20070432 Ver 3_DCM Permit_20080618

Permit Class
MODIFICATIO°N/_VIINOR
JUN 1 8 2008
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
i3rrmit
Permit Number
67-07
0- p1f3cL -43
DE:. .%1ATER QUAUTY for
yyETtANDS ,!_ ?MpRMWATERBRANCH X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
Issued to Mason Landing Yacht Club, LLC, 3317 Masonboro Loop Rd., Wilmington, NC 28409
Authorizing development in New Hanover County at adj. to AIWW, 1927 Turner Nurser.. R
Wilmington. , as requested in the permittee's letters dated 5/2/08 and 6/4/08.
including attached drawings (7) 1 and 2 of 2 dated 6/4/08, PCO, PS 1, PS4, PS7, and PS8 dated 4/18/08.
This permit, issued on June 5, 2008 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Boat Ramp
1) Unless specifically altered herein, this minor modification authorizes the boat ramp at the end of the
concrete pier, all as expressly and specifically set forth in the attached workplan drawings. Any
proposal to alter the location or dimensions of the authorized boat slip may require further review and
modification of this permit. Contact a Division representative at [phone] for this determination.
2) The boat ramp shall either be poured at an upland location and pushed into place once hardened, or
poured entirely within a watertight containment structure. Live concrete shall not be allowed to contact
waters of the State or waters that will enter waters of the State.
(See attached sheet for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit shall be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work shall cease when the permit expires on
December 31, 2011
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
RAJ& V k'*?
James H. Gregson, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
Mason Landing Yacht Club, LLC Per,-.lit # 67-97
Page 2 of 2
ADDITIONAL, CONDITIONS
3) Excavation and ground disturbing activities above and below the normal low water line assoctated with
the construction of the boat ramp shall be limited to that absolutely necessary to establish adequate ramp
slope and provide a ramp no greater in size than specified in the attached workplan drawings.
Bulkhead Extension
4) Unless specifically altered herein, this minor modification authorizes the extension of the bulkhead
along the south side of the existing concrete peninsula, all as expressly and specifically set forth in the
attached workplan drawings.
5) The alignment of the authorized bulkhead extension shall adhere to the alignment depicted in the
attached workplan drawings. Any proposal to alter the approved alignment shall require further review
and permit modification.
General
6) This minor modification shall be attached to the original of Permit No. 67-07, which was issued on
5/4/07 and copies of all documents, including all subsequent modifications, shall be readily available on
site when Division personnel inspect the project for compliance.
7) All conditions and stipulations of the active permit remain in force under this minor modification, unless
specifically altered herein.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.
NOTE: In accordance with Condition No. 23 of the Major Modification issued on 1/16/08, this minor
modification does not authorize the construction of a breakwater.
0.20 ^ -,3.wo
2 .80 X X23.73 X 0.15
X 0.09
