i NHW
\ F ~ - 'c~ NV - -6.7~ 46 - Revisions per DCM

' I. , 7!16108 per DCM ;
T SSA COASTAL MARSH
INV - _ 3 5; a„DO NOT DISTURB sl r-- S ~ _ 5.
F ~
~ s.. ~ x 5.49 F A ~ z ( S 7gy8'5t" ~60' P
~
Q R ~ ~ x -1.50 ~ 08 x5„~ ~ MH 5.4 ~ ~ e S 8215 SS f f
30"E ~ 5 , D ~ BOft :•..108;07• SS W i .17 ,
x4.86 Existi ' ~ oHE SS NV ' ~ ~ ~ ~ ~ S -4.73
o~ Praposs~~d to be' o S 83'13' " S RemoveLd He 09 E 15 ;SS ~ ro ' 0, 74 W
~ ~ ~ -0HE SIP
~j ~ x5.56 oHE EIR EX. 8 PVC WAT-'_.."- ~ off ER MAIN W
' ~ x 4.97 b ck cll ~ / ~ ~ Existing to Vr ~ y
_ ~ & Cona v, W
x 3'87` ground/adjacent x 4, 94 ,A'
~ trees Pr t° x ~ LARRY WAYNE FULP Q~,~3 5. 3 . ba Remo d - 744
' ti Concrete Existing Conc. 902J Exts rig d. ~f (Picture~~
Slab this Vicinity ~ Slab to Proposed ` x.5.33 1 ~ 7 W
Pro osed to be x ~ ~ to be Removed ~1 0 x x 5.3~ p 4.67 5,30 cn Removed A rox, ~ (Approx.644sf)
( pp SOOs Picture B2 / (Picture 61) ~ 3 2 ~ X THOMAS VANDYKE fl( ) ~ ~ 4.48 f a EIP ~ i ~ I
~ ~ x6, 98 1191 /353 ' N N ~ ~
1 48 Dla x ^•30ft I Debris at bottom & ~ X5.93 LIFT Existing Culvert ad"scent o en drains e I FFE x5.59 C ~
STATION ~ ' 1 p g ~ x SIP JAMES T. BOWLING Proposed to be route Proposed to be ~ ~ 4~ 4 x 5.06 m 532 347
Removed ~ ~ ~ ~ ~ ~ ~ N q
M removed (Pictures A7, B3, ~ ~ .x5.20 ~ .r x5.0 / ? Q ~ ~ ~ m Q U
SSMH ' x ~ w x5.25 ~ ~ a C ~ Zs
TOP = 4,96' 3 ~ o - ~ Miss Debris in Area ~ / ~ \ EIR = -6.27 2 8 } x3.97 S 72. . NV \ Proposed to be x3.20 ~ 5120. C Frn N SARAH L DAV15 ~ ~ I C L ~ XX"
/ ,4 ~ x4.7 £ Removed (Pictures Al, 1 , 0x4.31 x4.32 t ti 7?>1• PIN 7306.14336412 3 3 U~ ~ Q
~ ~ ~ A8, A10) x3.41 C,; ~'S5MH EIP ~ ~ ~ W ~ +
0 ~ 22 0. 1p, 1 R~ ~ ~ 1~ TOP X91 ~
3 ~ ~ 24" 0. i ML1;= -2;85' 36 0. S 7 . ~ ` ~ ~~645sf of Ex. ~ ~ ~ ~ 213. a
Asphoit Proposed / 5.8 , ~ , - - - - - - ' , 24 £ y a W z N_...i p o E o
T R m 8.' AG. ~ \ ~ _ 1359 Intermittent Coastal } x~3 8` o Be a oved f a ~ ~ o w o
Wetlands Within Existing / 20" 0. x4,08 Q >
Debris This Areal ~ 1 9" C. x4 39 ~ 0 12"- M: SI' I ~ SSMH m sIP ~ ~ ,a NOTES: ~ W ~ N ui ,
Footprint (-•615sf) x ~ 1 TOP = 3.63' x4.35 ~ x3J0 4., ~ t q (D~z~o
0.23 This plan document isfior CAMA N ~ Y M a
1i° 0 ~ n~~ ~ x•79 1 w NHWLimit y* ~y X3.64 61 ~ permitting purposes. ~ > ~
o At Culvert End 1 t 1 I 12" ~ x3.65 ~ 69~~4~„ ~ U m
v~ x3.67 s ~ C ~ S 2rs, ~6, e ~ Owner &lor Contractor ~
r~ :3.47 C 2 4 W S~ 4 ~ responsible to ensure'all project
~ q Propose to Remove / ~ s „ \ x ~ s _24 0. construction is consistent with r
EX. ~ ~Ilsa Debris dt Trash 3, ~ RUC iiF Vjlthin Channel and ~ \ ~ R
• ~ \ ~°lon Shoreline 0. 9 ~ \ ss 8 SSMH 4„ t ° x5 5 owner's intended uses. SIP ~ 6 Q 18' P~ 18" P.
