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ID# 0606871.01 CODL: 40609 ITEMS: 4G16
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C1 EXISTING SITE AND DEMOLITION PLAN
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C2 SITE IMPROVEMENT PLAN Co~unt~ Y FEDERAL POI~iT, NC
C3 GRADING, EROSION CONTROL, AND STORM WATER PLAN ~ 6 6
C4 CONSTRUCTED WETLANDS DETAILS
C5 GRADING, EROSION CONTROL, AND STORM WATER DETAILS
C6 BOAT LAUNCH DETAILS cR's~R
C7 DREDGE AND FILL DETAILS AND SITE SECTIONS TRQUT A

TANNER
C8 DRAINAGE AREAS CONS ULTIN9 ENGINEERS
NAJIi 3809 Peachtree Ave„ Suite 102 Wilmington, NC 28403
Wilmington, NC 910.397.2971 FaPh. x
Raleigh, NC Website: www Mengineering com
CTT JOB 5818 DATE: 4-15-09

CONTROL, MONUMENTS CALLS Ai?OUN!? WETLANDS IN BASIN
POINT NORTHING FASTING ELEVATION Course bearing ~Qisfance
FED 7$,271.26 2,321,065.5$ 1S.E>6' L? S 3~ 24'4 6'' ~ B.Za
g N
~P NO 3 7$,309.51 2,32g926.5T 12.5fi' G2 S 8x'46 00" E 11.Oi' ~ l L3 N 35 51'32 E 6.12
4 'i i~- L4 N 02''38 03 W 7.36 ~
Q~` WY a2~ ~ _ - P ~s~ w - BATTERY Bt1CHANAN ~ a~ v L5 N 34°43 51 W 8:15 0
4 ~ • _ HISTORIC BA TTLEGRO(INDS L6 S 53 25 54 W 17.57'
~ N: 78073.4375 ~ ~~r¢2s„ ~ _,X ~ E: 232D799.3422 $'~S~'`~. +l. ' END OF STATE
42~ t: 1.11 . n MAINTENANCE
_ COASTAL. ~ S , K ~
wsrrLAr~ro ~y¢, A` FENCE Ta 8E "ENCE TO BE RELOCATED ~ ~
> x' ~
~ `~s . EXIST. FOOT PATH TO REMAIN TO REMAIN _ LEGEND
BUZIARO BAY + ~ ` .~2~.
viciNiTY MAP ; ~ . ~ ~o~ , X W . Hj4~w:~~~~ v s1GN N Nd~.1~`~..~........ ® BaIiARD aR PtLlN6 a ~ ~
SCALE: N.T.S. _ u i x ~ i , ~ LEASE ~ PaWER ~ unuTY PocE ~ ~ a, M c~
X r Q ; 1 F~/ ~ , ~ ~ . ; - o sPOr crzouND EcE?~AfyaN ~ ~ ~ a ~
d~ .u ~ - ~ ~ i ~j ~ PpS ~ 4 } N ~ Tx.~"
. t + _~-_X ~ _ - . , , ; r ~J J ; : ~ CDA57AC N~'MNDS ~ C'i 8) ~ m ~ . _ - . i . i ~ f - _ _ NaRMAl. NIGH WATER UNE g ~ Q Of N Y?0
i ~ - . - - - - r , r . , ~ APPRDX. NQRMA(. taW 1- C't ~ C ~ N ~
" i ' ~ + x a V 'a`•" 7Y ~ ~ , r, C , ,I /~i /f~ ~ / ~ ~ ~ w. WATER LINE O ~ ~ ~ ~ ~
x ~ ~ ~ . ~ . ~ j ' ~ i N: 77987.5944 e . _ 30' LAMA BUfi'fR ~ ~ U t~! M . ~ ~ ; ; E:23213374281 7~5' A~UNE ~ ~ ~ ~ ~ u
COASTAL ; . + g~' ~,ti . _ NfTtALVOS~ ~ . . i % - ~ ~,~i~jr~ Eh 1.97 ti NT t~L C1 Os
•5 1?A~KtN . P L..FP~~~~~'f , . r~/.J +~I i L',~~ ~ ' ~ ~ f N 19'10'25°E , .TV-w fENC£ UNE' ~ ~ 0~ ~ m ~ ; / ~ , j 12.50' / ~ ~
F, ~ .z , ...........A~ . A~~P... , ~ f~ ~ ' lh ~ ~ ti~° .,..f ~ 1 ~ / rRt~S ~ HEaW BRUSM ~ ~ w
P I - N 27;3254°E " ~ ; ` 22.21' t DREDGE Ai?EA
56~ ~ ~ 8. f 179 x9'58°E S 84;T4',~" 32:88
N 8J:"'--=a....,,,,_ 19.6 'e~ ~ ' • u ~ 43.13 W ~ NA~E~:i . f-•~-'---~~•„~.. y --~~2~~ ` ~'EXfST. TREES AS PER NCWRC - ~ ~PRAP 4 •111--~"' N 84'5815 E DRAWING SHEET 1 OF 4 _ t ~ ~~k ~ , ~ ~ f~
k.~ 8325 'A ~ ` t S ~ N. " ~ N.~~,86=.. . WEATtAND ~'17ATED NOV. 3O, 2O07r~ ~ ~ r~' ~ ~ ~ G>~rvEt a ~
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oo~ h ~ s,~...~__~,;~ ELECSRICAL POLES - , ~~E . N
4yh ~ & WINS TO BE ~ r~~ ?4 3-'' w ~ - , , . PAVEMENT
a ~r. ~ ~ _ _ ~ ~ REMOVf'0 f RELOCATED / ~ , ~ 5 z w SAND
n. w? ~~T_~~ C1 H N
4 ~ i, COASTAL
S t ,S Y~/r r .,.SAND SOi! ,o+~' . r >b ~ , - NIErLANpS~
v 9`ti4~ ~//~i~~>~ I'%/~,, 'I" ..t~-':e•`'°"'.w'~.i!~!:'.';k,..'•,..'~:,,Z.,,n.+a-•~:w...,a.,oyw. 'r , -,+qt~ ao p„
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~ 'fi ~ f ' . , . r r , ll~t Bt1L~tHEAO , ~ EXIST, TE7EES AS. PER "tES AS. PER ;~NGWRC ~
u ~ `'f`r~-~~i ; ri ° ~ `pLLA&f~S • ~f3 '~~~REI~DVEt7 ~ ~ DRAM~NG SHEET i OF ~ SHEET 1 OF 4 ~ _
~ ' , ; ;~'r,;:'"~°:~.• ~ ; ' ! , DATED NOV. 3p, 2pp7, UNE .,19,E~Y x. ~ Y 75 AEC COASTAL g/ ;'i, ~ ,z. ..~1' _ ~ ~ t, e~ YV. 30, 2p07. . ~ ~
, ~ l r.~ { J t`~'
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5.42 i1~ , i / a•' •'.<;..:~;~'•'< Y %,';''N L LOW na a~ f 1?AR1f~N~' ~ ~ h.,.. - u1 00 1. TOPOGRAPHY SURVEY PROVIDED BY ROBERT H. GOSLEE & ASSOCIATES, PA ~ ~ ~
I ~ /r - i~ i ~ i l / R i t . / X3832 2 2. HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN & BRYANT ASSOCIATES ' U
ON MAY 29, 200$ AND REPRESENT CONDITIONS AT THAT TIME. ~
3. HORIZONTAL DATUM; NORTH CAROLINA STATE PLANE NAD83 ~ ~ ~ ~
C..++'~ ° r ~ ~ . l ~ r 1 „"i'~~f '~r.: a ~ I 4. VERTICAL DATUM: NORTH AMERECA VERTICAL DATUM 1988 (NAVD88) ~ U ~ ~ rn
r/'' ,,w ,1~r:•"i' `ter?. ~tr~ ! ~ DATUM CONVERSIONS ~ ~ ~ ~ ~ ~ ~ E ~ U
0.30' - •~~,~-~~r ~I~,. L30AT WOODEPI D CIS 1 r r i "7 i 5 ''al' 'r-~ l 2 ;.s MEAN HIGH WATER ' I ~ a
S ~ K~:~ ~ ~ ~ • .:y~..~x T'0 BE: , ~tEI~UVE13 E.- N 86 sS AL , . oo D.3 . y... 0 t. D 1.54 ft 4w. ~ ~ w ~ NAVt3 1988 ~ ~ U ~ _ U ~ ~
y r., _ ~R3 . < BL: f :v r{ i n' / ~F S:TV~~. if } N "7 F.' . `r~.`' , 2.54 ft } W ~ ~
y'DI~ mot. ~ . N: 77770.0644 _ 1. • I ~.WA' f , r'' : E. 23206770 . •'r;~~ ~~e-' i`. 447 _ MEAN LOW WATER * ' > ~ W W ~ ~
. , . E?: 2.04 ~ ~ ~°~l :4~~, ..c~ ~.iY . '°07 • , ~ ,
~,:a . ' it . ~ j i~: . . _:z:" 1 ~ . ~ . : I Y 1 , • J: ~ V• ,.r ~ f n , . , . . • ~ ~ a ; d ~ SEE NOTE t 5 ~ p ~ ~ ~ ~ ~ ~
. " 'h. q' ~.'.''x''w.'`~;.`' N:7773fi.8313, 'f ~ tt .w~• V!~'::,, .q. ,e. ~1, l r• :23 y 1 r. ~ 2©95' 88 0 5. SURVEY REFERENCE: ' tJ) <t I
, . W r f' et• -1,63 's i1{~.J sM1 : . ~ i, .4: r PID: R088DO-008-002-000 ~ ~ ~ w ~ ~ rn NFW HANOVER COUNTY REGISTRY , w ~ ~ w'~''
. it i~~ i( ti / •/A A N AR I- LE SE BOU D Y , a~ ..4 . TAL e:. COGS 't. r 6 :.:'...,..~v. . ~4 / ' .l t ,iI4 iq. Y•,~f. i , •.~a,1, a 6. TH15 PROPERTY DOES LIE WITHIN A 100 YEAR FLOOD HAZARD AREA ~ ~ ~ ©Nn' _..t , .
r r `tVLTtA NDS ; X~ ~E ir;:;'~ K^' v. r > '',<K. .y 2 j,: r r. ,r~~,: r may; ti:3~~ , :,4' AS PER FEMA FIRM PANEL: 3720302700 K, DATED 6/O2/2006. ~ ~ ~ h Q =
#~ry,Y+,T:: ,Q ND A Y r ~ :~X ~4t . , ; - ~ ' ~S~ t . f" 4 , . . 1 .r:..._. , • . • FLOOD ZONE: VE (EL 13} ' a Z G~ ~ r- A.
. N f.: 3 ,a ; ,.r r ti . . . h r . , ~ n . 7 ~ ~ T. CORNERS ARE MARKED AS NOTED ON MAP. ~4 ~
,.Y. . ~r>~ ~ a ,:p. ~r r: i:w W f w.:f. Q I '.K•- ::J:' ~ ``rr •r ~ ~ I, n i v • • . . y l .fir 'tom ~ , Y/ s` 8. ALL BEARINGS ARE NC GRID BEARINGS (NAD $3).
4 ~ . , ~.I . . , • fr. . i ` , p • ..;ye S H . . ~F I ~ ~ .K H j~ 7v t . fY I+. 'N:.r . ~ J ---111 .t . x... ~ , v ti 7 . . ~ .n...,• ~ f Ital ~ 9. ALL DISTANCES ARE NORIZONTAI FIELD MEASUREMENTS. t Ua ~
. . , - Lam„ '•Yl r... + _ cOASrAc , 10, COORDINATES SHOWN ARE NC GRID COORDINATES (NAD $3/NSRS 2007} ' C
~..~.H::-' t-•~~: 'a~qx 4 WETLAND 11. COASTAL WETLAND LINES AND NORMAL HIGH WATER LINE AS SHOWN 4 ~
. ''x.` . : . i ` r:. L . ~ ' ~ YIL(N~i ~ r I ' I{ ` F {)~it7~ti~Ei' : • ~ . .,.:~,..;i ~t'; • i ~ ~ 1. J ~ 1 r @e \ ON THIS MAP WERE DELINEATED BY ENVIRONMENTAL SERVICES, INC., ' ~ ~
_ APPRO~NORMAL , , ` + ~ • „ ~ - 4 ~ 3 PILINGS TO ~ ~ u.. ~ ~ •..:f , DURING MAY 2008 AND FIELD APPROVED BY DCM ON MAY 27, 2008. ?
