20030629 Ver 1_Site Plan_20030522

SCALE: 1' = 50"
401 CERTIFICATION INFORMATION
1.THERE ARE NO NEW POINTS OF PROPOSED BOAT BASIN
ONCENTRATED SURFACE WATER FLOW INTO C FFER. VARIES ~ OR ACROSS TO 50 FOOT BU
NOTE 1: I,FAVE NATURAL PLUG UNTIL
~ 2' 2' FNGER PIER WORK IS COMPLETE AND WATER ~OT - ;I+ +I IS CLEAR. LAST WORK IS TO
NEW SURFACES INSIDE THE 50 FOOT ~ 2, ALL Q ~ REMOVE PLUG. v;<'; WALKWAY
- BUFFER SLOPE LESS THAN 1% a I ES NON EROSIVE SHEET FLOW VELOCITIES WHICH PROV D OCITIES • ~T N VEL
N 2 FEET SECOND ON GRASSED SURFACE OF LESS THA / CE ~ PROPOSED ; ;;;1;~ 25' ED SURFA .BOAT RAMP; ~~s. , I
swa~E, TIPYCAL THESE SILTY CLAY LOAM SOILS, REFERENCE; IN ON CONSTRUCTION SITE VCE; Ln~• ITES' ~ I ;.X
(NOT To scA~E) GUIDE FOR SEDIMENT CONTROL RUCTIONS ~ ; _
DENR AND USDA, 1979. MAGNETIC 6'WIOE DITCH . , ~ • iS0' i.: ~ Nf,
I PROPOSED ~ ~kw ~ x ~ ~
T-3, P. 11B BOAT RAMP ~ ' I I_-z ~ -x -sue -3 ~
CALCULATION: I _ ,~5'
TO PAMILICO RIVER MAXIMUN VELOCITY OVER A 50' WIDE - - - ~ BULKHEAD I - - - - - i 2' FINGER PIER
A 1~ SLOPE. STRIP OF LAND WITH i i i ~ z
_ _ ~2-~3-2-.2--F-t--Sec.) 0.5 Ft. = 5.6 Ft/Sec. Gh ~ / 6 Ft SE'C. ~i PROPOSED ~ GRAVEL PARKING I x
V AREA I x ~ i _ ; ~
ELEVATION DATUM: N. G. D. 1929 THIS VELOCITY IS ACCEPTABLE. ~ 3
NOTE: DATUM IS ONE FOOT 0 ~_z ~
BELOW NORMAL WATER LEVEL _ _ ~ Z _ - o x _ ~ x O I")
' N 86'59'23"E 'E G -3.2; L. - Q\L~~ x x 26,00 o
RIGINAL BOUNDARY LINE 47 O 0 DER . 2 CD
- OPT
x _ ~ 4 -2bl .3` ~ ~ - ~ I
Lu RIP RAP PROTECTION O 10 STOP AT ALL CAMA ~ - ~ ~ ~ r v~ 2'4
O MARSH/COASTAL WETLANDS x _ . 4 O AT ALL SHORE LOCATIONS, x_ ~x 4 x, _ v.J '..S ~V.L ~~a
O p _ - CAMA MARSH TO BE ~ rr; ~ ~ STAKED BY DIVISION Of _ ~ S _ STONE RIP RAP ~s x 15 _
N - - ~-„\x - COASTAL MANAGEMENT BEFORE Q CONSTRUCTION BEGINS. x NE JETTY _ x ~.5 x STO t5~ 15' 23G , ~ ~ I w
- z ~ e< ~ ~i ~ -1/1'+ I ~ _ l~ ~ G CE ~ ~ ~ Z - 50' ~ x c T FEN ',YO~ . ~ 5' yj/~ x Slb _ ~ ~ J
' ~ - . x x ~ ~.6 15 - ~0 _ - so' x~ .4 0 ~ n,R~ our ~ ~
J ~ ti 5 ~ Z.4 ~c~ No ~ 2 3 ~ ; ~ d~ L. 3 Q q v ~ ~ i~ F s~ p,REA - o
0 V ~'~~zi yzr~.rrisr~rzr- ,.T~ ~ ~ SILT FENCE %~gE~ Z ~,~Nt UR
22 0 ~ mmmr~ ~i..~- NE RIB ~ ~ OF w[u ~ 4.91 o
~ F x z i 25' STI C.n R01 25 STO ~ ~ oo' . % L~M~ ~ +oo' ~ ~ m GR01N ~ :f1ry-~ ~ ' - % '"a" scrnc s,~ cxnnNa
P G Z P~' '~'~zzi~ ~~m-azi 2.9 ~ I.- WLYERT I ~ . ° - ~k'~ ~~1Df °RC~ q EXISTING DIT _ - ;2. ~ . _ cH . 3 , ~ , E I i--_ I
~ G 5 wNn SHEET RIUNC 2.2 mur N~ sTUNLESS ~ ~ / x J I~, - DITCH w - , J se' wmE rRroAre Acesa SWALE- Z
~ ~ STEEL NUT, TO BE ~ G' ~ ~ BOLT AND WASHER I ~ FlUED Q_-NORMAL WATER LEVEL _ TO !EI ~ ~ t~~l 9 - ~ - rm- 9 x - - - o' Q - - - - - _ ~ 8 Q
SHE- RFI_:NF PRC'~F~^Ti~ln; 0.:~-- Q, r' - ~ --BOTH ENDS ~ i ~ FlLL£D~ ~ ~ 3-4--- ?a Qi ~ u U U U Ll U U ~
Z v ~ I I I I i ~ a N j 3' ' ~ x - 3, I. I 2 I O X ~ Z I (n ; 2. 1 100 ~ L
O ~ / I r I L.