(Pictures A5,A6,A10) ~ \ \ SSMH _ 2 C. \ _ x4 00 TOP = 2;98' 0 x X 9' P. x3.7510" PO ~ ° x2.42 ~ OWner ~lOr t'AntraCtOr
3. \ x r1 TOP - 3,64' • ~ 2.~ ~ 3 8 \ ~ INV = -2.05' 3.86 3000. x4,06 fig" P
Existng ` ~ \ ~ INV = -2.14 SS 2.fi2 Culverts ~ C~ A V ~ q~ S~ responsibility for project ~2~~4 ° 0 2"I ~ compliance with all applicable
~ ~ ~ -~:0 ~ T o09 Oar k
z _ ~ \ °9e Shols~ ~ ~ 4.9 q r ~ 24' o. 22° P i ~E~R codes, ordinances and
W° \ 3.0 ~ ~ \ '~3/•~0' ran °4 x.,. 3 I regulations including building
o ~ ! \ \ q~ (p~c os~a w P. codes, setbacks, etcetera,
~ o N.L.W.M. x ~ v ~>2~ 56 s ~ o ,
; ? Coastal Wetland -3,4' l8 \ S 18" c. ~ a P' Contractor responsibility to lD~
~ ~ 0, SSMH WaterWard - ~ ' • \ ~ 2 M. ~ Ss
~ y 5.6 th or Che ~ ' X20 ~ ' ~ x3.36 Ek TOP = 3, Extent ~ _ ~p,Fyox.lMd nnel. 40 ~ \ ropes= 3.52' ~ - ~ ~ 14'~ i inspect site and identify field
~ \ s c X3.4 iNV = -148' ~ ` n„ N conditions and related project s s - ~ \ ~ X3,2 N cost implications thereof, s I
~ x3.32 R~q x3.5 ~ ss ~ ~ ~ R S q T£ \ £r R
~ ~ / ~ \eq M ~ 1 ~ ~k/ _ x 3.11 RiN ~ \COq xJ:62 Gx Mq~N I t" N x 3. 4 ~ v
• ~ ST ss SSMH 2. 0. p ~ ~ R \ ~ w U ~ 4" p I x4.24 ~ P ~ ; SS l ~ n
~U ~ ~ \ SN TOP = 3.24 _ 2 ~ k ~ \ aR ~3.50~ ` ~ 2 ' ,o H1NM CALL TABLE '
Q1 \ ~ ~Nf INV - -1.30. J ~ ~ ~ ~ \e(IFF x `i~
~ ~ ~ ~ \ 7" M. ERRS \ ~ ~ ~ „ ~ S R EARI ISTANCE
.Q ' ~~x3.08 1 ~ .Q q ~ _ _ ~ _ -4 3 COU SE B NG D c 0 ~G
O .~,AJ` ~ ~ x4:23. 10° ~ 6 C. 12 0 ~ QU. 24 `0 10 ~ ~ ~ \ Tq, sS ~5~ L=1 5 40°40'25" 5.18'
-4.3 ~ p 1` ~ p ` w \ \ ~ ~ 7" L-2 S 14'60'64" 32.13' 04 ~ X•'23 \ ~7$' Existing Seder L-3 5 05'4140" 26,28'
Text Boxeslndicate -2.6 \ ~ ~ ~ x3.38 SS 1~,8 0. \ ~ ` Pipe Proposed to L-4 S 10'06'02" 24,93' \ ~~~i~iii~iii be Abandoned L-5 S 43'45;41X:. 16.1$',
Proposed Adlvdies ~ ~ \ U10" NORMAL HIGH ~ ~ \ 0 Withmfstuatine AEC \ Existing Fire Hydrant L-6 S 63'1712 - 35.09 Pr osed to be Removed ~i,„~, onhole Proposed to be L-7 S 710100 21.89'
WATERMARK \ .4 ~ \ \ EX, 9 0 ~ \ J ~ \ Stour, p 4.0 3 to rom ~
\ \ \ be_,Abcndorr~ ~ , 2.3' \ ~ x3,i6 \ 'pia, x3. \ ~~~~"~biii~ Abandoned (Removed to L-8 N $8,38;27„ 39,36; ~ ~ L-9 N 843229-~y 36,84 ~ ~ Below Grade and Filled) +