. OW WATER LI , . . N. L ~ BE REMOVED - . f;.-,.~ i,, 12. 30' CAMA BUFFER AND 75` AEC LINE SHOWN ARE BASED ON EXISTING t ~ ~
, . ~ ~ V - rr~ ~ CONDITIONS. ` Q~ t
,:~:k- .(1 ' . 13. LEASE BOUNDARY INFORMATION PROVIDED BY N.C. WILDLIFE RESOURCES ~ ~ Q
~ S' COMMISSION AND TAKEN FROM DRAWING DATED DECEMBER 2007. ~ ~'~C ~i~ 14. HYDROGRAPHIC SURVEYS BASED ON USACE CONTROL MONUMENTS: ~ J
~ i 's~
r , - / SEA AZ "FED" AND "NO 3". I ~ tY
~i~ ; . , ~~N 2. aT40'E EXIST. NORMAL \ ~ 15. MLW WAS ESTABLISHED USING NOAA TIDAL BENCH MARK "ZEKE" `t ~ Q
I ~ ~ - AT ~ ? 5 ? ~ NIGH W ER LINE 8 LOCATED ON ZEEKS !BLAND. NORMAL LOW WATER LEVEL AT PROJECT 0 ~ ~ SITE VARIES DUE TO EXISTENCE OF US ARMY CORPS OF ENGINEERS ' ~ ~ ~ _
r ~ ~ 1ST. ROCK REVETMENTS \ ROCK STRUCTURE. ~ ~ F-
r+ t ~ r~~, ~ E TO BE~EMOVED
i ~ ~ ` `1. ~~~'~~\~?J~ EXISTING LEASE G3 ~
, ~ .y ~ ~ ~r ~ BOUNDARY ~ _
'i u. , ~ ~ 4~ _ ~ ~ SEF NOTE 13 Q D- > w
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i. _ : , _ ; ; ' 1.,3 APPROX. ~ - , Hlt~l wAT APPROX. NORMAL N 4 ~~~~E~a~+~rrrta~nt
2.6 i i ~ . :a 2 U, - , r; EXIST. DR®GE llMITS GENERAL CAMA ~ ; t HIGH WATER LINE ~ ~5~ W , `°~b+~,~ ~~ti~ `~V ~ "~'1w41. \ h~ V y"~W CMN~6~~~ ''9~~~dJJ::
~.F. PERMIT X984 -ISSUED 6/p5/pT it, / ~ ~ ~ ~ .
~.5 ? i ri ' l 4 ~.6 n~ ~ SEA ~w
_ THE B~~iN F., ~ %,v; I; _ ,.a ~ 1 - to \ \ . a rtn O ~ $ 4 \ ` p p~ ~ a L48~~Y b
2.,~ it :1 ~ N _ _
SA HQW WATER C~.ASSIFiCAT~~N ~ ~ .J c.... n / i r 1 Ll
i 'r r, u: ~ `~y~ . rr / .:.1) ~dA ~ ~ ~ .yu4~,
_ f ~ f i`d !
1/1 ~ _ ~ 2.7 ~ ~ i 2.;
~ 7 2.4 ~ ~ / ~ ~ ~ ~ ~ st~eo ev: _ RAW
°h ~ i ~ ~
~ % APPROX.- ~ ~ 2.~3 NORMAL APPROX. ~ ~ auaurr cor~~Ra?~ MTA/JRT NORMAL LOW
z. , ~ / WATER LI WATER LINE ~ ~ • ` scare: NOTED
6 r ~ f1lE NUM$eR: ~j$1$
_ 2.~ ~ i~ ~.Q ~ ~
r f , ~ GRAPHIC ~('A} F oar: 4--15-09
i EXISTING SITE AND 30 0 15 30
2.9 26 ? 2-6 A j 4 17 DEMOLITION PLAN
17 ~..~Jm.L._... { IN FEET) @ FEDERAL POINT
W! 2 2.6 J
? n 2.~ t inch = 30 ft. SHEET NUMBER:
12 \
10 18 M OF

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BA TTE BATTERY BUC~lAlVAN
s r~ , , NfSTD! S !S(~~~ '1 NfS TDRIC BA TTL.EGR4UNDS euzxaRO enr VI I N I T~` MAP
N: 7&473.4315 E. 2320799,3422 S~ SALE ,N.T.S. ENa OF STATE
Et: 1.11 a. ~MAiNTENANCE ~ PROJECT BOUNDARY
LIMIT OF URLAND ~
COASTAL S 69 , WETLANt7 '~.,,~1~„ PROJECT BOUNDARY ~ ~IST:)
UNt ¢9~~,.~E k \ e70S CONSTRUCTED ~NSTRUCTEa (LIMIT OF UPLANa aIST.} . ~ , ~ ~ ~ ~ ~ ~
WETLANDS FOR
_ ~`s'~ STORMWATER \s~~. MANAGEMENT R NMWA1~ ~ RELOCATEa POST ~c CABLE FENCE ~ ~ . ~~2~... ~ ~ ~ ~NAGEMENT . V~A~ ~1~~~~~. ~ W ~ ~ ~ ~ POST Et CABLE FENCE X ~ ~ N~~~ K.. . z ~ ~
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. LAN CONC. SIDEWALK , ~ . a z > ~ cv / , ~ LEASE ~ a z ~ m no
ARE AREASCAPE X . . . BOUNDARY ~ z ~ o h N
P ~ ~ r ~~~~~M ~
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y a d . N
PI~OPOSfD SEGMENTAL.; ~ ° . • ° ~ ° , .e . . y N 8 y BLOCK RETAINING WAIL. r " ` y o , N: 77987.5944 ~ ~ ~ ~ y y ~ r + ~.Nw ~P~ I r ~ ~'i~, E:2321337428~ ~ ~ ~
n x ~ r « a ~ y y
COA~SeTAL ~ ~ y
Y W
. ~ ~ti- ` N 2T32'S4'~
, ASPHALT PAV€MEN`F- y ~ , , / C _ Tk\l. X2.21 ~ ~ d3
.T PAV€MENT~ y y y 4 y ~ V ~1 ~ r ~ ' 21 jg 5g 81 i'~9 09'58°E ~ $ ~ ~ W
< ..Ir,. y W " y ~ ~ * ~ ~ 5 s~ X914 E _32.88 62~ ~ EXIST. TREES AS PER NCWRC x~a ~ ~
~Q 44' . . . . . . t" ass' _.t N X3.43' . . . y . ~ y Y / ~ ~ .13,73 8458'155"E
_ 1~ S p~,Pt~ ~ t~ }a~RAWING SHEET 1r~/OFry 4 ~ . ~ . . ~ . y r~ 11M~N~, 3"{`~~s~s W « y,.~ IbETLAND ~ 'DATED NOV. 30e 2007;'
WiO ~J is
- w s ~`ss• PROJECT BOUNDARY . V ' I ~ y
`~.~'a9y I1MIT OF UPLAND D15T. Ua'. . ~ 4 ) . .
3~., ~ . s ~ 9 ~ a csa
• Z . s'~u+ a ~
s ; a ~ ~ ~DEWALK „ ~COA5TAl
s _ ~ s Ap ~ • , j . s\.8 ~ . z' V _ WETLAlVi1S~
4SS~ a`1W _ .
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a 50~... , , ~ 47 ~
h'
EXIST. TREES A5; PER :.,NCWRC
, ~ r` 0+117' ' ~ ' ~ ~ ~ aRAWING SHEET 1 OF 4 .
H~ikviY,-BaGttl,S j r d.: ttf. Tg pEG tINE...... ~ COASTAL g i ~ ~ ~ X... , GATED NDV. 30, 2007. ~ N~TLJ: ~ .p ~ c~ ao
1. TOPOGRAPHY SURVEY PROVIDED BY ROBERT H. GOSLEE & ASSOCIATES, PA ~ ~ N ~
LINE., •5~ ~ ` ~ v ~ ~
,,Q1 2. HYDROGRAPNIC SURVEY. PERFORMED BY GAHAGAN & BRYANT ASSOCIATES ~ U i . ON MAY 29, 2008 ANa REPRESENT CONDITIONS AT THAT TIME. ~ ~ ~
5 42~~ y; Vic: :.a'°;' .~'.t.; : o....... . . ~ ~,~o, 3. HORIZDNTAL DATUM: NC)I'tTH CAROLINA STATE PLANE NAD$3 iL O U) ~ I
v ~ 4. VERTICAL DATUM: NORTH AMERICA. VERTICAL DATUM 19$$ (NAVat38} ~ ~ ~ H Q ~
'cif y ~ '`r N C Z h
. z~ DATUM CONVERSIONS v W r- x
. ~ ~ DEAN HIGH WATER W ~ ~ U ~
u~i~~ ~ 1.54 ff L1., ~ .C ~ t,7~
y- , ~f„f~ NAVI) 198$ ~ ~ } (D ~
e ' , ~ ~ f - - 2.54 ft j (L' Li.i W N ~
~ ' ' ~ MEAN LOW WATER * I E+1 fn at?
rf~+~` ~ J1: .y, . t,.. , y t. - ~ SEE NOTE 14 ®~,0.,, p Z n
~1 ' ~ I w ,.i..i ~ ~.Y ~ ..~1 W R` R A~ ~NC, . SID); 7 44 ~ N• 7 77 006 5 '1 4 - 3 7 i t 5. SURVEY REFERENCE 'U ~ ~ d I
3205 044 71. 7 . c w:: • / ' , . . ....,.r. 4 1• .0 0704 E. 2 . . .7 - . . ~D`. .P Ah1 8 - . 7 r._ . - ~ Plo: RDS$o0-00$-002-DO0 _ _ At~~tl` - ~ oc ~ .4 w ~ C~
~4 ' : .g i . ,i..: , . . . RA Sa • ~ 'F, A = ~ ~ NEW HANOVER COUNTY REGISTRY W ~ ~ ~ m ASS"'..-'--~ ~ Z t~ ~ .s . ,
S ~BE' ~ XkS.. . . . ry. . . . . . ~ . t'. . y ~ , ~ 6. THIS PROPERTY GOES LIE WITHIN A 100 YEAR FLOOa HAZARD AREA ~ 0 Q =
r v : , A ' ' t ' . . , . - ~ o.. . . r - . :.r - . r . . .`f'". . AS PER FEMA FIRM PANEL: 3720302700 K, DATED 6/02/2006. p Z p ~ p,,
`w: - ~ . . ASE < , f 1 _ . . AR . . BOU Lf ' - ;T~.. W€T'IAND COASTAi. FLOOD ZONE: VE (EL 13) ~
~ ~ I , R ' , . ~ TO 8E FILLED , . : i =w£TtANDS 7. ALL BEARINGS ARE NC GRIa BEARINGS (NAO $3). ;,..4
. . . :T: 'KA . . , . ,4 - ~ 'IAA ` ~ ;A,. ..x.. ~:I?R+f~Pt1! 5.~~ ~ 228 SF ,.,TO. ~.:CAN.t3~'~~~ ` -WDOaEN 4W~LDUFE ALL DISTANCES ARE HORIZONTAL FIELa MEASUREMENTS. ~OBSERVATIOE~, DECK 9. COORDINATES SHOWN ARE NC GRID COORDINATES (NAD 83/NSRS 2007) ~
1~ . . A R •1 ' :i, M PR ON C .A y.: w ti' I - CJPtL17 A i ;~.;<<`~
• ' _ ~It• ,~O" ,.y,., `ti ,z s~ 1O. COASTAL WETLAND LINES AND NORMAL NIGH WATER LINE AS SHOWN ON
1 . - 1 . 4 J :a' _ . 4 . , S, , ~ i. 9 < t,.. . ~ ~ ~ THIS MAP WERE DELINEATED BY EN~RONMENTAL SERVICES, INC., DURING ~ ~
. ? ~ . ; t' A.,... h' :.....a:'. f~ a. . . L. t` {!L . .'f" ;,S 'r A .'4 .•3. ..K . _ . _ y, - CoasTAC`' MAY 2008 AND FIELD APPROVED BY DCM ON MAY 27, 200$. ~
~ •.o~.n. 1 ++ffII _t_., 1. • . ti. ~ - \ ti,~ h: L t A• ON ~.r n ~ i' V4ETLANO 11. 30' CAMA BUFFER AND 75` AEC LINE SHOWN ARE RASED ON PR(~OSEa ® ~ -true SITE GDNDiTI0N5. ~ ~
` ~t V , . ~ S.. \ o . T1vIEN AE3iJ s ..K APPROX. EXIST. ~ ~ PF PROJECT BOUNDARY 12. LEASE BOUNDARY INFORMATION PROVIDED BY N.C. WILDLIFE RESOURCES
~ 6 WOODEt~:.~: NORMAL LOW APPROX. ~ ©2..... L . \ I"lXED DOCK 6 t (LIMIT OF UPLAND DIST:) COMMISSION AND TAKEN FROM DRAWING DATED aECEMBER 2007. ~ Q
. . ; W tNE , . , ~ WATER I ` ~ ~ , 1, `t\ \ . VIN SHffT ~ _ . , ~ WATER LINE , ~ --Pt: ----PERMANE T COASTAL ~ ~ 13. HYDROGRAPHIC SURVEYS BASED ON USACE CONTROL MONUMENTS: ~ m'"" ~
,•'h~. PILE WAIL ~ . . " WETLANDS IMPACT SEA RZ "FED" AND "NO 3". to ~ ~
"s ~ o~ 2 15 ODE ~ - 1 C \111 , ~r.l 103 SF =.0.42 ,ACRE . j 14. MLW WAS ESTABLISHED USING NOAA TIDAL BENCH MARK ZEKE yw ~
~ , ~ come. RAMPS ~ ~ ~ ~ ~ r'• _ . SIDEWALK
' ti ~ ~ ~ -ROPOSED RI `SIDEWALK' ~ ~ ~'~F~c t~ LOCATED ON ZEEKS ISLAND. NORMAL LOW YVATER LEVEL AT PR~RJSCT ®„C~ U ~F?ROPOSED REINFORCE?' ~aEGMENTAL BLO , RETAINING WALL SITE VARIES DUE TO EXISTENCE OF US ARMY CORPS OF ENGINE ~ ~
, ' O NI . : PR P4SfD ~ ROCK STRUCTURE. fJ~ ~ _ -PROPOSED HIGH . MAi~SH ~ ` `4, ~ ~ ~ ~ ~ ~
r ' ^ n r 'i.