X ZO X X 4
-1.40 X2.96
19 X -2.77
X -0.10 X -1.60 X X X -3
-325
18 17 X -3.52
16 ° X •3.43
X 0.30 X -2.10 X X33.41
X D.1 X -2.92
X -3.00 X -2
X1o4ao
13/X -3.00
2 °X 2.90 X-1.73 n-0
X -1.29 X X -0.03 X 0.70
X 1.?q X -1.71 X (20.35 X 0.36
X -2.90 X -1.60 X 0.16 X 0.26
nn X -1.87 _ X 0.12 X -0.28
-000 ° X 2.00 X X' 0.49 X •0.31 X 0.32
9 X -2.90 X X12.26 X -0.44 X -0.58
X 0.83 X -0.47 X -0.57 X -0.80
X 0 X X -0.94 X -0.39 X -0.62 X -0.89 %
$ X°-2.90 X -2.77 X _1.21 X •0.66 X -0.68 X -0.9
)(-2 _ _ -3.01 X •0.75
X 0.94 X .99
7 %i
-0.40 X -3.41 X 3 26 X X38.36 X X6
-3.00 X -3.44 X 3. .3.52 X -1.34 X -0.89 -1.09
X -3.53 X -0.97 X X -0.98 X -1.19
X 0 l( _1.24
X •3.93 X -3.60 X X x -1.19 X -1.05 X - 3
.26 X -3.90 X -4.20 X -3.49 x -1.23 X _1.08 / X -1.32 X X -1.44
X -5.66 X -3.25 X X -1.40 X -1.05 X -1 1 X -1.33 X X -11.43
X -3.02 X X -1 X _1.09 X 1y-1.20 X -1.36 X 70
X -0.33 X -2.20 X -5.97 X _2.76 X 1
X 1.37 x X •1.61 X
X -4.20 X -428 ' X -1.31 X -1.8
X 2.57 X 1.23 X -1.50
1.70. _3.84 X -1
X -129 X 1.47 _1.62
X
41X -1.50 X -3.86 X 2.68 X _1.41 X 1 9 X _1.54 )(
-3.70 X -3.71 X -2.95 X -1.4 -1.44 X -1. X 61 X -1.60
X -2.89 i X -1.55 X -2.07
SS' g( -11.59 -2.70 X X -3.84 1 X -2.93 1
X .4 X -1.64 X -1.66 X -2.35
X -3,52 X -1
X -3.04 X -1.64 X -2.8
?F 2 X -2.50 X-4.16 y1.77 _ X -1.76
F?6 1.10 X -4.43 X -X99 3 \ X -1.75 X)(61.73 X`2.07 X .
eO 1 X X43.90 2,' 5 X X -1.85 X _1.75 X X -3
3.17
X2.55 X X -1.78 X -1.910
X
X -4 / X _2.51 X X -1.85 X -2.32 X D
X -2.71 X a. -4/56 X -2.57 X X -2 -4.
?., X -2.19 X -2.77
36
X -2.
X -2.59 X -4.08
X •2.38 -4.50 X -2.62 X -2.52 )( •5 7
X -4.22 X -2.93
• ?\ X -2.3 % X -2.39 •5.35
X 8 X -4.11 X -2.79 X -3.31 X -5.70
\? X -3.23 X x. -4 X -3.17 X X-4 6 X X
X -3.52 X X3.16 X -3.56
cO X -3. 4.04 X -3.91 5.14
?.• tiC X -4.39 X-445 X 5.72
X -6.77 -4 3 `?.\ FA X -4.40 X)( 4.99 X 5.10 X -7.87
X4.44 X -5.29 X 5.81 X •9
64 X -4.87 X -5 9 X -6.53 >
X -5.27 6.01 X -7.70
X•5 .76 X -5.67 X -6.34 X -8.95
New Bulkhead ??. X-5.15 X-6.06 X•699 X-1°•
X -4.80 X •6 6 X -8.02 X
X -5.24 -6.84 X 9.11
X -3.95 X -7.19
X -3.88 X 5.29 X -7.76 X •1 .17
Permitted Bulkhead X-3.80 X 6.83 X6'77 X 24 -11
X •9.79
X 6.50 X 2.94 X -4.13 X -7.53 X _ 0.80
X -0.90 X -3.36 X 4.55 )( -8.08 _
X -0.25
X >( t .12 X -0.40 X -3.41 X 5 6.75 X -8.56 15.65
X•1.23 X 949 X 3.73 X -3.70 X-7.60 X 9.2 8 -13.210 PRELIMINARY
7 X -3.23 X 4.33 X -8.00 X -10'3 X 13 NOT FOR CONSTRUCTION
X-0.17Pro' Bb D[BQam 1 8 X-3.39 X-5 6.18 X-11,63
X Q X -$.53 X-1 81 1
NOTE: THIS IS NOT AN ENGINEERED OR
PL MAIry X •3.47 X 712 X •9.57 -13.71 SURVEY DRAWING. FOR ENVIRONMENTAL
X •0.47(-0.91 X -1.21br FOR c X X3.13 X 7 96 X 10.48 X -13?? PERMITTING ONLY.
X 0.66 i X -1.38 - _A R V„ ca
Legend
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE
Property Line NOTE: See Sheets PCO, PS1, PS4, LOCATION OF, UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE
PS7, and PS8 For Boat Ramp Details. BEEN PROVIDED BY THIRD PARTIES AND ARE FOR GENERAL REFERENCE
P PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE OWNERIAPPLICANT
AND/OR CONTRACTOR TO CONTACT A PROFESSIONAL UTILITY
LOCATING COMPANY.
0 25 50 100
F?-iii
MASON LANDING YACHT CLUB
NEW HANOVER COUNTY
WILMINGTON, NORTH CAROLINA
.... .........
----
??ti
M 4
re f' PRECT
IACATION MAP
Na W rAE
SUBMITTED
FOR PERMIT
on Land
Y/A1C1H/T C4L#Ur *B
e8a S2 NEW 81UQWAD RAN