~~I I I FARM LA I o _ I ~
L - a 50'-?~~ ~ t W . AOI~OIED 9 I 1 Q ~ Cn C~ I w ° ; ~
w BOAT BASIN W I T F DISTURBED AREA A icn' w I ~ LIMI 0 Q x ~ W
Q Q CROSS BECTON A ~ ~ SWALE ~ 0 I, I x ~ Q r SWALE ~ 3.3 I x T.3 w J ~ - ~ ~ _
p ~ 3.~ ~ O I ~ , - ~ -1~- - - - ~ ~-3.~ 3 4 ~ (r F 0 I ~ ~ w
~ ~ 1.28 U N o I-- ~ i' 6 _ _ _ L I F4~ n~~`,
GROUND CC Z _ ~ ~ culvcrtT ~ ~ W ~ - _ _ - _ _EXISTING DITCH 1 ~ I ~ ~ WALKWAY - - - ~ SWALE ~ 3
' I WATER 3' NORMAL WATER LEVEL 113.4
V Q. ~ I. ~ S NG DITCH
w I 3 ~ , ~ SWALE Q I 1 BOAT BASIN I~~ ~ SWALE w ~ 5 I_ i_ _ ~ J x r -y 3 G
= I EzlsnNC sHOR~ LONGITUDINAL SECTION B-B' ~ A.~ G Q' ~ Wf L,m I W ~ J 3 i ,,.4 w . z rpiooi na w x Q I ~ Q ~ a ~ FUTURE DEV 3'~, ~
~ ~l W I 1/z" swNtESS ~ (NOT Ta scu.E) x
I~ ~ U I STEEL BOLT J ~ ~ i~~ .~i . 50 RIVER RUL vt ttr' - GRAVEL PARKING _ e BUFFER I, AREA. ' 30' GRAVEL o yam; DRIVE ,Q 3 ' W,
r ~ I 3 200 POUND GRANITE ' I J', ,i p, Q 0 0 0
p~pM,K~ 2xtO MARINE ~ MINIMUM WEIGHT ' F I BXB MINIMUM ~ GRADE FW- Y NT ARY 1/~" SPACING ~ 3 i ~ w FARM LAN w ~ ° o ~ D
I Q ROCK MOU OU ~ i~ e' ~ 3 ~ PREFERED j 1x8 WOOD DECKING ~ ,Wr O N ' 3 ~ ~
~ LIMIT OF DISTURBED AREA ~ N 3' ~ M _ - _ _ EXISTING DRCH ~ N ' > ' fV ~ _ - - e~wloe orr ~ 1 O
$ n 2Xe wooD _ _ _ - - - - - - - - - - - - _ _ - - EXISTIN6 BITCH cuwFm ~
I sTUN~ss sree~ Nur I - - - - - MINIMUM p NORMAL WATER LEVEL ~ / • t'14 ~
STEW NAT ANO WASHER ~ exs MINIMUM LEGEND; AND WASHER _ MARINE GRADE IRON PIPE, CONTROL ~ ~;~i
PILING 0 NEW IRON PIPE, CONI ~ J'i ~ 20 _ 0 POINT, CONTROL caNTROL FUTURE DEVELOPMENT ~~~~~'~n~°°°" °°~•~9 ~"p
~ I CROSS SECTION ? NEW CONCRETE MONU CONCRETE MONUMENT, CONTROL ` RM LAND ~ I i
~ ~E GEOFABRIC ~ I ~ x99.2' SPOT ELEVATION ~ _ 1l t- ELEVATION FA ~'2 ~ ~ ~ ~ ~ 3 R DEPTH 4 ~
I ~ JETTY TYPICAL (I ~ WATER DEPTH (NOT ra scALE) I i PILINGS 4 1 PERMIT ~ o~.zo ° _ ° u 100 0 100 200 300 O a ;v • as p u~ ~
BULKHEAD P~N VIEW PILING DETAIL ¦ WELL ,a 0 CAMA PERMIT ~ ~ , •
s (Nor TO scALE) ~ SAME CONSTRUCTION ~-oooeooow. TREE LINE FOR GROtN BUT ONLY LINE _ i •~•?I W GRAPHIC SCALE FEET '~~,,•t ATIO ~
5' WIDE AT THE '4 CONCRETE RMA WATER LINE. NO L ~ RIF_RpG SHORE LINE PROTECT ION AND SEDI RETE EROS .a. ~I R! ~~r,.