- _ PRC - PROPOSED LOW MARSH\~ ~'~~r , ~ e N ~ ~ U ~
`
- ~ . . . • t 5 ~ ~ ~
, _ ' _ : ray . ~ gPPR4 EXIST M11t)RMAI; O~ t, ST.. NORMAL ~ ~q r~ ~ p ~
6 ~ ~ ' t?ROPOSED HIGH WATER {~N! FXISi'iNG PARKING COUNT: G _ ;H WA.TEft LINE .~~R~ EXISTING LEASE ~ ~ ~ ~ ~
t N:pR~I~L~ HIGH ii i ~ G . ~ WA'11~R' NE OPfN GRAVEL LOT COUNT UNKNOWN - ,_~,~-~,~^~-'~~~,~1 \ APPROX. EXIST. SEE NOTE 12 W t-- ~ _
$ WOODEN PROPOSED DREDGE ~ ~ ,.1. , _ rNORMAL HIGH \ ~ WATER LINE ~ ~ p W w p
RE ,h , PROPOSED PARKING COUNT: A A To -4' MLW - FLOAl1NG DOCK t1. ~ ~ ~ G. Z t,.
A R 23 -6.5 NAVD$8 • , TR tIE ( } _ ~ ` r \ \ ~ •o
2 ~(}Z VINYL SHEET tr {.c r TRAILER ACCESSIBLE G "''-T, ' PILE WALT - \ ~ s~A~ _ ~
R 25 J:, o(~ ( , TOTAL TRAtIf - ~ j. , ~ LG i~u _ 6 WOODEN ' n O C J.. ~ ~ w ~ ~ ~~~;E167?itflit pp F
eAR ~ , 13 FIX D DOCK : ® ' °L~;~ ~ E
AR ACCESSIBLE 3 ~ `-REFLECTIVE ~ \ ~ ~?~',,~`~~~,~°,afl~{~;
TOTAL GAR 16 ~ ROCK SILL ~ WARNING POSTS ~ 4~a.s;. ~
FOR SHORELINE ~4~ G F, (SEE aETAIL) ~ ~""~~743 ~E ~ vv.~ '~Q,W t ~ ~
_ ~ STABILIZATION \ r a ~J m .
p 1 ~ ~ 8?a87; ~ '0~'
_ APPROX. ~ ~ ' `''d e'•~F <~°~; F. e ~~9,a,~
~ APPROX. COASTAL WETLAND IMPAC EXIST. NORMAL ~PRDPOSEa LOW ``~-~H `=>F~,;~,~~,~'~h 0
' OW WATER LINE dE WATER LINE ?p~$~y ,
POCKET WETLAND WITHIN EXIST. BASIN = 228 SF L ~ ~OA~T\4Iy \ esFrr~t} er: RAW
- t03 SF EAST SIDE BOAT RAMP ' EXIST. DREDGING LIMITS L E ~ E IVT D
- ~ GENERAL CAMA PERMIT TOTAL COASTAL WETLAND IMPACT = 331 5F ` NO. 44984
ISSUED 6 05 2047 /l ® PRO~CT BOUNDARY (LOD} PAVEMENT ~ ~ EXISTING COASTAL WETLAND ~
.PROPOSED WETLAND PLANTINGS COASTAL WETLANDS LINE ~ ~ ~ ~ 41fiALItY caN~RR~.: MTA/JRT EXIST, NORMAL HIGH WATER LINE . ' a , . SCAIE: NOTED SAND ~ ~ PROPOSED COASTAL WETLAND
. ~ ` ~ ~ FltE NUMBER:
~ - LOW MARSH = 573Q 5F 1Q _ G - . . PROPOSED NORMAL HIGH WATER LINE ~ TREES W ~ NATIVE PLANTS APPROX. EXIST. NORMAL LOW ~ ~ ~ ,.y dr GRASSES oA~: 4-15-09
. nnn nr ~
HIGH MAKbH = you 3r 1 WATER LINE DREDGE AREA PLANTED GRASS SITE
TOTAL PROPOSED WETLAND PLANTINGS - 6690 5f GRAPHIC SCALE
30 0 15 30 PROPOSED LOW WATER LINE -_.l~i IMPROVEMENT PLAN RIPRAP I PROPOSED HIGH MARSH 30 LAMA BUFFER FEDERAL POINT
ow now lammomm- IN FEET ) 75' AEC LINE CONCRETE PROPOSED LOW MARSH SHEET NUMBER:
~ a 1 inch = 30 f# $ x EXIST. FENCE LINE C2
X RELOCATED FENCE LINE ROCK SILL OF

it
Q~' US N~ Rµ~~ G
GP Q ~
4z1 a o ~a us ~ in
1 ~ > w
, I
1,...~,•. ` BATTERY BUCHANAN VICINITY MAP
HISrOf~ HISTORIC BATTLEGROUNDS evnpR° aar SCALE: N.T.s. Q
N: 78073.4,,775 - - _X 3 0799, 3422 THIS AREA TO BE USED END OF STATE
€i; ~,rt A5 SEDIMENT TRAP MAINTENANCE ®ms~'" Cp <
DURING CONSTRUCTION SILT FENCE BAFFLES n t / - SEE SILT FENCE DETAIL' - c0 5 AL ~ rrENCE~DETAIL) - TYP. L.O.D~EXCEPTFWHERE L.O.D. ~~,®'"'r
. WETLAND / , `
~ 1 ~ ``~'k. CONSTRUCTED JSTRUCIED IS INDICATED ELSEWHERE) ? ~ , , . ~ ~ ~ ~
- t ` WETLANDS FOR w ~ ~ , STORMWATER fI.ANDS FOR , T)MPORARY . ~ ~ m N ~ o )RMWATER RELOCATED POST & CABLE FENCE X _ CONSTRUC A2~... ® ~ ~ M ~
_ > , \ MANAGEMENT NAGEMENT EN ~ ~ 3 ~pY LIMIT OF a ~ 3 ~ a ~ POST & GABLE FENCE GN ~~DISTURBANCE a ~ a~ ~
/ ~ } m. _ ~ ~ t ~ i }
_ V I - I . LANI CONC. SIDEWALK , , . ~ ~p ~'~~.....Op~` ~ {UPLAND) a z ~ ~ ~ h
i I ° ' ' ~ ARE! LANDSCAPE X , , , f....... 3~~rsr° ~ z ~ o ~ r~ M AREA
_ i _ I } ~ X , ~ ~ ~ ' ~ ~ o ~
.n k: ~
PROPOSED Sf~MENTAL_._ , ~ . ~ z y m_°~ rx~ c» m
BLOCK RETAINING WALL , k 1f y " + ~ ' ~ " y W ~ ~ a. . ~ b+. I ~ ' - / ~ f /?N: 778$7.5944 ~ ~ O ~ ~
I z4~" ~ , k . xis ~~/~.J /J}f/ ~ 23g~337 ¢28~ u ~ s~
COASTAL ~ I WETLANDS ~ ~ +y. y
y ' X~? '.x43...... 3 / ~ Q
T M X . y , ~ r-
50 VEGETATIVE FILTER - - : Q~ + • . TROP 4.1,4?'.. y ~ ~ ~ ~ ~ ~
~ ' ASPHALT PAVEMENT- • LIMIT OF DI5TURBANC~; _ _ ~ x ......................4:4±~ T PAVEMEN.T..... , . INV. 2.0. y y M°y y ~ ~ ~
(UPLAND) _ .-1~"P r . -F4.4 ~ ' • o ,
TEMPORARY aILT FENCE ...r......,~.,•::r.~ 4,< ,~4.5 , ~-4.7...... . ^7 x ~ ~ ~ y EXIST. TREES AS PER NCWRC y r°' ~ . DRAWING SHEET 1 OF 4 ~
L.O.D. EXCEPT WHERE O ® ~ ~ 4.5. ,p . ..+1, \ m +4,5 ...,,...9w.4.~.. a ~,,,s?, y y ~ cDasr~t ;DATED NOV. 30 2007; WETLANI? ` y W y
L.O.D. iS INDICATED ' ~ 'ex 1,4 F ELSEWHERE) ~ 1•~ ~ , ~ a, \ G ..q, 4, IW y y ~ .r'~-~""~ LINE ~ ~ Q r y
/ \ .r1. ~
, . w_ , ~ -
k , +4.,t~ , SID~~VALK
~f/ ~ _ +,++r.,;' / ~i f,' _ WETG4NDS~ COASTAL WETLANDS LfNE W
' ~ _ - - ~ EXIST. NORMAL HIGH WATER LINE
h.... ~ J.. ~W
• _ v..r.. } 5 y ~ ; ' W ~ . w-- . PROPOSED NORMAL HIGH WATER LINE
1 a .....1.... 4.r~, } :15' LEVEL ~ f . , I ~ . ~ , ~ n - - APPROX. EXIST. NORMAL LOW
SPREADER ~ r j ~ .S' • ~S. `.+4:6.'.' ~ . ` y ~ t EXIST. TREES ASn PER ;NCWRG WATER LINE
_ l / ~ _ , ' y DRAWING MEET 1 OF 4 - - _ - PROPOSED LOW WATER LINE
COASTAL / : ~ / r ~ ...~.f.'.'........: . . I~ DATED NOV. 30, 21307. x EXIST. FENCE LINE ~ ~ ° W - _ O
WETLAND ~ ~ ~ 1, ~ , 4,4 ~ ~ ~ _ X RELOCATED FENCE LINE Z ~ ~
\ LINE:. ~ ~ ~ r/ :i ~ 5.3.......... ~ .Q...... I ~ L ~ ~ ~ CONTOUR LINE ~ > N
, \ t I .fir. . ~ ~ ; ~ i _ _ +4.6 PROPOSED SPOT ELEVATION ~ ~
q. ~ w', ; - - PROPOSED SILT FENCE ~ ~ ~
. y , , i r ~ ~ ®¦LOD~ ~ ~ LIMIT OF DISTURBANCE {L.O.D.) d U W ~
~ ~ r 4,6~' 4.7y , ~ ~ PR~}VIDE TREE PROT~C110N FENCE ~ F- ~ ~ . , j ,•,,n _ ~ EXIST. CONTOUR ~ ~ c Z I,,
~ ~ ' :ice:,:.;'.' ` ~ ° f :..,,1':' ~•r' ' l 1 ~ ' I . ~ ' ; ~ 8 PROPOSED CONTOUR I ~
~ f _ t •..,t^.-?>. 5.6 ` ~ }t5. E.. ~ . 4:9 ~ '+4,8' 4.~ ..8. ~1~. ~ 4.~ t,~~t ~ _ i':'~''"' DI8 DROP INLET W ~ ~
.814' .8•i . ~ Li.)
. ~ , y y ',4 i~ _ ~ TEMPORARY INLET PROTECTION G3 ~ U t~A ~
i r' ' 1 ~ -'1 ~ L . 1. L ~ . f- I p . W y , _ INV. INVERT > ~ ~ ~ N s j
a .ice'. ~ F .,J' n. 1. I. .I. .I f a ; y y , _ RCP REINFORCED CONCRETE PIPE ~ tl1(~ ~ r.