4 SY NEW BLN.IOIEAD k CAUSEWAY PLAN
b PS4 NEW 6AMOY a BOAT RAW PLAN
8 SS NEW GUUG M10 SECTIONS
7 SS ALT NEW RnXHEAD SEMNS -ATERNAIE
S8 NEW 8uUa FAD k CAUSEWAY SEC7)GNS
9 S8 AT NEW DUUG" d CAUSEWAY SECnONS-•ALTDI ATE
10 PS7 NEW BOAT RAW 8 O4mwy SECwNS
" P58 NEW CAUSCWAY sccnm
tz S9 NEW BWU9:W sECnoNs & ENLARGED PLAN-WEST END

f
PORTION d
CP 3
CAUSEWAY
I
K
TO BE
L RaAOV>;to
y
000 0® U a0 0 9 00 0 (R 0 0 18 0?(40(o ?

? ? ? f J
ai&.H f

CLAS7AL YtETlA-10 POCKRs •
m
83
.Q
., . -.. .,.

COAST!! t1'ETVND P<>rNEf,

LMLITY

W l1

POit • s« 1 • -' 1 a ? ? : .- * t T ? -1 !,:-?._?.,...._ . _ . 1 ?'mm4 _y ...,,.,.., _ 7 ©. .1 M11
_ ?
82 8 ?f 83 B

4- 7
82

AEW CCVtiRE1E C4USEKAY IEW COACRE F MAT R11P

CggW(9 p
JUN 1 8 2008
DENR -WATER DUAUTM
WETLANDS AND STORMWATER BRANCH
m ul
?>
?o
rm
Z J
Q U r
r
Wza?
} C1
= Z Q Z
cc
O Q aTr
oc
w
W
W
a
08032
a AP
am im
MT 4/18/08
' 2EEK ? w
', QDNIt'' ?, .LI `7
,nmu?ua?
Pco
PORnj
CAUSEA
TO 13E
d
REMOVI
P @
"
'
? 14 15
o i t Q 0 l9 200 0 2 1a C7 \l ?J C-:/ C:/; i
CC,,Si,.. x.,ik,)
OCKETS .J
\:/ \
V \:! l
J
`? l7 ,

y15' ,f5' ?15'115' yiS' y1S' lii5' itx' 15' 5' IS' _ t?h?15??15' '?1--? S?_?t5? 15.;t?? t?t?SSi? 15?15'?S' i15'?tS'
I 37-- t' 15g' Ot'
TOr-41050 ITSL Tor SLOPES IOR.A&67 MSI. ??
COASTAL WE'LAND POCKETS
Bl
------------------------
G?+YSL i
L__ irE