\ q ~ ~ \ . ~ ~ L-10 N75 09 34 52.40 ~ ~ L-11 N '71'54'53" 32.71
l o ~1S en ~ 6e sh ~1 s fk 24 0. f ~ ~4" 0• x4.55 ~ FH ~ L-12 N '62'00'26" 40.29' a C
\ \ H'e aka \ q~i R o~aA n ~ q~ ~ C p ,.NORMAL LOW ~ ~ Oa~MOo \ ~ ~p n®A 0."k !/C ~ ~ ~ 0~ SSMH ~ L=13 N 61'45'Z2b" 70,29' 7 ~ ~ ~ ~ " ~SSMH L-14 N 61'14'56 84.89' Z 0
WATER MARK \ a~~ \ ~3/ ?bo, r~ yea SS !yq ~ \ ~ a''f \ q4 (A~ a® rP ~ TOP EL = 3,74' ~ I ~ / ~ L-15 N 65°38'18" 79,93' Q
.LEGEND: 1 ~ rr \ ~ A' ep`r o' R Mq \ 1/ e8 iN M ~ ~ INV EL = 0.58' I ~ ~Px3.6~17 L-16 N 60'29;52X 49,34,' W m V
10' P. ~ '~r?J ~s EIP =EXISTING IRON PIPE. `0 SSN\ ~ 1 x3.1 ~ ~ INV = - ,77 L-17 N 68'08,09~~J 31.86, ~ ~ 3 0 ~ x 3 ~ I 'L-18 N 6529 45 ~V 112.54 Z U ~ N L-19 N 66'66;43X 34,11, 0 ~ o ~ s-
\ 4.13 SIP -SET IRON PIPE ; \ P~ \ , _ ~ 1 L-20 N 59°3133 ~y. 68.49 ~ ~
IR = XISTING IRON .ROD P; \ \ E E - F R ONCRETE PIPE - t' P. \ ' RCP - :REIN 0 CED C \ ss x ~ L_21 rV 5T36;59~W ~ 75' ~ 0_ ~ N ~ X75 L 22 N 54'5744 ~
- T N _ ~ ~ \ \ X18' Existin SeYfer fE -FINISHED ELEVA 10 \ i.e ~ \ 9 stin SeYrer 0 L-23 N .54'04'43" 46.04' Z F- a m ~
MBL =MINIMUM BUILDING'SETBACK LINE ~ x3.55 ~ Pipe Proposed to \ ~ posed to ; i 20" P. ~ L-24 N 01b3;19",~ 24.19; ~ J Q `o y- U Boned ~ ~ L-25 N .2124 23 E 41.77 0 ~ u.
TB =TELEPHONE BOX 11 P. 11" P. \3 . be Abandoned ' L-26 N Q9'15~63" 26.81 ~ €
PP =POWER POLE \0 0 ~ R _ \ \ \qR S GW -GUY.. WIRE: ~ \ ~ ~ ~ ~r~qC ~264'E isting Vfater L-27 N 88'10'32k"~ 8.14' Z W ~ anhoie Proposed to be ~op L-28 S 31°4718 20.59' d Main P Deed to
FH =FIRE `HYDRANT ~ ~ COAST ~Ck~~~A Abandoned (Removed to be Ab Boned L=29 S 153;16M 22,44; N p
`CO =CLEAN OUT ~ \ ~.,~~5 P, ~t Sh r . , ~ ~S\At ~ORF Belory :Grade and Filled) ~ L-30 S 25'0712»~ 26.0$ ~ W g C Z ~~rve aUFFER ~ ! L-31 S 5b'19 ~ N 11.36 ~ W N a ,
ST =SIGHT TRfANGLE \ Ot,~- ~ QI6 P. SE =SIGN EASEMENT \ ~ ~12" P. ~ L-32 N 59729 ~ 44,10 0 ~ 11 o C. - - ~ L-33 S 43°12'38" 14.33' _ O; ~ c t-
_ ~ FFE -FINISHED FLOOR ELEVATION
Fr EXISTING CONTOUR ` 5 k x3.95 202 P. ~ ~
x3,83 SPOT ELEVATION C 10
-3.65' + ~ ~ ~ i.