4 a.~.. ;::,f. . - ' y ~s o J~~ . ~ / / TREES m
N: 77770.0644--"=" iry.. "~ilt~'~.WAT~R.:~ll+lf~:.• ':•I=1N~•."~~: f. {7N~`,~~#I~EWA~K y .`VGA (r :0:;.;:: i a ;n~ , 4 ~ . , '3 r. I• : ~ 7.04 7 3 7 v 2 20B E• 4 6~ 1 :7 i . ~ 4 rn' ~~t.iA ~ ' ~ DREDGE AREA ~ ~ o W ~ ~ ~
t .f e. a ~ ; r 1 ei: 2. ;•R' / , ;a,• ' + 'r. :'l, J- r .f ~ .•'t,'•, ~ } i :
r ~;;.i?.~. .I r++ ~ • - i. r~ LF J ,4' + ~ ! r . t. ~ ' ` + r 1 i ~h;, 4. e. •.U•.; • ~ E CIS'. .i t+ A . f!1F3;~ ~8 •1~IS'~ 'r; ~ ~ yr ,l 4 LIMIT OF RIPRAP ~ ©N
/ ;'t . . . y r ' r 1 . - i ~`i',' f ' ~ ~ , DISTURBANCE ~ ~ s U ~ h d =
' TOP 4.3 f. r `4, { _ f ~r~ . - Kn :4'. r .t:. +INV. Fry~ 1 4. t J '.'t,:.t 'li, i' •7t' y j? - r UPLAND _ e Q d t1! d - ~ ~ ~ 4~~ CONCRETE
~ r,. ~'i.' 3:3 r' a. 't.:'~. i' ~ . l . , . 5:3~ : `r . ~ ~ COASTAL ~ ~ ~ ~ . ri J T - "W]rnANDS~ ~ ~ ` ~ ~ ~ ~ + + ~ EXISTING COASTAL WETLAND ~
_ ~ r.~.~~ I / r , a.. ~ r f_ / 'x. +48~ .y" ~ ~
f. - . r' + 4+ y } .8+ ~y]) , ~ - 'r..: ~ ~ r . ~'S L rl d° 1 P~ . ,'~Nti L.0 .11.• ~'4 . T' C3~. Iw ~R & .:G °r~ I " ` ~ ' PROPOSED COASTAL WETLAND ~ ~ INLET -PROTECTION ~'TYP. 4•~ PLACES) ~ ° • - ~
iT. N ~1... .A f ,I..: . } . ry. . :.t: f l C 'F ~l'. ''i : ' ~ ~w ~ ~ ~ NAl1VE PLANTS
S' tea' . 'I, 4. 4; [[hh Inc: • ~~oAT l,J:. `J ~ y .j•, r;,. / ''t' 4, X" 8tlf. i' ' y as y _y ~y & GRASSES
,I. / :i ' P. R AM - i.: - , . 3 f .i . I~: `a I: r - . ~ ' ~ PROPOSED HIGH MARSH ~
a •'r i ~ - - c' •.i ' A 'r', , _ I, ~v~ CO O.' 4'. r' • - A :i. .'r' r- . \ a CN~ETLANO - ~ W
~ Q d i. VI 4. y D AC° I: 1~; :I~ r l., I ~y :'1• ~ • t .4= 5 i 1W AI R SED _ ~u~ ~ "l•'.. \ ~ ~ t g.p. E~:`~: BW 3,8 ~'i. PROPOSED LOW MARSH ~ ~ . ~t 3,8 ~~UNE
''v i , 'r~. ` 1 K' ;'y h S Dr=WAS. .a ~ J XIST. oX. E ~ ` ,i t` •I . . ~r. • h` .rr,• TCH• T0~ MA •~t' a
't~ 'f: PROX. - AP TEh AL LOW b •P E[7~ / ~ PRO O 5 C E \ LOW ^y - _ TEMPORARY SILT. FENCE L,OD. EXCEPT o°n°cr°a°o°o°o°a°? ROCK SILL d
P POSED R O \ ~ E7ADE' WHI WATER LIN -:r'.w'~~~: ..•~:f WATER LINE VINYL SHEET (~7 . ~ S~~~WHERE L.,O.D:` IS~II~DICATED ELSEWHERE) ~ ~ s.r- PLANTED GRASS ~ ~
PILE WALL ~o 5:7 `c ..'S: w HRpPOSED GRADE ~ TQP::O~ 6"~R~,SEO SIDEWALK ~
_ R~ {SEE TURNED DOWN ;SIp~WALIt.~?ETAIL, SHT. C5) ~`;..:.:,~,,~~•d;.'~ SAND ~ ~ 0•
I ~ ~ ~ a .ID~NALK
p a,~? RA ~ { ~ ti, ~ . •-ROPOSED REI ?-ROPOSED REENFORCEO`SEGMENT/~L BLOCK RETAINING WALL PAVEMENT ~ N ~ _
~_~l. `-4 p 1r `~r~ 'PR~AI~QSED ~iit ~R'~os~a ~{I~~:MAR-s~ ~ N®TES: ~ v~ ~ ~ ~
i _ +~p. ~G~F~~~ 1. TOPOGRAPHY SURVEY PROVIDED BY ROBERT H. GOSLEE & ASSOCIATES, PA ~ v ~ Q Z
y~='_-~.. R 2. HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN & BRYANT AS50CIATES
s ..lr"i ON MAY 29, 2008 AND REPRESENT CONDITIONS AT THAT TIME. ~ a W ~
° ~ 5 ~ 5; ~{yt ~ PROPOSED LOW MARSH 3. HORIZONTAL DATUM: NORTH CAROLINA STATE PLANE NAD83 ~ ~ _
a • ,~PR~IP 4. VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM 198$ (NAVD88) F.: ~ J
• ` ~ , ~~pr~.~{
_ T WA's ~ APPROX. EXIST. DATUM CONVERSIONS ~ ~ Q W f..
/ . pD0~0 UpgDOaD 1 PROPOSED De ED ~ , oo aoo 0 0° >CI 1,,.~".-"" p o a NORMAL HIGH ~ MEAN HIGH WATER ~ ~ ~ U ~ W Q
AREA TO -4 MLW i t~ ro opbo°opobd p ~ 0 0000q UGDDDOpO I / DpaO bpOp Op OGCO r~~ ~ O O D O O O O U ? °?°°°ao?° a ~ WATER LINE 1.54 ft ryry 'gy'p{ ~ o 0 0 0 0 0 0 0 0 0 ~ NAVO 1998
(~-fi.5 NAVD$8) I/ I R/ i 4 0 o p p a c a pppppopoaopooooopo Y~, o o a o 0 o p o p o 0 0 o D o 0 o p o a 0 o v o o a a D o a o 0 o g D o 0 0 0 I I/ ~ app4pOp apOpppDpbp pqa C OQ, DOppppDDppppOpUpDaOpUDbpOpaO '~oooooooaooopooooo00 o 0 0 0 0 0 0 0 0 o SEAL
VINYL SHEET I pppod oppoppooo oooooaao(~p,~~~~,'oopooapoDpDDgaooDpDOpopoDDDpppoa 'oooaoopoao~oaaoooooo ` ~ 2,54 fi ~oaoo°o o a o 0 ooao ' MEAN LOW WATER ' °
PILE WALL {1} k , aOUbDOpCpODOpODO COOODO"UpUaopUU00oDUDaggD opo r f/ I GbpO OpOp00 a p 6 0 0 g n 0 0 a D O G 0 pa 1 p U (~U q p D ~p 0 0 0 0 0 0 0 l/ k ppapOp000p OUOpOpO00pOpOpOgOpO U ~ ,~aas'~~'~ss~~ r
I / I , ~ \ Dppp00000 Oa0pap00 OUOpU O I, I J/ 1 I D D UD UOOpO a o ~ ~ 5EE NOTE 14 ~ A~ ~ ~
~ ~ ~ I f ~~r RE REFLECTIVE 5. SURVEY REFERENCE: ~ktGB~~`°E.~~~a~'%~~',~'°J°.
I 1 ~ I ~ I WI ; , ROCK SILL ` WARNING POSTS ~ PID; 808800-008-002-000 °~r~ {
f I / " ~ FOR SHORELlNf ~ ~S (SEE DETAIL) NEW HANOVER COUNTY REGISTRY ~ ~ ~ o 'I ~ti'`
' ' i ~ STABILIZATION ,r t i i A } A APPROX. ~ 6, THIS PROPERTY DOES LIE WITHIN A 100 YEAR FLOOD HAZARD AREA ~ +'4?~~~,',:;~ ~
/1 ,I i ~ PROPOSED LOW AS PER FEMA FIRM PANEL: 3720302700 K, DATED 6/02/2006. ~,,m , M,' p~~~ ` WATER LINE ( FLOOD ZONE: VE {EL 13) ~~~:~~t~l~~~~c~°~~~'°"
I i I ~ W i 1 i,~°
~ 7. CQRNERS ARE MARKED AS NOTED ON MAP. °°°°,~h~ ~ C~,~ti' 8. ALL BEARINGS ARE NC GRID BEARINGS (NAD 83). ~Rp~`"'"~"tt~ ~t~
~ / 1 I i , /i I 1 --2 - ~ / I ~ t ~ ~ --2
I / irk f ~ 9. ALL DISTANCES ARE HORIZONTAL FIELD MEASUREMENTS. 10. COORDINATES SHOWN ARE NC GRID COORDINATES (NAD 83/NSRS 2007) EsicNEO BY: RAW
EXIT. DREDGING LIMITS GF,~JERAL LAMA PERMIT ~
I NO. 44984 ~ APPROX, EXIST. 11. COASTAL WETLAND LINES AND NORMAL HIGH WATER LINE AS SHOWN oRnwN Br: HWL/WEC NORMAL LOW ON THIS MAP WERE DELINEATED BY ENVIRONMENTAL SERVICES, INC., qu~.irr coN~RO~: MTA
i ~ / Is~uED s/a5/zaa~ y WATER LINE DURING MAY 2008 AND FIELD APPROVED BY DCM ON MAY 27, 2008.
vv~ k/ f 12. LEASE BOUNDARY INFORMATION PROVIDED BY N,C. WILDLIFE RESOURCES ~n~E: NOTED
~ ' a '-1. I / / COMMISSION AND TAKEN FROM DRAWING DATED DECEMBER 2007. FILE NUMBER: 581$
I ~ / I I,/ / i 13. NYDROGRAPHIC SURVEYS BASED ON USACE CONTROL MONUMENTS: oA~: 4--15-09
_ / ,m / I GRAPHIC SCALE sEA Az "FED" AND "NO GRADING,. EROSION
zn n ~c zn w u. uun rnrarn iniirn ~iruin iron x 'nAAI ar?inu unav ~~~rvc~~ ~ nnnrrn
3 ~ i~ i ~--Y' ~ f i 14+, MLW WMZJ GJ E HDLI;:)ncU uairvu irur'ln i IUTAL ar.lvun mnrxn cCnC Linn i G,u 'UN I KUL & 5 i UKMWA I tH
,1 ~ i i ON ZEEKS ISLAND. NORMAL LOW WATER LEVEL AT PROJECT SITE VARIES FEDERAL TO EXISTENCE OF US ARMY CORPS OF ENGINEERS ROCK STRUCTURE.
~ ~ I i ~ ( IN FEET } 15. LIMIT OF DISTURBANCE (L.O.D.) IS ALONG SILT FENCE LINE EXCEPT SHEET NUMBER:
~ . _3~ 1 inch = 30 ft. $ WHERE INDICATED ELSEWHERE
~ 16. DISTURBED AREA = 2.27 ACRES v
OF

STEEL POST
1MRE FENCE CONSTRllC1lON SEQUENCE:
1. REQUEST PRE-CONSTRUCTION CONFERENCE WITH. NCDENR EROSION INSPECTOR.
' ~V ° X ~p FILTER MEDIA EX ON 2. INSTALL GRAVEL CONSTRUC110N ENTRANCE AND PERIMETER SILT FENCE.
GTF 100E OR APPROVED EQUAL 3. BEGIN CLEARING AND GRAD~IG OPERATIONS TO CONSTRUCT STORM WATER ~
MIN. 12-1/2 GA. DEVICE, SEGMENT TRAPS, ANO SWALES. ~ ~
INTERMEDIATE NOTE: USE STORMWATER DEVICE EXCAVATIONS AS SEDIMENT BASINS DIMING ~ GRADING OPERATIONS.
WIRES ~ ~
o " z ao ~ 12 MADE 12» MADE STEEL REINFORCED CONC.. CURB 4. COMMENCE GRADING OPERATIONS FOR PARKING, 1RAPS AND SWALESI ~ 5. STABILIZE All DISTURBED AREAS ASS AS RNAL GRADES ARE ESTABLISHED.
W a ~
A ~ ~ ~ fi. ONCE IMPERVIOUS SURFACES (PAVEMENT, NGS) ARE COMPLETE, ALL ACCUMULATED SEDIMENT SHALL BE REMOVED FROM DETENTION DEVICES. o
i°- R THE DETENTION DEVICES SHALL THEN BE REWORKED AS NECESSARY TO ACFAEVE
0,~ ® ~ 3,000 PSI CONCRETE SIDEWALK, THE INVERTS, TES, AND DIMENSIONS, AS REQUIRED BY THESE DOCUMENTS.