S' MAxIMUM I _ _ E UNE PROECTION CONTROL PERMIT APPLICATION r-~ ~W z
B FINISHED GRADE 1ED GRADE 1 RIV R RULES ~ REVISED:?/2 /03 E I
m "a STONE AND GRAVEL S CEG-FABRIC ~ .AND GRAVEL SEDIMENT TRAP REVISED:6/23/03 LIMIT OF DISTURBED AREA. T
NoRMAI WATER LEVEL 50 ~ 25 -?1 _ _ _ _ I 6X6 MI IMUM --G--~:-SILT FENCE REVISED:1 21 03 BOAT BASIN I FENCE / / I ~ G O
MARINE GRADE i z' wRI~ERnncER cuss I tUR RAP 12' WIDE 1D" THICK 1x5 0o DECKING PILING I~ SURFACE WATER FL04 A wAr R F ow PROPERTY OF: I~ r CA AREA MAP a CE E L F',,N~~~I - NaT ra scA.E I G ~
CONCRETE SLAB I 1,5 ~L NORMAL WATER LEVEL R~~~v~K~-.--_ ~ KEECH JR t WILLIAM B I ~ ~ ~ _ ;
12' WIDE 6" THICK - - - - - r,:t: , ~~:1 r WATER 3~ - : ~ = ROOKS KEECH I ~ SALLY B
1 GRAVEL ' 1J 11 ~ , f~ 1: 4~ x ~ ~ I f a A~t?ibN r SITE HYDE COUNTY I N SCRANTON CURRITUCK TOWNSHIP I ~ ~ O
It' t J sR, ~ NORTH CAROLINA G - - a ' c sRttaB ~ o I
U ~ u U ~ ' , `{f, , ~ ~ s~ ~ s,P ~ SCALE. 1 100' SURVEY DATE: SEPTEMBER 24 2002 ( ~
SHORE LINE PROTECTION ~ BOAT RAMP LONGITUDINAL ;b a 's ~ URV YED Y: HOOD RICHARDSON P.A, I ~ t ~ ~P R~,a ~ S E 8 - - ~ ~ ENGINEERS GEOLOGISTS PLANNERS
RIP RAP CROSS SECTION (Not To scu.E) (NOT To scuE) + sUDESVIUE 4y~ g i 10 WEST 2ND STREET
WASHINGTON, N.C. 27e69 sR~,aa :I~s ~ PHONE: (2a2) 973-3472
1/27/03 FG 1 YDM
s r e/23/03.FG 02-OS-1b5-A

SCALE: 1' = 50"
PROPOSED
BOAT BASIN
NOTE L• LEAVE NATURAL PLUG UNTIL ~ 2' 2' FINGER PIER ~ WORK IS COMPLETE AND WATER
,''I~~•I IS CLEAR, LAST WORK IS TO ~ 4' REMOVE PLUG,
~ WALKWAY
PROPOSED '25' .~r:
~ I ~ r BOAT RAMP; t,,
U L--
MAGNETIC 6'WIDE OlTCH _ - --=mar s:,}4G SO' - - -
u;yge PROPOSED ~ _ _ _ - - - N - - _ _ _ 24'x24" - _ _ -
r_3 P, t 16 TO PAMIUCO RI'v'ER ''~c~ ~ CULVERT x i i w,., i _ x
i 4 x i z i _ ~ " ` BULKHEAD ~ - i i
-2' FINGER PIER
I ~ i
~ PROPOSED ~ z - ~ ~ - ~ I, GRAVEL PARKING ~ _ w, x
E~~..EvAT10N DAT~~M; N. G. `J D. ? 929 ~ AREA x i x
NOTE~~ DATUM IS ONE FOOT i I °
BELOW NORMAL WATER LEVEL
z ~ 3 _ x z~ _ ~ x-~.~~' O C
N 86'59'23"E z_ - _ _ ~~~G ~ X X ~ C
ORIGINAL BOUNDARY LINE 47 20 . ~~4 26,00 o ~ _ ~ M