EXISTING STORM :DRAIN -2.0' -gS- EXISTING SANITARY SEWER In all areas proposed to remove debris from A.E.C. m
w -EXISTING WATER MAIN (including coastal wetlands & waters), where vegetative
- - Xf TING OVERHEAD ELECTRIC oHE E 5 voids are created it is proposed to plant appropriate ~ '
EXISTING TREES ~ \ 0 ~ indigenous coastal species based upon location relative to NORMAL LOW WATER normal water level. , -3'Q, WATER WARD Coastal {
t down within .AEC 101 TREES. -,(Trees shown to be removed 1cu
or otherwise incorporated in landscoping) .~5.4' Debris removal from coastal wetlands proposed to be 1 Wetland limits
C CEDAR `-~w STANTON RD. -2.9 performed with minimal disturbance by hand or, onty as ;
M =MAPLE P =PIN w.~ 70 ~ E ~ necessary, with equipment with extended reach '
0 =OAK GRAPHIC! ~G~ALE capabilities. Do not dig or excavate in coastal wetlands or belowNHW during clean-up process. Debris to be
= MAN iA EST BEAUFORT MAG G OL _ ROAD. +o o zo +o ~ reo "grabbed" and lifted from its location,. '
_ W W - W ILLO IIIIIIIIIIIIIIIIIIIIU T ` T T R MOVED ABANDONED `J`J" ti-^-~~
EXIS ING U ILITIES 0 BE E / T~ ~ sand disturbance within A.E,C. landward ofwetlandsto be
NO E. ~ SITE. ~ ~ ~ minimized during clean-up and re vegetation efforts and
1; ALl'-ELEVATIONS ARE BASED ON'NGVD 1988 pATUM, W 1 inoh s 40 it, includes light grading, planting, seeding and mulching
N ARY AND TOPOGRAPHY SURVEY INFORMATION TAKEN 2. BOU D 70 ~ FROM :MAPS": AND DIGITAL FILES BY`POWEL SURVEYING ~ DATE: 1-12-08:
COMPANY, P.A., 415 LIVE OAK ST, BEAUFORT, NC 28516,
3, JILL DRIVE AND ATLANTIC DRIVE ARE PUBLIC ROADS PER TOPOGRAPHIC AND LOCATION SURVEY BY: d.. , aERMmTNC sET PROJECT: 07.073 1
D.B. 413, P, 437. HQ - ~ , ~ t ~ NOT FOR CONSTRUCTION ~~r.-,r r ..ir rr.t.r~trr~t i+/i+i /1'1 FT1?:ATTT T1 A "~p_~~~.1.~,
Yu'WLLL ~WXVLY1NU UUMVAN Y, Y.A. UNTILALLAPPROPRIATE DRAWN BY: JF
Jt11 ` ~ PERMITS RECEIVED
SOURCE OF TITLE iuww ur t5rriururci tj P. 0. BOX 616 BEAUFORT, N. C. 28616 01f;
VICINITY MAP P. D8 488 FG 324 TEL: [phone] u ; SHEET: 1 of 2
NTS will

Eft Wide Conaete Walk
Proposed Eft x 26f1 Proposed Eft x 26ft Wood Platform 8ft x 26ft Piatfortn tip" I~=REVISIONS Steps (beyond section) Beyor~ 30ft Buffer ~
/ -28'- as Needed to aft wide Eft Wide Wood Duds & Walkway Kayaks Canoe Launch ti123108,>~~LCy.~t,,EV~I
3' +5 ~ - - & NevV,Gulveft Installation
~ Steps as Needed to aft wide - F ,
~ Kayakl Canoe launch T \ /r- 27108 AEC f NHW - -
0 - -r _ - - - -
\ COASTALMARSH _~C__ visions`per DCM - - - - C kk , 7/16/08. er DCM
\ / x w DO NOT DISTURB 20, Normal High Water.--- - - ~ - - - p
sl - 3ft x tort wood aft x 20ft Wood Section Waterward of "5 -.Normal LowWater - - _Malntamminlmum3nCieartietween _ platform (17ft Section Lowered to -tft - Exisnn Bottom _ H - -
T platform (17ft Se AboveNHWorPerOwner)torKayakl - - g u ~ wetland substrate&bottomof decking -
~ w PROPOSED LgND Canoe launch s . , BER~1g SCAPED _ Dock 1 Pler End View ~s~8st° • Tin. (g0 P Canoelaunch - - - u - - - - -10 ,
_ 1 Elevatoon 1 10 _ - - - a _ _ - Wood Pile - - - -
R _ ~ o 7 o,o /W ~ 6 s w pVMT. a2•, ) CTyP)------ l
0 5'30°E \ w ' Dock l Pier Centerline Section t" =10'
a
83't 3'09 „E w _ . ~ _ 150,14'
off SIP w ,
~ off e EIR ,
~ oHE io
6" G. M ~
2
Proposed 48" ~ ~ LARRY WAYNE FULP Diameter x 60ft ~ 3 902/744
Culvert do End 4 6 1
Sections ~ H " ASSE LY 7 8 { 6 G.V.