~ d t 5 -0 STEEL POST « BACKFiIL & COMPACT BROOM FINISH, SLOPE 1 4 /FAT 1HE DETENTION DEVICES WILL BEAN THEIR PERMANENT PURPOSE OF 1REAliNG ~ z IN DIRECTION OF DRAIN GE 1" RADIUS RUNOFF FROM THE IMPERVIOUS SURFACES. THIS SHALL BE A REQUIREMENT OF
$ " AF R ro z U 8 TRENCH TE ~
PLACING FABRIC ~ 6X6 X WI.4 X WI.4 W.W.F. THE CONTRACTOR $EFORE HE DEMOBILIZES THE SIZE. o B -.---.a PAYEMEI•!T 1. REMOVE TEMPORARY CaVTROL DEVISES {SILT FENCE, ETC,) ONCE PERMANENT. w u~ °
M FROM TI A ~ STN P AT I XIT T R OV U v A . ~ ~ Q ~-..a =.-~--e,e Q x VEGETATIVE COVER IS ESTABLISHED. Z ~ ~ ~ ~ ~ c
ON PLAN AS -SF--- SF--SF--- ~ ~ ~ 134.ff.~ INDICATED I _ E
1. STONE SHALL BE WASHED STONE (fi" THICK) - ~ ~ ~ ~ . ~ ~ i - ~ GRADING NOTES: z ~ ~ ~
2. THE ENTRANCE SHALL BE WIAINTAINED TO PREVENT TRACKING OR 9. WIRE FENCE SHALL BE A MIN. OF 32" IN tMDTH AND SHALL ' R ~ ~ ~ I ~ ~ awl (I~ i iI I Ij I~ , 1. INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING AND GRADING 4~ ~ a ~ ~ ~ ~
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY HAVE A MIN. SIX LINE WIRES MATH 12 STAY SPACING. OPERATIONS. ~ ~ N N c
REQUIRE PERIODIC TOP ORIrSSiNG WITH ADDITIONAL STONE AND REPAIR R FABRIC SHALL MEET OR EXCEED 150 IBS. GRAB - } ~ a 2, CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION 0 ~ ~ ~ ~ ~
AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMEN . ASTM-D-1682 180 PSI. BURST ASTM-D-2263 ~ TENSILE ( { ) '~--SEGMENAT~ \'~--SEGMENATAL COMPACTED » ; ~ BEYOND GRADING LIMITS. ~ ~ ~ c o a a a~ E ~
3.) WHEN NECESSARY WHEELS SHAI.I BE CLEANED TO REMOVE SEDIMENT. AND 70 ON COE E.O.S. TEST. BLOCK WA PRIOR TO ENTRANCE ONTO !PUBLIC RIGHT-OF-WAY. WASHING SHALL BE L PAST SHALL BE 5 -O IN HEIGHT AND BE OF THE BLOCK WALL SUBGRADE $ 8 3. STRIP TOPSOIL TO FULL AREAS TO BE (FADED aN0 STOCKPILE OR REMOVE m z a ' rn ~ fROM .SITE. ~ v c 3 is
3.) STEE GONE ON AN AREA. STABLIZED WITH CRUSHED STONE WHICH DRAINS SIWk.F-FASTENER TYPE.
INTO AN APPROVED SEDIMENT CONTROLLING STRUCTURE, USE SAND 4. COMPACT ALL FlLL AREAS TO 95~ OF MAXIMUM DENSITY. ~ ~ W
DS OR OTHER APPROVED METHODS TO PREVENT 4.} STEEL POSTS FOR SILT FENCE SHALL. BE ~ WIQER THAN BAGS, GRAVEL, BOAR 5. ALT. BANKS AND 5WALE SIDE SLOPES St9AL1- BE GRADED WITH NO GREATER THAN 3:1 SLOPES, EXCEPT 2:1 SLOPES IN 'ME FOREBAY OF POND. Z
SEDIMENT FROM ENTERING ANY STORM DRAIN, DITCH, OR WATER-COURSE. Q, PA ART O,C. 1M1N WIRE BACKING.
M NT SPILLED DROPPED WASHED OR TRACKED ONTO 5.) CONTRACTOR TO FlELD LOCATE AS NECESSARY TO CONTROL 4.) Ali. SEDi E , fi. PROPOSED SPOT ELEVATIONS ARE 5H0 AT FINISHED GRADE, Q
PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. SURFACE EROSION. 7. OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED
A ~ N E D D 0 WN SI D E WA D F TA I L GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN. ~ ~ W W
SCALE; N.T.S. SCALE: N.T.S. SCALE: N.T.S. N.T.S. 1. ANY GRADING 9EYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A ~ Z
VfOLATION ANO IS SUBJECT TO A FlNE. ~ O
WIRE FENCE AND POST (4 REa'D.) , . - - - 2. STABILIZATION IS THE BEST FORM OF ER0510N CONIROL. TEMPORARY SEEDING ~ ~ ~ I
s FLTER FABRIC ~ CROWN OF TREE IS NEEDED FOR LEAF ~ ~ ~ IS NECESSARY TO ACHIEVE EROSION Ci~ITROL ON LARGE DENUDED AREAS AND £SPEGALLY WHEN SPECIFlCALLY REQUIRED AS PART OF THE CONSTRUC110N
r ~ ~ GROWTH TO PRODUCE OXYGEN, FILTER SEQUENCE SHOWN ON THE PLAN. ALL GRADING SLOPES MUST BE SEEDED ANO
r THE AIR, REDUCE WIND, SOFTEN NOISE, ~ \ AND PROVIDE BEAt~TIFUL APPEARANCE. MULCHED WITHIN 21 CALENDAR DAYS OF COMPLETION OF GRADING. ALL FLAT
~ ~ DO NOT DISFIGURE CROWN WITH X57 BYLINE AREAS ARE TO BE SEEDED AND MULCHED VATHIN 21 WORKING DAYS.
I 1 INSENSITIVE PRUNING! 1 -O TALL f Q ~ , y 3, ADDITIONAL DEVCES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR,
FINISH GRADE ~ ENgNEER, AND OWNER. 1 }
~ . r'~ I L ~ SUBGRADE I CONC. COLT! 4. iF ACTIVE CONSTRUCIION CEASES IN ANY SLOPED AREA FOR MORE THAN 21 CONC. COLLAR ~ ' ~ ' ~ ~ ~ CALENDAR DAYS OR 21 WORKING DAYS IN FLAT AREAS, ALL DISTURBED AREAS
' \ . , k M r I , ;r r ~ ~ ~ MUST ~ SEEDED, MULCHED, AND TACKED, UNLESS WRITTEN APPROVAL I5
/ ~ ! ~ , ~ : _Z I r I ~ ; GRANTED 8Y THE EROSION CONTROL INSPECTOR.
.'v tp I / STORM DRAIN ~ I DRIPL.INE-~-- i . - u~u i ~ ~ 5. IF AC1)VE CONSIRUC110N CEASES FOR 21 CALENDAR DAYS DURING GRADING ~
~ I r I IMAGINARY LINE ' i i ~ " - ! ~ ~ CATCH BASIN ~ I u Be~fl ' . ~ OPERATIONS ANO WHILE TEMPORARY DIVERSION DITCHES ARE REQUIRED, ALL
1' I DIRECTLY BENEATH ' ' I ii ua moo DISTURBED AREAS, INCLU~NG THE INCHES MUST BE SEEDED, MULCHED, AND TACKED, _
f TREE, EXTENDING r;', r- a I { i ` 0 S ~ I OUT OT THE TIPS ~ u s~1~ I UNLESS WRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL INSPECTOR. p ~ ~
i r I F TH OUTERMOST CASTING: I 0 E ~ I~ ~ MAINTEN NCE PLAN• z rn ~
MlN. I t I BRANCHES P~.AN MIN. WEN MIN. WEIGHTS: ~ ~ ~
~ a ?,9 FRAME; ~ GRATE: ' FRAME, 195 LBS ~ ...,.I---- DROP INLET PROVIDE t. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL ~ CHECKED FOR U E'~ GRATE. 160 LBS ~ SOLID COVER STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL r-
i BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS ~ ~ ~ ~
:Ir.TS, r , ~ SCALE I WLL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNEI]. ~ ~ W O ~
- : j ~ 1 I~4 :TI RA BIER 2. SEDIMENT WILL SE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET ~ ~ Q' Z ~ rn
\ / STAKE 3 FEET MINIMUM ~ ~ TOP ELEVATI TOP ELEVATION PROTECTION FENCE WHEN IT BEC~IES ABOUT 0.5 FEET DEEP.
. HEIGHT ABOVE GRADE. ~ La CONC. COLT - ~ SEE NaTE 1. CONC. COLLAR PLAN THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. ~ U ~ U ~
~13l~,I~lR~ RSA 1-0 3. SEDIMENT HALL Bf REMOVED FROM THE ALT SACK AFTER EVERY TWO RAIN ~ ~ ~ W ~
RIPRAP ~ ROOTS STRUCTURAL ROOTS LOCATED ^ r EVENTS. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE ~ U ~ u~
LOCATED . ~ FEEDER ROOTS ARE NEAR BASE OF TRUNK ARE ELEV. VARIES THAN 4 INCHES. REPAIR /REPLACE THE SILT SACK AS NECESSARY TO w ~ > ~ ~ " ' ' ~ • ~ MAINTAIN THE BARRIER. ~ ~ W W N
t~: i AT "DRIPtJN " OF TREE PP RT TO E NEEDED TO GIVE SU 0 r AND PROwoE TREE >r~TN F EVATION IF R MOVED ~ ~ ~ 4. SEDIMENT BASINS SHALL BE CLEANED OUT WHEN THEY ARE HALF Fl1LI.. 0 ~ ~ U ~
ENTIRE TREE, E Q °,~A~ I k MOISTURE AND NUTRIENTS. TREE CAN FAIL AND DA~IA~:;r: 6RICK MASONRY 5. ALL SEEDED AREAS IMLL BE FERTILIZED, RESEEDED AS NECESSARY, ANO ~ -i Z r l
H o _ ~ ~ ~ 6RICK MASO NOTE 1 dt NOTE 3 SEE PROPERTY. OR PREFAB ~ y~~f;~~, ~ ~j OR PREFAB CONC. MULCHED ACCORDING TO SPECIFICATIONS iN THE VEGETATIVE PLAN TO MAINTA~t ~ T3 ~ ~ 4 = ~I I
M ~ ,a.;,.~~. - ~ SEE NOTE 2 ~ NO~?~c: I w A VIGOROUS, DENSE VEGETATIVE COVER. W ~ 0 w ~ C~ ~
~ P ~ 6. CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS Z © N J
1. CLEARLY MARK TIfE TREE TO BE SAVED PRIOR TO CONSTRU%~TO~I t\~~o!.~:LCT A 4» > ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE NRLL BE ~ U p 4 =
VE BARRIER AT THE DRIP LINE. DO NOT COMPACT SOi~ DL~?M~:T<-i TFI~ES. Fl,: SLOPE PROTECT! SOW PERIODICALLY TOP DRESSED WITH 2 INCHES OF ~4 STONE T9 MAINTAIN 6» DEPTH. O Z © Q r ~ a. __._.._u... s
BE ALLOWED TO PARK UNDER TREES. NO HEA.ta" ER# r~I..S ~ TOE SLOPE NO VEHICLE SHALL ~n
SHALL BE STORED BENEATH TREES. RESULTS OF CON#PACT Olv ''f. z~.~ . ~ , ' t. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES Q .Er
STORM DRAIN ` E OUTLET PROTECTION SCHEDULE AND AIR NOT TO REACH THE ROOTS AND THE TREE ~L.L DIE. MATH FELD CONSTRUCTION CONDITIONS. N >V
THESE "FEEDING ROOTS" OCCUR WELL AWAY FROM THE BASE OF VELOCITY PIPE APRON DIMENSIONS RIP RAP STONE GE OF THE OVERHEAD BRANCH CANOPY. DAMAGENG THE TREE TO THE ED
AT OUTLET OUTLET D WIDTH A WIDTH W LENGTH La DEPTH TYPE SIZE,' d50 3000 PSI Ct V10 ( ) THE BARK WiTM LAWNMOWERS, CoNSTRUCTIOtd EQUIPMENT, OR ANYT'ri1NU ELSE 3000 PSI CONCRETE ~ SECTION 2. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH ANY BORROW ~ ~ i
" « " « « « IS PROHIBITED. THE PROTECTIVf BARRIER SHOULD PREVENT DAMAGE FROM TOP FLUSH W/GRADE MATERIAL REQUIRED FROM SOURCES OFF THE SITE AT NO ADDIIIONAL COST TO THE OWNER. ALL BORROWED MATERIAL MUST COME FROM ~ ~ 6
FOREBAY 2.8 1$ RCP 2 -0 4 -6 6 -0 12 CLASS A 3 UCTION. OCCURRING DURING CONSTR A LEGALLY OPERATED MINE OR OTHER SOURCE APPROVED BY THE STALE. ;y
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE TRUNK. 3, CLEARED, GRUBBED, STRIPPED, OR EXCAVATED SPOIL SHALL BE ~ Q I
VARIES -SEE PLAN REMOVAL OF THESE ROOTS ALONG ONE SIDE IS OFTEN DONE BECAUSE OF A WALK, VARIES -SEE PLAN ~ ~ ~ 4 PAVING OR BUILDING WHICH iS BEING CONSTRUCTED. _ ~~~~'a~;yay,,,, ~ . REMOVED FROM THE SITE OR USED IN LANDSCAPED ISLANDS. ~ ~
THESE ARE ESSENTIAL iN SUPPORTING THE TREE AND HOLDING iT UPRIGHT IN NIGH WINDS. DEPTH AS SPECIFlED ,~I;w,DING SPECIFICATIONS:
. - 3. AVOID CUT AND FlLL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION. LIME: APPLY 100 POUNDS PER 9,000 SQUARE FEET ~ ~ Q
FILTER CLOTH ~ ' FERTILIZER: APPLY 20 POUNDS 8-8-~8 PER 1,000 SQUARE FEET Z
SEED NON-NGDOT RIGHT OF WAY : PER ACRE V ~ O
~ A TC H BASIN DETAIL NOVEMBER--MARCH BERMUDA {UNHL,LLED) 20 LBS. ~ ~ ~ I lil • ~I III III
FILTER CLOTH SCALE: N,T.S. SCALE: N.T.S. 50 LB5. NANIER RYE (GRAIN) Q Q U
I SECTION ,~ECTlON MARCH-NOVEMBER BERMUD ~HULLEO) 30 LBS. ~ Z ~
8 80 LBS. FESCUE ~ ~ U= IY
UT T CH OUTL T TO F AT AR NT sECTION MULCH: APPLY 1-I/2 TONS/ACRE WIfEAT STRAW {OR APPROVED EQUAL) ~ U Z U Z
PAVEMENT SECTION PAVE~iE El. 2.6' EL. 1.3' --EL. 2.6' ON ALL SEEDED AREAS. TACK: ALL SLOPES WITH STRAW MULCH EXCEEDING 3:1 T'O HAVE Q W O;
LOPE PER P1AN SLAPE PER PLAN S
SCALE; N.T.S. p ~ ; i i.- ~ I ~I I ~ 11, i VALES r~,;~ » ASPHALT TACK APPLIED AT THE RATE OF 225 GALLONS/ACRE. ? w 15 RCP ~ ~..„~O= ' ___I
5 .I I I~ I t=1 I t, I i VAR~S=:1 I f;,:
0.5' , IN FROM IN FROMF - _ - - ~ ~ 15' ~ EL. 0.8 AC AFTER SOIL PREPARATION ANO SEEDING, INSTALL JUTE MATTING. W ~ ~ 4 Q; _ ~
CONSTRU WETLAND I CONSTRUCTED I 1.3 OR EQUAL ON ALL DISIURBED AREAS. 7 L. ` I WETLAND ~ Q 0 ~ W ~
~ I ~ MAINTAIN. SEEDED AREAS UNTIL MINIMUM GROWTH IS ESTABLISHED _ _ _ L 26' EL. 2.6' AND/OR FOR CONTRACT LIME.. ~ ~ J V. Z ~
v t ~ ~ .Y».IW.