l

L
T?
?t
JEW 9 ?
CONCRETE CAUSEWAY NEW CCNCREX BOAT RAMP---?
SEE
SEE ENLARGED PLAN S3 FOR THIS AREA

COMPOSITE BULKHEAD CAUSEWAY & BOAT RAMP PLAN
1" z 60,-0.
STRUCTURAL NOTES
1, WORA AS SHOWN ON THESE E SwH DRXMNSS W L GENERALLY !Ar.WS'INS'A1AT!ON OF A NEW STEEL HEi+ MEE BOERkEAD D+7 THE SOV*rs SDE of THE PR }POSE) HEN BOAT BASH, a HEN P?EE 5i?^CRTEC REIN, GRCp CON:&'TE Ch5fWAY ON 'NE
FAST ENO OF THE &SV, AND A NEW Wit SL ifD AE NFORCEO C4NCRETf BOAT UJNL'H,'NV RAMP THE w 4J OF THE uUSETtAY.
2. AGNMENT AND LOCATION OF 44E NEW STRUCTURES AS USED A$7/E '.TEL BE WED UPON OFFSET WAS ESTAEUEH 0 BY THE CWNER'S SUREE'YOT, 214 LOCATIN OF NE N'W STRtiCTbRPS ?5 SiiCWN Ox NE DESIGii ORA'AYIK -HE RiGtiv'Fi?t SHkt
BE NOTIFIED FOR POSSBIE RE1gSiCN TO THE OES«N ORAN:NGS IN THE EVENT THAT DIE STRLCTIURES AS LOCATED IN HE ,naD my THE SURVEYOR CNNtV °E xRSTTAJIE6 M Sa'JAR 48 THE DESKRN DRAWmGS.
3. VERTRAL DATW IS W.VD 29 PER SURVEY BY MCFNEL R. LISDERWOOD.
4. THE NEW STEEL SHEE( W,tE MICHEAD AS DESIGNED FOR A FUTUPE DREDGE DEPTH OF -6 50 FEET Yk. ©E54N SURCHARGE LOAD IS 250 PS:.
5. DESIGN SOIL PRESSURES AND ESThAATES FOR PILE EWEEOMENTS HAVE OLIN OETERIUNED BASED UPON RSDAWT*N OOVTNNfO WfTdW TJBYJREACE kNtST;"vFI04 REPORTS By G°5 CARG!":A5 LEP SEE KS PAWfCi tAJMEER 22.121 63-A W'ED tJtg/Di
AND ,E5 PROJECT "TER 22:13653 DATED 3j13108 TO REYTEIT TtIE idSULTS OF THE SUBSURFACE!NWSrGAT*NS PERFORMED ON SITE, BASED tiRNi A KV-I.W OF THE SOIL WkNNS LOGS. 'HE N'EW STEED SHEET PILES AND 'Rlry TIMBER PALES ARE
EXPECTED TO BE INSTALLED THROJO4 SGMfCWT STRATA CAS LOOSE SANS AND SOFT CLAYS TO REArH A Si1TABLE 2EAR!4G/ER8EWEN' STRATUM OF DENSE TG PER" DENSE LAI:STONE THAT IS EXPECTED TO DUST AT VA". NS ELEM90.NS FRDM -14 FEET MS;
TO ELEPATD'H -31 FEET MSL SEE THE SECTION VIEWS A4'O BOMNG LOGS FOR ADMOAL INFORMATO,N. THE CW.RACTW 6 ADASED TO OV4 A SUFRGE41 NUU-11A OF {NDIWDR P,ES TO ESTIMATE PRODUCTION S'IEET Pttt AN TIMBER PILE LENGTHS
BEFORE ORDE.RtNC BOTH TYPES CF PRS..
6. STEEL SHEET PEES SHALL BE FABRIFATED FROM ASTU A572 GRADE 50 STEEL TN BETTM THE EYpDSEO PORTADN OF Tr S,, PN:5 S'AI.. BE RROTECTS 04TH A COAL TAR MXY COATING OR 8=..
7. 12.12 TUBER WkER SHALL BE MARAE GRADE 42 S00- RN P-NE OR 57r"R AND TREATED TC A NET FrIENt.Gs OF 2.5 PC, CCA PER KWPA C. X10, CIS
2. Wc,D?iG ELECTRODES Slit- BE 1_73 SERTS.
9. ALL SARD;V'ARE ANO TIE RCSfANC'!OR W MALL S:AL BE NOT D?PSD C_'VwZEED AND TOU{NED UP W('A CCtO GALL'ANItNG M THE FELD AFTER iNSTA:LAT!ON.
ID RMXHEAD DE SAU ANCVORS SHAU B SPACED AS S43NN ON TkE DEE4?-1 DRAWYR,S. SMOTE THAT TH RSGN EAAM-iGS C-NTAN BOTH A DEAD MAN AA QQ SfiTEM DES N AS 'AELL AS AN ALfEFd?;E Fa-Z&, AN:HOR S15TEAI OSCH. 'h YE 'VE'N'T
THE 0*NER OR CONTRACTOR 'NT]+DS TO 'WALL THE ATERE+AtE SYStEu. TxE DEs.,cN TENV7N i-10-1 FOR TK ELCk AtMaS S SHOAY ON ThE CESIGN DW.AMS W,Tn k Tk- BVtK4EA", :.a713N VEIVS. TI'- HEE,X Ah:43.PS SIML PAS 06TA..E.. :O AC