r s s 10 u.l 1
pro » 11 1 THOMAS VANDYKE EIP ~ f1
3 S~ Aoee 3/4 p C WA t t 91 /353 0.
1 ~ °°t S R CE R 13 14 SJde Wk ~ ra
j ; a ~r Sonitary Se VG I ~ 'pr = o
, MN- Service Wer SI , JAMES T. BOWLING Proposed Landscaped h N ~ - 4 (TYP) 532/347 ~ ~ C IA M~ W 41 u~ o
~ ~ 9» ~ \ Berms ~ o' 3D ~p 1---
~ ~ Nq
6" ° / • ; , ` , , N/TA / EIR Ry s F S > a ~ ~ U ~ zo
/ ~ ~R 2'sr'2 ~ o- I sARaH L. DAVIs ' ~ I LEGEND: - c ~ ~ m PIN 7306,14336412 ~ o o w
o• Pro osed oter ~ ~ P ~Y a 1 ~.~T / EIP ~ CB =CATCH BASIN C U ^ m u_
Supply Connection 6 ~ y, to Existln fvialn ~ D, 7 p ~ ~ ~ ~ JB =JUNCTION BOX W ~ = z ~ RCP =REINFORCED CONCRETE PIPE
" 9 , i X110'-6 PyC ~°ter ~ S ? . , J N ~ CPP =CORRUGATED PLASTIC PIPE ~ ~ LLl Q rS M U DIP -DUCTILE IRON PIPE (n ~ ~ q
sin ~c A urtenances ~ ~ ~ IMPROVEMENTS NOT WITHIN A.E.C. 2.13 „ ~ PP ~ ~ ~ , ?q f Z ~ FES -FLARED END SECTION ~ ~ 4. ~ N ;
4» - - ARE PRESENTLY r3S , C C SEWER ~ - 9q EX =EXISTING ~ p ~ Q ro
Intermittent Coastal ~ V1CE, - 8~ UNDER CONSTRUCTION ~ ~ RO 15 m Q FFE FINI5N FLOOR ELEVATION r 1 ~ ~ ~
Wetlands Withln Exlshng ~ ~ 1 p S I ~ l -SIP ~ ~ EP =EDGE Of PAVEMENT V > ~ w r I; m ~ U FE =FINISHED ELEVATION W w `
Debris This Wetland ~ ~ 16 C ~ ~ Area !Foot rint ~615s ~ ~ 8 4 TC =TOP OF CURB ~ N W z ~ TSW =TOP OF SIDEWALK ~ ~ Z ~ _
o e tied Proposed ~ r t b gra INV =INVERT t~ Y a.
- i Contours RYP) ~ 4 - 1g (-84 sf Actual Coastal o ~ ) ~ • TYP =TYPICAL S 693>4 „ J x Sao SPOT ELEVATION R L U
Wetlands to be ~ \ 1g c
\ r Dis laced b Pro ed ~ ~ ( ~ 46 c \ P Y P~ \ ?1S BO f I . ~ 75' `AEC U p
~ 20 Grading Per DCM) ~ ~ A ~ S ~ ~ 4 1 =COASTAL .MARSH LINE \ ~ ® _ NEW STORM DRAINAGE
' ~ d r 1 - u I ~a op q~ 45 ~ ~ 21 ~ s os \ C ~ SQ ca . ~ 1 ~ ® = EX. STORM DRAINAGE
A \r ~ \ r~ r p ,S' r h \ \ ~9 R/ 22 I ~ _ 'EX, WATER MAIN
n' 4 ~7 i -5.1 y ` \ 4 q ~ \ \ A~ \ y TF 51P t = `NEW'WATER MAIN -SS = EX, 5ANITARY SEWER
R o ~ \ \ tWi ~ 43 2 ='NEW SANITARY SEWER
~ / ~ - 2.2 ,i, ly ~ Existing ~ 0 Area ~~rbuned Power& 5 (C~ ~ , jp, ~ ~ - OHE - = EX, -0VERHEAD ELECTRIC STOR~Ii1yATER POND I
~ 0 '0 \ e l~ Culverts ~ ~ Communiation Utilities \ ~Q' ® = B,U,A.; IN A,E,C (BUILDINGS/STREETS) ~
~ _ ~ o .o ~ \ 2 9 ~ ~ ~ , I (SEE TABLE BELOW) HEIR ~
_ \ ~ ~ . \ ~ 41

1
~ ° N.L.W.M. \ \
U e ~ ~ \ ~ \ o \ ~ 39 s W \ \ p pl! ~ Coastal Wetland \0 3.4 ~ 4 ~ \ c T ~ \ ~ ~ p~
o ~ ~ \ ~ Wq \ ~C\ 38 Q Water Ward -5.6 ~ ' . \ ~ ~ M
~,(~0 ~'0~. \ \ \ 4 AiN f Extent -3.2' 3• \ ~ s»
\~o• ~ \ 37 so X35 / \ ~ N Text Boxes Indicate
3 T R ~ s ~ ~ \S£r 4 gNrr 5gNllgRY ~ 3 ~IthlnaEstuarineties
~ ~ ~/A' ~ \sq ` ~ qR C ~ ~ ~cQq , 36 $E N AEC ~i
\ ~ gr ~ \ R V ~ A ~ 1. R - I
~ ~ \ \NO 35 RF \ \ o