IXiOP ST~MWATER - STORMWATER I f i I i= ~ PIPE INLET PIPE i scu
--I i ll.;-; ; ~ ,
, i ~5 WASHED STON -:III- ~ i ,
, REhIOVE ANY EkLSt. PAVEYENt, (AiNVEI OR OTHER IMPERVIOUS MATERIAL. FROM LINaER PROPOSED LANl3SCAPE A~E~ I LEVEL SPRFJ LEVEL SPREADER B ,,~~~,q~ ~`~r~'"~. I 15'
`~IiI-. "I•:II(=_- ~II~ 1~1-ff1-1I3-1I1=iI1=1Ii ~~III=3f1-?Ii ~ iI 1t II ~-(I~ ~ ~ i a
t E I Iii i 1'r -I l L-I 1 !-~I L 1.-1 I i~~:,l I hI l I- i ~I i I~I i i~~.l ~ I- ---I I -~-I 11-
I I 1==1 E ~I (!~I I ! ~-f I 1=1 I i~I I I-;1 I i;=1 f I~! I I~;i I I„ ; SCALE: N.T.S. LEVEL SPREADER PLAN ~
FlLTER FABRIC 4.O 6» 2' s» _
~ RIP RAR S'~ONE " ` : ~_rf; ..........i~ F_- 15» RCP R Ir G~t~A`
- - 21 " MCI. ~ CLASS B 5 TO i 5 EXIST. GRADE OR i - ! RANGE NC DOT SLOPE AS PER PLAN
~ 3A 15" RCP DESIGN ,S OVERFlE~. 6 FOR GRA AS PER fi SS ( 15» RCP ~ iRf 3.0 E3~ 81V. 1.3' '~rteuli ~aii,o~,1~.®~ ~ _ El. 2.6' ELF 2.8
- ~ ~ TOP SETTLEMENT SEEDING SPECIFlCATION ' I IN FRt)M i /,v ~5 CONT.
~ # N THIS SHEET i ~ IN { ,-._-1 ~ • _ WEIR WIDTH: 9O _T_.~ _1- OYES - ~ ~ ~ _ ? 2.0 ~ COI CONSTRUCTED ~5 f~v , v 2.0 ; ` ~ / _ o~ sr:~ ~ RAW
-I ~ ~--(i - N I i f ; ! - - - F i ~1 !i_..: ~-~57 WASHED STO E D ~ RCP INV. 1.3' ` W_„_~~ ~ ~ CONT. EL. 1.3' ~ ~ ~ v~~!/. M ~ EL, 13' rw~wra ®Y; HWL
. -I I ~ 3 ~ 4 THICK MIN. II I~. 3 v ~ - ~ % W PERMAME T ~ I m ~ cuter MTA
- 15 G OTEXTILE UNDERL#N£R t.O-~- DIFFUSED F'LO~i x ! ; i ' ' . ~ ~ r- 50' LONG VEGETATIVE FILTER ! -r- A INV. 0.8' ~ ~ 1.0 N C~ INV. 0.8' a scac¢: NOTED j
'20 SIDE SECTIQN (GRASS SOD, CENTIPEDE) fFiKUUGH _
:LEVEL SPREADER SLOPE MAX. BUFFER V) , ,-i _ i . RGENCY-J/ II €I {iij- r ~ i-~1-.5 0 12R O.C. 0 #5 0 12 A.C. 11= #5 0 12R O.C. DATE: 4-15-09
SEE LEVEL SPREADER 0 =1 I ' BY-PASS 6' DETAIL 5 #5 0 12' O-C. " 3,000 PSI CONC. 31000 PSI CONC. #5 0 12R O.C. Ew. GRA NQ,
- - BELOW SETTLED • `-Gt~iPACCTED SUB* WE COMPACTED SUBWADE
TOP OF DAM ~5 e #5 0 12 O.C. E.W. EROSION NTROl., &
NATURAL FILTER-/ 3 MIN. t:f SIDE SLOPE MAX. 3'-4" GROUND FABRIC S ECTI D N A- a T_- g ToMwA DETAILS
-n SHEET N ER:
SEDIMENT.QASIN DETAI_ VEGETATIVE FILTER DETAIL LEVEL P A R TAI CPS SCALE; N.T.S.
SCALE: N.T.S. SCALE: N T.S. ~ a

RA~p STRUCTURE: C
VERTICAL CURVE SECTION EPTH .PTH +10' 6"~W SEH STONEORCED CONCRETE SLAB NQTES~.
Radius = 104 CONCRETE APRON 7.5 D +10'
___-..___-~___~-_~_---___.a-___-__.._.-_._...---__ ._---_-_-_-_.___F.__.-_-____._..__...--_. 1 +10' _ CONCRETE RAMP 7.5 DEPTH TOP OF RAMP=EL. 5.7 ~ BOTTOM OF RAMP ,,7 12 CLASS A RIP RAP 1. TOPOGRAPHY SURVEY PROVIDED BY R06ERT H. GOSLEE & ASSOCIATES, PA RAMP GRADE = 14~ 2, HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN & BRYANT ASSOCIATES
APPROX. EXIST. ' { EL. -4.0'~MLW NO. 57 WASH STONE FILL APRON GRADE = 2.0%
GRADE VARIES (EL_-6.5 NAVDB$ 6 , DEPTH__________._________ . - +5 ' ~ +5' ON MAY 29, 2008 AND REPRESENT CONDITIONS AT THAT TIME.
- DREDGE CUT LINE ' +5 CLEAN RIP RAP FILL M1N. 1.0 y~V/v ,,l v`~V ~j' ,yy~ 3. HORI20NTAL DATUM: NORTH CAROLINA STATE PLANE NAD83 z ~
TO EL-4.0 MLW MHW EL. +1.5 NAVD88 v _ _ ~ _ ; ~~;~>'!;~y~,` ~ v y~ y.A- ~ ~ ~,A~i - ,~v'{ PROX. FINISH _ _ _ _ _ - - - v = / , . , -1 (-6.5 NAVD88) - ~l\ ~~\,'J 4. VERTICAL DATUM; NORTH AMERICA VERTICAL DATUM 1988 (NAVD8$) ~ ~ _ 0, ~
GRADE AFTER , ~,k - - LOP , ~ ~ / / ~ , 'v v,. DATUM CONVERSIONS
0 SIDE SLOUCHING.... _~T _T~ MLW EL. -2.5 NAVD88 ~ ~~:;,,~~,v~/,%',\;, ~~'v v <-v . ~-r. _ -..-rte - - r., / v A/ MEAN H1CN WATER
-5~ 1.54 ft ~
DR~GE CUT _',ti~ ~ i v\/; I 'I NAVD 1988 z
- - , ~ ~ yr .,,y,:y v. /v/ ~ v,•, ~ . v / •-V\~/~~ / NATURAL SUBGRADE 2.54 ft ~
;.1. _L ~ ~ -10'~------ -1d MEAN LOW WATER ~ e
NATURAL SUBGRADE 36 LF PROPOSED CAST-ON-SITE 78 LF -PROPOSED CAST-IN-PLACE CONCRETE BOAT RAMP ~ SEE NOTE 5
DREDGE AREA CONCRETE PUSH SLAB BOAT RAMP BELOW -1,5 NAVDB$, +1.0 MLW) (ABOVE -1.5 NAVD88, +1.0 MLW}
( 83 LF _ 11 LF 20 LF LENGTH VARIES 5. MLW WAS ESTABLISHED USING NOAA TIDAL BENCH MARK "ZEKE" ~ ~ c LOCATED ON ZEEKS ISLAND. NORMAL LOW WATER LEVEL AT PROJECT. z ~ ~ x
SITE VARIES DUE TO EXISTENCE OF US ARMY CORPS OF ENGINEERS Q w ~ ~ a ~ 4
ROCK STRUCTURE. Z a z~ v a,~ a~?
SCALE VERTICAL CURVE SECTION QZ>~NI* c ~ Lt! 4 d1 ~ t~D
Rodius = 100 ~ ANN C _ o~
C NCRETE ABUTMENT ~ " 0 CONCRETE APRON 7.5 DEPTH EPTH OM~~~~
GRADE _ ~.0~ - +10' - _ _ TOP OF RAMP=EL. 5.7' - -+10' F~ ~ cMM~
+10 - ~ _ - - - - - - - -T_ _ ~ BOTTOM OF RAMP CONCRETE RAMP 7.5" DEPTH a u~O~y ~
! APPROX. EXIST. EL. -4.O MLW APRON GRADE = 2.0~ , FLOATING DOCK W X , - . +5 ' GRADE VARIES (EL. -6.5 NAVD88)
- - - r - , +5 - _ _ - --DREDGE CUT llNE
,v /V/,~i ~y`\~/ /v/,A`v TO EL-4.0 MLW +1.5' NAVD88 _ _ ~ \ ii ~ /~v~ • v \ , ~ y~ MHW E~ v _ - - y/,-~,~ i.vv, ,
APPROX. FlNISH - - - 4~ ~ ~ ~ - ~ / ' - ; ~ (-6.5 NAVD88) - 1 - , , ~ < , , , , r 0 - -
GRADE AFTER Y 0 ~ -S1~E SLOUCHING , p ~ Q i
~
-1-- ----t- -5' p~ ~ W
iSREi~ _ ~ v,' ; ; ~ v~ ~ ~ /v ;v i / ~v v.a ~ NATURAL SUBGRADE I
-4.t~ MLW ~ / ~ , : ;i' \ v ~ / i \ • / - ~ , -6.5 NAVD$8 /,//v`,;~~y w~~' v~~.i, v;w~~~ i~~ ,:w~~ ,v~. / ~ - ~~Z -10 ~ ~ 2
-10 _ _ _ NATURAL SUBGRADE
DREDGE AREA GCad
83 LF 11 LF 20 LF LENGTH VARIES C~FH
SCALE: t" = 10'-0"
~ P - TOP OF WALL EL. ~ +10'
+14'- _ . _ _ _ _ - . _ STIC SURFACE ~ T TIMBER FIXED DOCK APPROX. EXI5T. MOUNT REFLECTORS# -TOP OF WALL FIXED DOCK SL(?PE = 15:1 TOP OF RAMP EL. 5.7' 5J'
_ ~ , d GRADE VARIES 1 +5
. - +5' I -DREDGE CUT LINE . ~ I~ ~ I i ~ i i i ~ ~ ~ r ~ \ / , v ~ ~1/
TO EL-4.O MLW NAW88 ~ .v v :v ~ i;' ~ v MHW ELF +1.5 _ _ _ ~ _ \ , . / ~ , ,,~,j a
APPROX. FINISH- s ._._._._.s._ - ~ , '~~v';`;~ ,-~',~'v v v/~,~,~ y; A • _ ~ „ , , GRADE AFTER _ _ - ~ \ - 0 N.T,S o
o CHING ~ ~ ~ ~ ~ v,~ , v,~- ~ ~ , v v/, . y y v ~ SIDE SLOU t.- ~ -..T~•- ~ ~ MLW. ~~2 ~N $ _ ~ . ~ ~ ~ ~ v v ~ 4 - v A` , c',,*'r'cr~-r._.-...~;C` T y~~,. A•v~ A' `.A .'c.. A I~ ~ \C_:.VL ~:AiA V~~
~ . 7. ~A'.`A A V V ~ ~ 'A ~ ~ ~ ~y v,v~,`v~ ,v ,V ~ v~~y_~`v ,~y~vti ~ v~ ~ k/ 4\ v `vy'i_;~:~' UMBER PlLE_t;~TYP.~-- -5' h-- t~ ~ Z ~ -5' ~ cA U tV
ii J ~ •Z
- - , v, i r /'v ~ ` y ~ V ` / v.v , vi ~v Vij, jAA;~ ~,A/i.A/; VJNYL SHEET PILE WALL ~ -4.D-MLW ;i ~`y~~i ~ ~/vj~v v ~/~//~V ~VA~, ~A V~ ~ AI .I~ ~ V~, _ ~~/~/~/~A :,A ~V//A~ ~ , ~~y / \
, ' (-6.5 NAVD88) ~~''/-:r,.~ ~ v, v / ~V~, v v.~'% % v ~ v ~ \ \ \ \ v ~ ~ ~~i v v v\- A-~-N;~~~'---- -10 ~ -10' a ° ~ ~ ~
W r
NATURAL SUBGRADE .,v , A • ~ • , • , ~ ~ v / - \ -
DREDGE AREA , , ~ \ ~ \ , ~ ~.\l - ~ - _ _ __----------------------I- -15 . - \ ~ - • , , / Z CUT IN VINYL SHEET P{LENG i -15' \ ~ ~ Z o ~ N'C W r-
-15'' i v i I ~~%%;y; ,~;vV%!v%`\ ~i ;'w%\v~~`~V`~ / SPACED EVERY 2' O.C. TO MLW .A\wA y~~/i~/.~~,~V~\w/;/,~ ~ ~ ~ U I
FOR BASIN FLUSHING - -20' -20' a0 O U ~ ~
-20 -1---------...