WitATE WAVY OF TYKE THE SPECFIID OE3C-N TEfiS'ON LOA: TO PROV,7 A FACTOR OF SAFE-,Y - 27
11. M 'O THE LOOSE SM0S THAT ARE EXPECTED TO EXST'AtD87i THE AN:?,SR REUON FOR THE NEW SsEE' PILE Bc.A LADS I,< CNTRACTOR S AdVF D TG IN IA1i A 5' MT N U* R Cl- N'OCATCR HEo:k, JkNHCRS 70 ',fE'".FY THAT Tk SPE-1,ED
TENSd3N CAF.;.,"P;5 CAN BE AC!AMD. IF IT 15 DETERWKED THAT THE iELkk' Md4JRS ARE NOT A SIABi ASCHOR StrM D.- TC RL. rlT. .WL C=zll' J'5. A DEAD MA5 A14 Hf CEAGN SYSTEM .dtui BE R+5Tkl5 AS SIATAH ON "riE Q?:&Ri Dsl4W`?"•S.
72. RSTAlATON S TILE DEAD MAN ArtHOR SYSTEM Wu QECV E S#,NZ kANT E CK-IATNO': AND SHORw ,. BE FEAFORMEG IN ORDER TO :NStAiL THE A4','NORS AT THE DES '% t'A'}Tt u. 7 S % ECTED RAT 'HZSE AtiCH s UA, ALSO txES O 9.
USTA'LLED ON INE PROPERTY XwOXN: THE ESSING ROAD IN ORDER TO BE LOCATED 3M.NS TFN THEORETEAL FAILURE WANE OF THE SO,LSTHE CWNER ARD/CR THE OWRACTOR A! IANE N.:SSARY PRECAMTtw = TO PROTECT ADX?NE+A: SRS Y.URES
AND NfLL SEC4; E NECESSARY APPROVASIEASENATS AS REC'nRED VCR 'NSTAiV '01, CF THE ONAD ALAN ANk.KDR SYSTEM.
3, TIMBER r n SifAt. $ WRN-- CA,ADE Jc 4'U'i+ERN Fah OR 6 TEES AND rcld A V:WMIL1M TF ThWTR NF 4 N.,H s" S S'AL BE -RA ED T A I t 'ih'wJN OF 2.5 PZ: CC,& '3t A-A C3 A'r, CIE
147MFE?2 PIES SHA` BE OR!VV, TO SET W^H A HAMMEN KW4 A RA FN RGY C 1500C f' ES Y CM 4 M R R rc EALQ A RATED .AAAC'Y O 20 TONS, F S..: ER HA. KEEP A R" R' OF Ek H .A:ED S-w4G HAMMER
NEE'.:it m.eiT G HAMMER k„ nXIMER xDAS PER FO'` R 4, EMNuAAE4 A P LE - M3_DM 4 ,1 CAF. P'. E SnA.. B' 'NC'AY 91 G..C A .
15. RE^wJn,y GONG TE W)3X SrA, 0-aSM v `SP,,,;• :A 1N5 FOR STRu:%RA, Cd.:Efr FOR B.,-N S' A.. 50WEST EDMG% AND ,.w:rh, =" REGU REM-k 5 FQR C='ET' ACC 318 UTEST EO, L.
T& C`%„'1it-TE CW?RESEroE $ fiTATN AT 26 DAR'S PSL
17, R.NF R 1NG STEEL SA1 5, ASTM A615..iRAX 60. E RI-IS SHAk BE ASiM 736 OR, F I
12. CLEAR CONti:RETE COVER D+ RE.NFORaNG _GqA . BE 3 rn,HE- ON 907,04 OF CABS ON GRAM 2 i.. Ezl W TJF A,: VID-S GF SLABS O'i ORAGL AN'. < F:ri!E5 Oh TOP. 4.7GW ,41; Sau .,F VG::aic.
IS DES' U'i. i6lD ON Y ON'RETE CAua WA. R 50 0R 1R' F, AND B=J5 PAWING P.;; -C N: STATE B L{hNG LL7',.': CHAaT 16.
2C. ALE W'IRR S+AZL. MM PLY A" h HE NC SATE BL?D:NG 'to; 20, E.ATIGN
PLAN S4 FOR THIS AREA
)Y
,Dq
j 1u
/ (/
MISCELLANEOUS NOTES & LEGEND
SURVEY BY MICHAEL N. UNDERWOOD, P.L.S, L-2962
BX 19 SOIL SEE ECS RIPROJECT?NUMR E22 CAROUNAS,
DATED 1/19/07
BX+ SOIL BORING LOCATION BY ECS CAROUNAS, WA
SEE ECS PROJECT NUMBER 22-13893 DATED 3/12/08
2
a "
J
a
a
a
I-
0
N
? U CC
,?. a U r
r
m z Q
W Z Q Z
N i F o
? F
g 0 z i
0¢MQ
U 2 n 3
J
Z
? WO
? o^ o g
W ?a
w
h
(c z
00
2 U
ai JTP
WEMA AN
PER 4/1B/O2
L A
E?NIlIIIAA?
Psi
n
i
0
o
C=i
0
d
z
c:
cry ?
1
C ?
O
ro ?
ro
E
Li!
11 v (•
d.' _._