\ ~ \.~FF d~ ~ 34 ~
Q ~ ~ ~ 0. \ER ~ 6 ~ \ " ~ \ ~ ~ / \ 4' of 24"
~ ` ~ \ Note. Water Depths ~ 33 \ ~ -2. ~ Directly In Front of Pier ~ \ ~ ~ CP inciudin End ( 9 G
~ ~ 'were Interpolated ~ ( ~ ~ 3 15 P~ 0 action) Storm ~ rain' +k/ ~12sf of
-4,3 ~ 2 , \ 6 ~ Iprap
NORMAL HIGH - ~ \ \ \ 2.6 \ \ ` 31 WATER \ ~ \ \ \ Se#ter Service for ' Existing Residence
Typiaev=0.95' ~ ~ \ \ \ ~ ~ ~ Provlousiy Permitted
r ~ g . ~ ~ ~ 30 J NORMAL LOW \ ~ ~ \ \ ` ~ , ` X35' of 8" PVC by General CAfwtA (Inciudiny End Permit
WATER -4.0 \ ~ ~ \ -2,3' \ ` ~ , '0 Section) Storm
T Elev •1:75 \ ` \ \ ~ yP 29 6 ~ \ \ ~ ~ ~ 0 ~ I / % Drain W/ N12sf of
Edge of Coastal Wetlands \ ~ \ ~ \ ~ ~ , z to d e of Coastal Wetlands \~S eo \ ~ ` S g \ E 9 Edge of Coastal Wetlan \ ~Yeyoy~,b, \ \ q ` ~ \ • I~ 0 ~ riprap C
to Edge of Coastal Wetlands ~ \ a4o' Ooa \ \ 28 ~ Proposed 6tt x 26ft Wood Platform v~tlt \ ~ s~~ \ ~ C \ D ~ ( _ Proposed Top of ~
\ enr ~ ~ 27 Wood PlerTranslhornng toConcrete ~ ~ ~T \ 27 ~ ~ / OI ~ ( ~ OutletSS use ater ``O,,
. \ ~J \ ` 6 ft Walkway ~ • \ \ ` 26' O • \ \ V N i 26 ~ ~ ~ / . ~ / Ir ~ «108sf Ri rap' Z ~ 0 ~
~ \ \ 25 ~ ~ ~ _ ~ I PROP05ED B,U.A, in AEC (s~ 0 0 ~ ~
P.T. Wood Dock Pilings (typ) not less aft x 20fttowered Wood Secaan \ \ ~ ~ 7 0.0~/
than 8 ft Penetration and Spacing Waterward of platform (-tft Above NHW _zt. ~ \ ~ ~ ~ D
De endent on Total A .lied :Loads & as or Per Owner) for Kayak! Canoe Launch ~ _~e• ~ ~ 0 \ \ ~ P , pP 23 / ~ 1 v W Z
Permitted by NC Building Codes. ~ ~ \ a ~ ~ / I Building # 23 24 48 49 ~ a o y_
' ~ \3• ' 'shed Pier deck elevations er owner. 6 ` o
0 o Fini p \ \ \ \ RFgR 0 0 \ \ \SFPe ~ / ~ Building (s~ 125 0 140: 929 ~ a _ ~ ,
\ \ \ ~ Eck \ ~~OAST ~Ck`CpgsT ~ ~ ~ ~ / J IJ Q c (d U
~ ~HOREt`Ne BUFFER ~ / Front Deck (covered sfM 89 0 0 25 tl ~ N
a n a minimum. of 3 clear between etl d \ ~ \ Mamt i an C ~ 00, C ~ a
to & ,b©ttom of all d ~Stal N \ ~ ~ , ..wetland substra Fite \ of C ~ 0 R o decking. N ~p0_ ' 0' ~h/ RearDeck(uecovereds~ 90 2 220. ..240 a ~ ~
. ~
' -Z.0' 36 \ X10 (to ~ _ _ _ ~L _ ~ Driveway (sf) 769 0 0 0
h'a ~ -3.65' Gy fer ~ \ ~
ery ar 6 \ -2.0 ~ , w dqd °'~a
a ~ ui coon wt P.T. lumber ~ slat Proposed Sweets 6 m
0 0 w All Consttu ~1 w ~ o with Treatment ~`HDG or Better ~ -i` Sidewalks 2,852
~ v fasteners A ro riate For Use & ~ a~~ PPP NORMAL LOW WATER
a p Z Location , 3 ~W} -3.0 WATER WARD Coastal
2m~' \ lJ -
~ W ~ N( ~ -52 s' Wetland Limits
T~if~Ai (~r~t~ ~~~~€I?i'r 2~ ~ _
Pro osed Site Desi n B ,r,.,, P 9 Y
Varies ~ ~ t ~ 2fi GRAPHIC GALE iy
rxiar fra~,~ Et~d t i~r~ .:w~~ - Landscaped o ~ ~ ,e~
soil germ ~ I o~'
z , ,
~ ~ tit 3.5'(+1-} 2 ~~I oX (rx~>r~