LENGTH VARIES * 36" SURFACE MOUNT HINGED REFLECTORS (HIGHWAY DEUNATOR), UNATOR), ~ W W N ~
YELLOW COLOR WITH REFLECTIVE SHEETING UI
©~0 JZ~
\ (l} q I `C7 ~
SCALE: 1" = 10'-0" PHASE 2 PHASE 1 MIRROR IMAGE) t Q: ' - 4 W C7
W ~ W~ _ o z Q J
~ U.? orN.,4=
EL. +5.6 O Z Q t~ t1.
EL. +5.6
6 ~ ll? o ~
g' 16 CLEARANCE - 6 16 CLEARANCE
~ FLOATING DOCK EL. VARIES N ~
t EL. VARIES 17' WIDE CAST-ON-SITE CONC.
----e PUSH SLAB THIS LOCATION
- EL. VARIES CAST-IN-PLACE CONC. { , /
FURTHER UP RAMP) (TYP.} ; ~ Cj
WATER LINE 7 STONE - 6" DEEP ; ' ~ ~ ~ ' f ~ _ _ ) #6 it ~
~ RAMP 1 ~ " ~ I 1 CLASS ARID-RAP - 12 DEEP I.. SEE C601 i~l , N ~ Q
I - - d
~ Ij! - r~.~ ;I t ! J ~p O L w ~
I ~ ~ ~ 1 ~ a Z Q I C V L
~ ngii~I~3.11-i1~ ~ ~i~~~~iniP ~,,r-... d d v
„ -NC D.O.T. NC D.O.T. ! ~ ~ 1 RIPRAP N N
17 CONC. SLAB _ 17 CONC. SLAB CLASS CLASS 1 RIPRAP -EXTEND TO (U ~ z ~
-EXTEND TO BULKHEAD OC cu ~ © ~
BULKHEAD (U ~ ZUz
d °aW~
SCALE: 1/4" = 1'-0" ~ >w
~ J°=
U~~~°~Q~
0 U®~~
a~.Z~O°~z°
SEAI.
~q,
PERU'/ ORNGS
FOR REV~~t~
ti ~R,,
~ se.
C0N5'TRU~TI0N
ESIGNEU BY: RAw
DRAN1d 8Y: HiNL
QUALITY CONTROL: MTA
SCALE: NOTED
FILE NUMBER: 5$18
BOAT LAUNCH
DETAILS
FEDERAL POINT
SHEET NUMBER:
C6 Of

~-PROPOSED REINFORCED SEGMENTAL BLOCK WALL I
-afli„ ' ~ " ~ R BULKHEAD ~ JLKHEAD -PROPOSED STEPS / ' PROPOSED ASPHALT PARKINGfDRIVE AISLE t
1 ' " , k, , .ti~ ~'a EXIST. T1MBE u - , ~ k (OBER Y t 1 ~ - i - 1 / i i i I! J _ . - PROPOSEQ SIDEWALK _ - - - . ( ~ ~ ` ~
,p,, _ . - t - ' - _ . _
M y - k , ~ r~ I _ . - ~ ~ ' 1. _ ~ ii I PROPOSED RAMP + ~ ~ I, ~ ~ I --E . ~ r,r- ! , . I ~ i - ,1___~_: r-- ~ I
~ _ ~ _ _ _ e ~ j I ~ ! ~t_Ir~,.~ a, ~ I .1~ ! ~ E.~.i~.I{.I ILI.h. . ~ i I : E I 1 ~~..~r L . w ` ~i ~ ! I , Z
~ p , ' ~ ~ ~ 1 ' ,~V - i ~ t l I t ( 1 1 I
M 1 I i ~ I rl~ ~ ~{I~__,,!,__~ I ;I~~~~ iil r si ~l~.-, s_~~ Iii ~}I ~~~>-'~i.~~ ~ I ~ i ~ I
v _ s' 1 f~ R ~---i I ~ t 1 L.. { _.1. 1 .......t. I _ } 1 ~ ~ I, ~ ~ , L. , ~ { e' I 1 ! LL ,.i 1 1 ~.a-~ ~ ~ I I i ~ f ,a j_ ~ _ _ ~ - ~ ~ ~ } ~ I , i ~ I I i III - ( ~ { 1 _7L - - - i I
I~ I _ 1 I,t~ II I t , - - _ c _ I ~ m is _.4't ~I~ I~~i_i ~ Ii~~ I~I _ A~ - _ _ ~ I l ~ ~ 1
' ~.L: _ y t ~ e ~ ~ ~ i.. , . to ..j ~ I i . _ v - l r 1 1 f i , { ~ a, s-=, 1 ' _ } ~~TO BE~R D~ ~ ~ I ~ 1 I ' I I ~ III I ~ t I . ~
s_ 1 4 I , i I I ~ ~ ~ ~ ~ 1 ~ ~ ~ IJ ~ ~ ~ ~ ~ I ! i
~ ;E - - ~ ! ' w I {.t _..1 ~ ~ , C„ u. . u. J ~ ~
. + _ Q c~ t- i, _ \
_ ~ _ ' ~ ~ _ „ - - ~ - _ EktST. GRADE - _ _ _
. , ~ ~ ~ I -5 $ s. , _ , 5 _ _ . _ a E
- . + n . , , ,
_ ,'a`° C7~4 SECTION
(~7 i~,~. _ ~ n.. .RY~ J'.4, kl~ d . C?OC N.T.S. z ~ v ~ cn ~ ¢Z a~Nr-,,,,
~ ~ ~l ~ ~i , r e_ ~ ~a y n ~w~t a~rn~ -CONSTR~CTEa ~ ~ ~ N
~ . y, t ~ . n ; , r. ~ ~ , ' " ` -REINFQRCED SEGMENT.: `ED SEGMENT.ACn PROPOSED GRADE BEYOND} WETLANDS ~ ~ w ®r: ti
y ~ , QR~Dt~~ ' M ~ ~ ~ _ 1~ BLOCK WALL FOR ST~3RMWATER ~ r nn ~ ~ 'ALL r.. PROPOSED ASPHALT r Ct ~ ~ m c~
° _ PRJPuSED GRADE ~ ~~R~A~~~Q~C t ~UUTF~ ~ WALK _ ~ ~f ~ ~ - ~ f. ~ k, ` .GONC.f 51DE RAMP TO KAYAK/~-, 'PARKING/DRIVE AISLE SEGMENTAL REINFORCED BLOCK >NALL TREATMENT ~ ~ ~ ~ ~ ~ DEWALK CANOE LAUNCH AREA', r ~ EXIST, POST & , w z a ~ ~
. _ I~ i A.~vC~ , ~ - ~ EXIST GRADE-, t~ ~ APRON T' ° a ~ _ ~ - . w,, ' TO , Iti~ ,ONC. _ x 'RON BEYOND} _ APPROX. EXIST. GRADE _ ~ ~ t E. FENCE
_ ~ ~ T x _ I ~ • ~ , F .,w° _4 - _ _a_t_. w w
~ _ _ _ ~C T i . , .J w , ^u ~ tlli ~ ` ~,e: ~ .y.~ .-kPA 'ot - 111 ..'L . . , _ ,w ~ \._r
e'- ' 1 `i 0 .'i> - ' _ v T: ~ , 3 h~HW -~Z. - _ ~ a _ ry a ~ - BADE EXIS !
' _ ~ - ; : ; ~ tXIS RAGE _ t T STEPS. TO KAYAK/ ~~`i
Q f ~ ~ = ~ , . w. ~ a~:. VINYL SHEET EXILE SEGMENTAL -BLOOD WALL - FflC}T PATH ~ 'Q BEET 1~?LE CANOE LAU-NCH AREA- BEYOND}
~ r . _ BCIRROW SITE . ; ,,i ~ _ : - _ _ _ _ WALL BEYQND} _ ~ _ _ EYOND} f B€YOt~D} . _ . ' . (S _ _ _ t9~
~ • . ~"OR ADDITIONAL _ F _ _ 3 i yo i
' t-ILL MATERIAL 0705 SECTION
_ r,.ffy.~ p@ Y N.T.S.
_ ~ l
~ „ n APPROX. EXIST. NORMAL HIGH ~iraTERLINE--~-j PROPOSED NORMAL t~~IGH WATERLINE IBC r~
- --12" WIDE STEEL REINF. ~ F" I'"` 12" - 24" STONES FROM EXIS fi
ROCK REVETMENT (ON SITE} "I`u: ;~E'~'~~~, ~ ~ CONC~ CAP/CURB
RELOCATED FOR WALL PROTEC~rz=~~~ ~ ; EXIST. GRADE
x1 ~ . FILL ALL GAPS Wi #57 STONE. _ ~ z SIDEWALK {EL. +fi'}
; ~ • - ~ ~ ~ ~ WARNING POST (TYP.) 2' Et Z; ~ ; PROVIDE UNIFORM SLOPE ~ , _ . _ 1 EXPOSED ~ f>" _O'~JF~B
- SEE G x' r ~ : ~ ~ ~ - r~ 2 LAYER fl q¢~ 7 ARM,OR STONE CONC APRON . 2 LAYtR~ ~i; ADEt~U:ATE BASE _ - _ - ,
k N. ^ g' y. ..k r 2"3 k ~ d ~ ~~r~_ : s: t .rj^ , : ~,1F F ~ ~`~,+a ~ll~o... MiN 100 TO 2D 3 BS PER PIECE. Wi _ - r i r ~ 5' ' w _ . 50ir MIN, ~~VER .50 LBS PER PIECE 1' MiN L. + HIGH MARSH {SPAN` `JA PATENS) t I E: ~ : -
r D _ _ r ' _ _
' h'. ' , V: `J` ~ z~ -amp t a~ ~ {,yi.~° k,. rTi~`' y~ AY -y ~I GORE ~Tk?F~ , _ . _ _ ~ W/ 5G ,CORE STCC~r 1 C~ LBS. TO 34 LBS LOW MARSH ~ ~ , ~ ~ i ~ ~ : I. w SPARTINA RN..tJRA) W/ SGT MiN OVER 20 LBS PER PIECE ' ` , ~ _ ' ' - j
M ~.c 3 . _ ~ ~ ~ -'=ice 4 ~ I< TGP {~F SILL ' ~;i
r. ~ ; ar ' ~ ~ ; < ~ ~a ' ~ ~ EL +7.2 NAVD88 1 ~ A ~ ~ > ~ 2.S Gt=aTXTILE FABRIC ~SOiI. REINF.