x M~~1 a` R~ - .8;
• 1~~~ - x- ~ ~ ~ _ F ,
w - - . ~x ; _ C 8~ ,
o ~ O O x 6 ~ r - x G
O x - - ~ ~ . 4 x`
O ~ ~ r I~~~zzz z _ ` ~ N ~ ~z - ~ - TONE RIP RAP ~ x ~ ~
TONE JETTY S - - ~ ; 5 5, _ ~ _ x
Z ~ _ ~rrll - _ - . ~ ~t~ ~5-i1 If4 ~ x.15' ~ DLO ~ L. z W
X x l-~,~,~` X x c K J i
~ _ a - _ - , . _ z~~/ - ~ h - ~ ~ out Y Iyc.- z j i tY
2 rxlj~z~zzzrzizr~d~~~rzrzzzzzz _ ~ F L-.~ ~ _ ~ ,
tit ~ Vv ~ Z ~-RAP ~ ~ Is'~ie' - x ' i ~
~ F x ~ ~ ~ ~ - TONE ~J.~ 25 S w t~P P GROIN STONE ~ ~ 100' ~~LV~ wcLL o n ~ . ~ ~ 100' SEPARATION ~ m „R O I N ~ ~ ti _ a ~ nrou stPnc ssrEM ~ • i
Z ~P ~~z s,~1~A
~ OS vINrL SHEET aluNC 2,2 ~ 1~N ~ sruNLESS ~ ~@, ~ - - _ - _ ~ - x 1. _ - _ _ z
`~,'r , STEEL NUT I ~ ~ X ~ V,` BOLT M!D WASNER i TO BE ? Q ~ ~ j j FILLED Q--NORWd. WATER ~FVEL _ ~ ~ I ~ ~ l~ /J - 2S' M10E ~ PRNATF M.~Sg ~ - ~ , _ ~ Z
I~ BOTN ENDS ~ ~ } ~to~ Sr~O~REL~~~!~E rRCTECT10N a g2 ~ ~.4 '~~~rm- z~r ~ rar ~ x R 30' I, ~ - - " Q
~ cv , I ~ I 3.4 - - - _ ~ „ ~ I _ X ~ - ~ u u , _ ~ ~
~ , ~ i - ~ 'i i " " x I ~ I ~ ~ m 'i I ~ 5' O 75' ' - • s ~ uNp ~ i J ~ ~ goo U
l: ~ I i z I _ o ~ ~.0) ~ I ~
~I i ~ti~ ~ a W
Z w BOAT BASIN ~ ~ 9 Q~ A PIIO/01EO I A'
Q o CROSS SECTION A-A' i Q. ~ (NOT TO SCALE) Q, x goo' - - - - W J - i ; ~ z~ F ~x~ Q
F 0 3.u - -Z - - _
o ° ~ U N F-SO.o'--{ o , PROPOSED ~ 4 - - ~ _ ~ ~0 BOAT RAMP ~ ~ ~ w
GROUND c ~ , _ _ _ I t~ •-4~ t~~~, ',~u~i'~ W
~ z - ~ - LL.I i/, ~ W~ 3 z r.~ N ' ~ ~ ~ A ER,~ ~ ~ ~ ~ j% NORMAL WATER LEVEL - WALKWAY Y ? J 3 - - - , -
U' ~%~M,,}~~` s~,~~ ~ f '~f~~~~~ EX AVA / ~f rf f. f f_ ft ~ _ _ P ~ f F ~ ~ ~ ~ , , . J - ~ - - - ~ ~ ~ ~ ~ X~
w I 3 _ Q I I ~ BOAT BASIN I ~ . _ - ~
Z I ExlsriNC snoR~ LONGITUDINAL SECTION B-B' I'~` x ~ ~ 5 x - i ~1 ~ ~
~ jl w l ,~r Sr~NlESS ~ I 4 7 ~Noa ~ x ~ z ~ FUTUR 0 _ E DEVELOPMENT
j ~ ~ (Nor ro scuE) I I STEEL BOLT j LLf ~ GRAVEL PARKING J
3 1 ~ j AREA 3Q` GRAVEt.ORiV C7'
I ~ j 200 POUND GRANITE I DEADMAN ~ zxto MApINE MINIMUM WEIGHT t , r- - - d 3 . ~ o 0
8xe MINIMUM GRADE WIWLER ~ /2 SPACING ROCKY MOUNT OVARY FARM ~ o 0 LAND o