i'F~ ~Q~ t ~ DATE: 1-12-08
I ~ I - I i I I I _ 24
~ ~ -III- I ~ -III- I ~ I I- ~ ~ -III- ~ ~ -I 1 11 I I I I I I I I _ 1 4» PER Fr. - 1/4" PER Fr, J TOPOGRAPHIC AND LOCATION SURVEY BY: ~r~l ~ ~ , Y PERM>rr>N~ sir PROJECT: 07-073
u~ f ; NOT FOR CONSTRUCTION
, " ~ - PC ,n Tvo ~ c ce n aA 6 Ce7i~P. ARC STONF RASE POWELL SURVEYING CONtPANY P"A. f GA,~~., UE.i !aa~~. , ttntrn ell GDDk(1PRTATF'- noninn~r cv. rr-
C&G PAVEMENT C&G P4hDSi~N(}SiORMVq`R l unnvv1 ui jf "Al
,R n,a _ ¦Engineerting-Architectures Surveying a Technology pr~ p '`.s ' , P. 0. BOX 616 BEIAUFORT, N. C. 28616 PERMITS RECEIVED
TYPICA ~ ' EC'r1 N Box 7305, 324 S. Evans St., Greenville, NC 27834 252-758-3746, 252-830-3954 (Fax) nL (252) 728-4235 SHEET; 2 of 2
NI S N S

_ e.1w-, ,
~ a i•. a C" w . ~ ;
YQYlL dlYAN 11lLG e~
1.
d' SSMH N TOP E.l= 5, r1 , . ~ .!'F5t BfMRON~ RG~D. .
E1= -5.72' W,
a
S SSMH TE ~ ~
~ y ~S~ TOPE1= 5.30'
_Y N= 363,600.015' IP ~s~
~ E= 2,702,896,045' ~ m y S 7g1g'St SSMH
(NAD '83) ~ ~ TOP= 5.11 o COMBINED FACTOR= y E,.E_ TSO.2a' s_.g-s. WEST Q EAUFp lP~ 5.1T ~`+~3~ xea~v wr t~ m ~1
W s9 4 I e_ '--E. ss ~is '-s- RT RD. 0 0 99 1 3 1~= E-.~E.,~E~. fog -s.... p R of R~Wj
EL= 4.783' (NAND -1.50' / E-._E_ ,off' s-s-S /W~ tL '88) ~ 1 - E'E-^-F-.-E_ 5 asl3~pg~'E 3~,
~ ti E'`a-E....E '"„~--,15~.74'S' N 8J'i p _ 4 ~ 16'43"W it
~ 1 E'-ZE~ , E'--E~i IR
1 h 1 ~ _ + - - - N 83' 14'471Y - 467.19' ,
t ( 1~ w 1~ ~ ~ o ~ . r; '
,
y ~ w 1 ~ lA RY WA 3 ~ R YN / ;v 902/744 ~ LARRY WAYNE FUIN ~ _ _ - - - _ _ /rte"`--:
y ~ ~ f o y EASTERN R/W I y n~umc o ~ ~ THOMAS VANDYKE ~ ~
y O / ° ATLANTIC DRNE
~ w / (SEE OEED 800 r a f 448, PAGE 324) 448, PAGE 32 }N ~ 1191J353 1 JAMES BOWLING
LIFT M r0 w 5 f srAnoN ~i , ~ 1 2 , ~ S 7 , ~ 532/347 r',
~ ~ = w f r g4 ~ ~ ' 84. ;i3~ ' ~ ~ ' . ~ ~
SSMH ~ i0P EL= ~ w E E1R s ~rsr, A SARAH l,. DAVIS
4.96' INN El= ~ )~71'~~ ~ ~ PIN. 7306.14336412
-6.21 = w , f EIP ' ~
~ J w S 7x13?4 ' 't \_.'„F~ 13S 94 ~
W~-LINE DF MOUTH OF TOWN ~ P 0 N~ .CREEK COMPUTED FROM w iry~ I
~t CD-ORDINATES AND GPS SET ~ X.r r i ~ u~ 1 ORCH i
Li w u I
~ a ' r ~ _N 85'00,_i5"W a ~ I1'",
Z 214"x1.20'" ~ - _ ~ ~ Iv ~ _ ,l SWALE s e9. 3)~~ r'
NOTE: DISTANCE IS ~ C / ~ NOT TO SCALE ~ . I~ ~ s,76, 4'
BEAR97CS ROtATED ,D I MN Po ~b FRO .C. G D TO ~ I o
MAP BEARINGS ~ -51

- W
-3.0 , R >
N= 383,313.98' \ -3.O' ~ `C0. CAMA LINE E= 2,702,845,17 ~J ,c
NAD 'e3 ~a \ ~ ~ o \ c
scALE FACioR= osss9l ~ ~ N.L.W.M. c. \ rlr~ MARSH LINE > -3.a' 'c
-5.6` ~ 1f C.C iD N
, RO ,C , -3.2 ~ / C C~ N
/ ~ / ~ ~ r ~,e ' O a 4~
\ „ f c.c 6r ~
~ - ' i ~ D0. 2 ~
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,c -Y.l~~ o
\ -4.3' ~\~C.