NORRIS, KUSKE & TUNSTALL ENLARGED NEW CAUSEWAY & BOAT RAMP PLAN

i`

w CONSULTING ENGINEERS. INC.

4A
l
E
tEr w1o4e (9+a) 343-3 MASON LANDING YACHT CLUB

T CLUB DRIVE
A Y
C
wc
r s
n
9os
Watl1", NC. 26401 FAX [phone] NAUTIC
A
H
WILMINGTON, N. C., 28411

I
I
I
i
I
I
I
U)
? Q
b z

;? l• 'l' l 1 l l: l• 'l'
l' ??
, ,

I' t C t t

a
• ?
•
•? l
l .:l • 1. l' 1, l••• l
l• ?_ ,;2.
?. 1, a ; l' :l l •' l: .t : 1. :? 4F.

Irk

1 1. 1 1 . 1 1 1 1. aw
m
?
O
C
lad ?? •1. 1 ? : T '1 : ° . 1 • 1 ? 1° '1. 1 ?

.
I

• I l •l ? l ,l-• 4 1, l •'
:y- ? i
?
? ? ` ' ?
• ' 1 .7 1 •1 :.:•> '?
1.'1.1'1 a

A ? .?
'.
' ? - ?
I ?. •?- •l• 1
l ' l• 'l' ??>, '? °? ?
. •
• .

-
J {

I
,• • ? ; 'i ? 1 ? 1..1.1
?.