a' 3 ~ PR R tx EFE ED + e wood oECKINc I I ~-15--? _ _ _ - wLwvmo = _ _ _ _ - - W ~ ni j ~ ' ~ t7
I ~ - ~ - - pan _ _ - - - - _ - - S~M~OEOtfcM'~ i> ~ CA
sTUNLESS o N 2xs wooD ~ - - - I sTaNLESS NUT, ~ j MINIMUM p NORMAL WATER LEVEL ' a:
STEEL NUf LJ ~ wASNER ~ _ _ _ _ _ 6X6 MINIMUM _ _ _ LEGEND: AND wASNER _ _ _ MARINE GRADE - _ ,.y~f_-
CONTRO L ~~,o~~
j ~ ~ ~ 20-~ PWNG 0 NEW IRON PIPE, CONTROL j _ _ _ _ _ _ _ _ _ _ 0 POINT, CONTROL fr.
~ CROSS SECTION p NEW CONCRETE MONUMENT, CON' ~ I ~ ~ GEOFABRIC ~ x 99 Z' SPOT ELEVATION dONUMENT, CONTROL ~ - o ~ , i G.~ , ,,rPP~~
JETTY -TYPICAL [f ~ ~ ~ , I ~ ~ WATER DEPTH FUI ~ a Ijl~ FARM LAND URE D L M ~ ~ . ~ ° , ~ I
JJ (~T ~ I ~ • PILINGS BULKHEAD PLAN VIEW PILING DETAIL ti o
SAME CONSTRUCTION LJ O WELL (Nar Tn ~ -ooooaa.- TREE LINE
FOR GROIN BUT ONLY Z OI 5' WIDE AT THE CONCRETE i ~ Vic, ~Jy~ can J 4"~ ln.,. 100 0 100 200 300 A~dl, ~,I,,` p~',++ n~ = '~..ti AAA ~ , is f~ ~ b~+~
NORMAL WATER LINE. ~ ~I~- s' WIl(IMUM i i RA,~~ ; SHORE LINE PROTECTION GR tECTION GRAPHIC SCALE -FEET
~ B FINISHED GRADE m • PILING
GEO-FABRx: ~ 50' 25' NORMAL wAl'ER IEVEI I--1-~ 6X6 MI IMUM I REVISED; 5 06 0 I I / / 3 DETA LS I
REVISED: 1 27 03 80AT BASIN I
CLASS I RIP RAP 12' WIDE 10" THICK MARINE GRADE I 2 wlwor~nNOER CONCRETE SL48 tze DECKING PILING I~ AREA MAP ~ PROPERTY OF: I P ~U ~ - NOT T Ca
I 1,5 ~ NORMAL WATER LEVEL S LE m~ I 'S i - - ~ r WILLIAM B. KEECH JR
12' WIDE 6~ THICK - - - - - k ~ 4 ~ WATER I N ~ - - ~ m
GRAVEL 3' ;rya+ ~~11, t , f + r ; ;;If. 9C1TON ; f P = SALLY BROOKS KEECH SITE A
R i` :.j`,. . III: r J~ = SCRANTON RRIT K T WN HIP HYDE COUNTY I sR CU UC 0 S I
- - ~ ' S, sa„4e A3 ~ NORTH CAROLINA I ~ ?a Sa s~, SCALE, 1 100' SURVEY DATE; SEPTEMBER 24 2002 I
SHORE LINE PROTECTION BOAT RAMP LONGITUDINAL f RIP RAP CROSS SECTION ~ ` w8 ~S f ~
(NOT To scALE) (rtor To scALE o i SURVEYED 8Y: HOOD RiCHARDSON, P.A. A ~ ~ I ENGINEERS-GEOLOGISTS PLANNERS
t • SUDESVILLE wy > 110 WEST 2ND STREET A WASHINGTON, N.C. 27889
- saI 43 1142 ~ PHONE: [phone] FG MDM
f 5/06/03 FMG 01-05-155
r