(SEE HWM CALL TABL ,6, ~r~ NORMAL HIGH ~ .,.r ~ ~c~c
~ ~ ~ WATEit MARK f~ C`C,
N.H.W.M. BOUNDARY UNE ~ ~ c~c, ( ) . c. ~~S S SSNN
(TYPICAL) ~ T \ \ c~ EL= os5 NORMAL :LOW WATER AWN ' \ ~,5 c. TOP EL® 3.1 T
MARK ~ C
HWM CALL TABLE (TYPICAL) ~ ~ RFE ~ ~ Elm -1.75 k ,
~ ~ f COURSE fiFJ~PoNG DISTANCE + :I N
L-I S 40'40'25Y1 5,18' I L-2 S 1450'S4'W 32.13' - ~ ~ I ~ !f ~ f~ _y \ \
L-3 S 054Y40'W 28.28' y/r ~ \ .L ~ ~ 1 1-4 S 1f108'02'W 24.93'
1-5 S 43'45'41'W I B. I B, 8 L-8 S 831T12'W 35.09 L-1 S T!'OTU01Y 21.89' ~
L-8 N 88'38'27^N 39.36' L-9 N 8432;Z9'W 36.84 ' ~ ' y ~ \ J 1 \ ` ` w, ~ I
L-10 N 75'08 34V( 52.40, I L-11 N 71'S4'S3'W 32.77 I
L-12 ' N 62'00'25'W 40.29' - 1-13 N 6145'2214 30.28' I L-14 N 81'14;56'W 64.89
L-15 N:85381814 79.93' I L-16 N 60'29;521Y ' 49.34; e \ \ ~ ~ `G
L-17 N 6B'0809'W 31.86, 1 ~ 1 l-i6 N 8528'4514 112.54 f 1~\,~r ` ~ 'C`C~ ~ y 33,
1-19 N-65'58;43"N 34.17; 1-20 N?59'313314 88.49 \ -3.85' ~ - C C C-C / -3.1'
L-21 N'ST36'5914 22.W; ' L-22 N 54ST4414 44.75 L-23 N-54'o4'4314 ' 46.oa' SMALL AREA ~ ~ w
L-24 N OP03;19'E 24.,9; ABOVE FIW.M. ~Ij NORMAL LOW WATER MARK gyp. ~ ~ / '
L 28 N ~15'S~3'~E 25.81 ' ' L-27 N 88'10~32'W 6.14; I ~ ~-moo, ~ MARSH LINE
1-26 S 314718Y1 20.59 L-2A S 1523;16'W - ` 22.44 L-3D s-25o7 ~21a 26.06 f ~ -5.4'
, 1-31 555193814 11.38 L-32 N SB'2Y2914 `44.10; ~
L-33 5 4312 ~1Y 14.33
L-77 IS OF1EfED TROY FEB. 14, 200A . YFMgN / 3 \

NORMAL HIGH WATER MARK

1

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SKETCH OF NORMAL HIGH/LOW WATER MARKS AND COASTAL VE6ITATION FOR, / `r
``GG 1
RICHARD STOCKETT
\ ~ ~
TOWN OF BEAUFORT ~ _ I

BEAUFORT TOWNSHIP

CARTERET COUNTY, N. C, - /
FEB, 15, 2007 SCALE 1 "-60'
REVISED FEB. 28, 2007 ~
REVISED NON, 6, 2007

`60 0 6O 120 180 ~
~
GRAPHIC SCALE - FEET PRELIMINARY NOT f JARY/NOT FOR RECORDATION j~~ ~ ~ y;
/n
UK uul UK UUINVtTHINUtJ f
SURVEYED BY 14'ETCA~tip`Nr7 WATER Q,) ~lil SANSSTQIN ATETttt Ct'
POWELL SURVEYING COMPANY, P.A. t
P. 0. BOX 616 BEAUFORT, N. C. 285111 m, (fit) 7m-42M

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