- w u , t ~I _ ``1, , ~ ~ '~1.'"~~~ i ? _ ~3 t-~~- . t' y ~ M W ~ ~ / r 4r... rt - H _ ~ - _ ; , { - > i I ~ I a 1 APPRt~X ~/1NYL SHEET ~ ~ _ , , ~ -.m.. ' EM . I I _ _
~ _ _ G . . F..... - - 4' MIN. F-` : ~ -;;-~~-'I _ ~'~~~EPTH tip ~I~~YaN~~ ~
" , T . - 0~ ~Nr!":~a ~ y =~ns Y ,rte i . ~ _ -,.I. y, ..G 4 Ts. S ~ i'i ~ ~ ~ _ _.~.-~--~I , ~ r~XtST. GRADE
~1 r.~ ~ ) p~ _ --n--•------ _ _ . _ EI~ti~~uI~CED SEGP,~ENTA~ I- ~ ~ u~
' ~ ~ . y~ ` ~~rr~ ? A ' , n_ _ ti-,. , L. . ~ 'i { _ _ SOCK WALL ~u
~ '4 ~ . Ft 2 ; ~ h~~S"~ '~tY ~~a~.,. ~ ~ i » y'am' - y 4 ~ . p a. i~"..i•` ~ F J~( /?t~4 ~y 9.4. F,. 2~R'~~k aF 'ri"'d" ~ tl. W ~
7 ! i .r,:, d °6 6 i a w - 5 ~ _ ~ 8,1 : r v a + ` I ~ f r a. _ _ a - ~ , :r;~T~"`~`~'#_ ~a.H~C~Ib f,~`f=;i, J, ' - _ _ _ _ _,;.r . , n. ~ G_.. r y i- roc ~ _ _ _ _ _ - ~C ~ r- ~ _ _
~ fix; ~x ~ 1~ , A ~ sJL1GN~ ~7tt.)I~E~. _ JL/IN~ ~7it11v~ ' ~ ~ -P CJ (53
~ s. ~ s , : t ~r _ TO E~~R ;r3;rOE, 35' 1;~ ~ ~ r~ ti cn 15 NOTE: .~l~l:. MATERIAL FROM EX#.~TING w r._ 1 ~ . _ _ . ROCi< REVETMENT SHOULD BE ~ ~ 1
_ ~ 4 l ~ ~ r r ' ~ E,~~ .IaLG V~ DTI y v_ ~ _ r. , . , . ` m E~~AI-.UATi~D FORGUITABILITY ~ ~
~y V [ f •P V'' (a ~;t(( 1-~ 4 , l~ r ,.s. ~.~t~, 'ice ~''•~L. ~'~#DT1,! t~-~ i ~~~a ~~R~ s~ _ . _ ~IDr"...__ ~ 7~ ~ ~ Csr - IN BOCK: SILL CaI~dSTRe!!~,i(~N. t~ i~
f ~-~i.~ NA-~~~~1 LI~'~L~,~c s ~ ~ ~ ti - ,~rx ~ ' ;
,e~' ~7f . . I.,- ~ ~~7~~ ~~~.IVIC~C S~QR~..LINE~~ E~TICN EN4~ARCEENT ~ ~ ~ ~
, ~ r~... : v I;n ~ sn ~ ~ cu t~~.~..., ~
~PLANI~ E~_I_ .I„~„ ~ ~ P : 1 ~4
RAMP A .t F`~~„°~ .D ~ ~ ~ ~r i . il; ~ ~ ~a . _ y p c~ ~ c.~
T~ BE Fit~LED - ~ -
- ,m.~. wr 0~ aILL „ EL t ~ 2` NAVCSN 1 ' ~ - C3
- _ _ _..~..M..~--~ µ...T.M ~ ~ ; .
F,. x ~ ~ 7 ~ _
- 1
. ~ b - ~ r!.RI~I(,7R 'aiil~ak. t';)#~i; I E{j `z~ ~ Y ~t _ _ _l'~ ~ 1 . ~ ~ EYiS1~. MUDLINC NI I I{5 ~z~ ~~{iEtd 4
- ~ :mm~.~us_.,y„~aeJ:aw.rn,.r~e_+~, ir~n~,mer~~n~~oremiRnrg.~.,.,.,..°,...~.. x _
I
€ ~ n ~ 1 ! l Imo., i V LL A~~ ~ t
~ ~ n ~ ! SCALE: 1 =2~JQ ~RC~°I~C~N DETAIL
N.T.S. ROCK SICw.L~
T FI N LL N ASI ~ ~ _ ,4 ~ r-
I, ~ ! ~
1, FILL MATERIAL WILL CONSIST 4F DREDGED MATERIAL AND STOCKPILED DREDGE MATERIAL FROM APPROVED BORROW' ~ ~
-TIMBER BULKHEAD SITE (NCDQT FERRY DIVISION DISPOSAL AREA}.
TO BE REMOVED PILED ON SITE TO FACILETATE DREDGE MATERIAL TO BE STOCK APE'ROX APPROx. EXIST. ~~a ~ ~ ~
a"1"~~ RYING THROUGH THE USE OF DISKING OR APPROPRIATE' GRADE D GRADE VARIES t°!+~ i~ ` ~ ~
t~ ~ ~ ~ ~ ~ ~ ~ , DRYING EC~UIPMENT TECHNIQUES. i ~ DREDGE CUT LINE i; ~ ~
II ' TO EL. I rl II :.--..FIXED TIMBER w. UNSUITABLE MATERIALS ENCOUNTERED DURING DRtDGiNG CSR _ - a r0 E~;... a~.o MLW ~ ~ ~ z
(-G,5 C r uOCK TO BF EXGAVATIQN OPERATIONS SHALL BE PLAGED IN APPROVED MHW EL _+7. APPROX. rlNl M k ~ r ~r_ GRADE AFTER (-G,5 rdAVD88) i o ~ ~ ~ f DREDGE ~.REA ~ ~ p ~
~I X, 77' I REMOVED OFF-SITE DISPOSAL AREA. UNSUITABLE FILL MATERIALS - ~ DREDGE APPRO..--. r ',~I ~ ! ORGANIC MATERIALS OH, QL AND HIGH SIDE SLOUCHING ~ _ _ ~ - , ~,>-----~--r--~- ~ ~ ~ ~ ( ~ ~ ~ C~ ~
j .BOAT lNGLUDE TQPSOL, ( } LYV EL. -~.5 - _ w rI I ~ PLASTICITY CLAY5 AND SILTS (CH, MH}, _ tI #r r ,RAMP TQ ziw i _5' MAX.~I o~
~ ~ iN iN LIFTS NQT EXCEEDING 5 •;R~.MA FILL MATERIAL SHALL BE PLAGED , 11; lr DREDGE CUT
C7Q3 I1. ~.T~. - C703 AND MOISTURE CONDITIONED INGHES IN LOOSE LIFT THICKNESS
r$ ' QF OPTIMUM MOISTURE ~"~`.Q ML4Y tt ~ r TQ WITHIN THEIR WORKING RANGE --C.S' NAVDB~ A ( } ~a~w , .~3" SCH 8Q UV-RESISTANT ~ j~~~ PVC PIPE Wj TOP CAP ~ ~ t~ ~ ~ -
r CONTENT. THE FILLS SHALL THEN BE COMPACTED TO NATURP NATURAL aUBGRADE `w tI YELLOW REFLECTOR ~ ~ 4 ~ ~ ~ t~ ~ ~
ii ~ - MINIMUM OF 9$ PERCENT QF THE SQ1L STANDARD PROCTOR Ir ~'~~`~~''~~--'-~r.s, 98 MAXIMUM DRY DENSITY. (ASTM D6 ) 2O'
EXIST. UPLAND BOAT . 1 C.~ ~ M ISTURE FOR Tk~E ~ ~ rl u, TYPIGAL WORKING RANGE QF OPTIMUM Q
~ iI f?AMP BASIN - TO BD~T; COASTAL PLAIN SOILS AT THE SITE IS EXPECTED TO BE
rl Pr.. FILLED RAMA. RE r P MUM MQISTU II WITHIN APPRQX, 3 PERCENT OF THE Q T} u ~ ~ CONTENT, i'°=10' - ACCESS CHANNEL C7Q9 REFLECTIVE ~"ARNING CST DETAIL ~ N.T.S. SEAL
x; Ir ~ . SCALE,
~j ;II ~ II,
al Ia di IL ~ C704
I G704 rl II P~~~~~~' DR,~~ING~
`I I
II ;i , ~ ' ,.--EXIST, POCKET NOTES; RE~~1~°
il, 'll ° - WETLAND 1. TOPOGRAPHY SURVEY PROVIDED BY ROBERT H. GOSLEE 8c ASSOCIATES, PA i~3~T ~~F~
it ,1 / ; ~ (TQ BE FILLED} r EXIST. TIMBER UULKHEAD-,;,, ....PROPOSED ASPHALT PARKING /DRIVE AISLE 2, HYDROGRAPHIC SURVEY PERFORMED BY GAHAGAN 8~ BRYANT ASSOCIATES
u EXIST. T1MBER BULKHEAD ,.-SEGMENTAL BLOCK WALL BEYOND (TO DE P,EMOVED} ON MAY 29, 2©08 AND REPRESENT COND111ON5 AT THAT TIME, CONSTRUCTION _ _ 3, HORIZONTAL DATUM: NORTH CAROLINA S~tATE PLANE NAD83
_ _ _
I I 1 I _ - ~ '~~-'~~~•A ~'~l ~ ~~QI~ ~ ~ ~ , ( ~ ! ~ ~ i I 4. VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM 19$8 (NAVD88 i ~ i ~ ~ t ~I~~ I ~ I ~fil 1~~ I,;~ -
_ , r APPROX r - , oESlcNEU a>' RAW ' I ~ ~ ~ 1 I ~~T~ i~EMl~d~ I i ; ~ ~ I I~i- 1 i _.__W... _ DATUM CONVERSIONS _
, rr ' ~ _ __-i I I i i i , 1 , I I t ._J f v ~ .I I ~__._I~ - 1- i 1 1 i _ ~ i 1 1-__ ~ ~ P I 1_ I e_.._ _ ~ I I I 1 ri_...- 1 i f I~_....I ~ f.._ vl i"_I i t k i E ~ I i I 1 l t I I i , I i ~ ..F ~ ~ ~ I t___. ~ , I_~ w I ~ ~ _ -I ~ 1----I I '_-f I I ' - I f I , ~ .r.I r , ~ , ~~I~ , _ . _ _ C?RAWN er HWi_ I ! i ~ f - I~EaN NIGH WATER -
. I I l i I I I~ I I----ill I I I 1 _ ` EXIST. ROCK REVETMEN ~i I L , . } , , I , f ,.T _j- -T " . f h } _ ~ t P t-'1 1 !1 ~I I 1 ---I i-_ _-'1 ~ 1 I -t ~-t"', I R._ II ~ t 1 11~ ~ ) ~ - - i.54 ft QUALITY coN~R~L~ MTA/JRT ~ , .mY. _ _ .
~ ~ ~ ! ~ t I_til I ~ . E I 1 ~ 1 L ~-+-1 i.i.F~a._~.,[.~ 4,l . ~wc ~ TO BE REMOVED ~ I I I fi_ , I ~ - . I r 1 ! 1 ,.r.i_{. d._W i ..I I 4_}--._f1. 7 t____.. { t ~ ~"1 wL _b { '.y vim.-: 1- _ . _ _ ....I._..~ i' t ~ f I ~ 1 ~ f I~ ...-I -'._i i ~ l f ~ ! ~ -t-t I I ~ i I a ; I-_
I ----I I t . , ~ , I l ~ ~ I i ~ i- I I ~ i~---- . . ~ ~ . x'. I ~--1 ! ~ _'----I { i i 1 a~ i tt +,~_.1 . _..~p. _ i~_ ._._I. 1 1 , ~ t t+~ t l _ a.~__ L, ti ~ r 1~.~. ~E,~ _~.~Ili-~.. 4. D ~ f~_..- tI___ I I _.I I i -j~ _ ~-~~---}""-~=fit ,'1 ~ u~ ~ . i ~ r EXIST .GRAVEL-'_.. NAVD 1988 scALE: NOTED ! PARKING i 2.54 ft FILE NUMBER: 581 ~
i =i~=" ~~I ...,_L,...- ~_I_.._--. ..,~.....r__.. __.a , .,_-E r T-;.:* _,i. f i 1 i 1 . 1 ! ~ ~ F- _ .t. .p.a.+-_. ! t . ' f T ~ I I E _ _._1_~~ 1 I l I ~ _ DRIVE AISLE" ~EaN pow WATER ~
_ _ I I 1 --I ~ , -BE~~FiI~L-~V~}I- pp C i _ ~-.I f I r}ii.(NG ! _ _ - I i I C { I- ~ I ~ _..i -I nn nvi IdLV~c?Y i L" A -1~'k-1JI .t. r. ~ I i i 1 ; I 1 _ ! __tsa--c~~4a~.a QArE: 4-7-d9
t ,Y I r - -111-111 - I'T SEE NOTE 5
MtW5 I rCl -1 III -I~+ -I;,_ I I I -1 T DREDGE AND FILL
5. MLW WAS ESTABLISHED USING NOAA TIDAL BENCH MARK " ZEKE" DETAILS
3 - LOCATED ON ZEEKS ISLAND. NORMAL LOW WATER LEVEL AT PROJECT FEDERAL POINT } SITE VARIES DUE TO EXISTENCE OF US ARMY CORPS OF ENGINEER
ROCK STRUCTURE. SHEET NUMBER: C 7
- - A OF
PLAN BASIN FILL AREA. C702 EXISTING BOAT BASIN FILL AREA C703 SECTION - - N.T.S.
SCALE: 1 "=30' -