^ n
N
• ,I.i i ?-l 1. ?.? •? ., ..: N
?
?;w?
R-F

1
1
1 1 ` ' 1
l 1 1' 'l I
.
.
. .
.

J
. u

111
.
?
t O 1'S
pp
lr
fa
?• g UU
O
O
L r WU
.. .. p O
a
I
I
N
A
M I
D I
I
I
I
I
}

WMIMS, KUSKE & TUNSTALL NEW CAUSEWAY & BOAT RAMP SEC77ONS

> ?/+""- CONSULTING ENGINEERS, INC.
.. MASON LANDING YACHT CLUB ,
'
' •.., ... ? ,• X2 N. SFRM PHOW (9) ?-
1 u+NC?oN. NC, 28401 FAX 10
343-9W4 7439 NAUTICA YACHT CLUB DRIVE

% o
e°"M°A-Qt61"
°""
WILMINGTON, N. C., 28411

-F* ,q' 0.4 I-*, TOP t.B0?N11..
'Im mP• t GLM $Wnat
( f-0" iT?,Y I'-0'I'•6 ?- M u' q6 xaE N `------ rt@YORttD edit. wR Tyr" M?SLM i MW
i '? f ? 7nlER I I SW dt. EAST i ? ??
}V.116 33bA ] .,
r -I
?raY 1? ? ! ( I .TSd t7M
q,
i
1 YERY DEW TO VERY LOOSE
I I fRt TO MEDlQ SAM
1 ( ( p'X9'To IYrdM _ ( W
+O?Ow P 1y RIY? I N
,a
? a
vow mm ms
(j Ndl Yt OfAIiD ,gIBEO AIE W ilm" S"
l i 0MVI TO 20 MN CAPACITY mica w/
H
J
on" ONEDGE
_ a c, Q
wm . -em
amt {
0
..1•r....+ ,},;? ( J,'p•.i ?r r.l.- ? r? ?'-' r, r.-0 rJ•'r'.J•' J, r. •r.?. ... ... ... W ."_ .7
( L J YERY STIR CUY ( `?V Q U
( ' J
LLS
. .. .. . :. /' Z
:....>..::^ F' .. . .. .. fTK" IiEINF. ODHG'-l a
1?¢ N Z
w.. ?Pf7YP
CLEAR TOP, rCa BOTTOM
J ( ZO
GEOnAI woo _... Q '' L,•,
SZ16 STEEL SNRt ? i SZ18 STEEL SHEET LAP SPIRY 32' MN. RMIX REMNED
PEE ON
Of gA RRR rt -,o.u PILE OR OMER
n c/R 1 I SECTION MMOODULUN.?471,n 3/ft Z
o4f 0d
?l wl,n n Aln I N
( II Q
Z 3
r•
,,
c
cow_
-nom
J r•1 r'1j ?-_n r 1 r'r.r-, •-.r?r'J?r ?'}? r ,!"?. r,J r!. rJ. r, ?' .... .. .., r .. _. _.._...._..O r
• • ,I I ! '` r YWY SOFT as r J r • / Z o
,
J
/A E
,
r
1
J J
;.
( YW To J." sz,s EPOXY cnLfEn?
WISE LUCSTONE L W OFF P
cl)i ELEVATION DETAIL Z
SECTION 3,16. . v -w
Y h
!*--0 s P -o" 5' %IDE x 3' DEEP Z
J'-q' 3'-S' - ;? # +7 S 0ItAEOIb RIP END OF RAP RAMP, AROUND 3 SIDES. PROJECTING 0
( 0
I , I r-{i R60 12'GL. ( CONCRETE BEYOND.......'.-' .
3/4' CHAMFER SEE A/S8
+7.50• +7.60
r, r' l
R{ J'-?• r-s' r ra
7 CO 18' D.C. E W. TOP & BOTTOM y7 0 18' D.C. E.W. TOP & BOTTOM ( 08032
" LEAR TOP, 3'. CLEAR BOTTOMI ! CLEAR TOR 3' CLEAR BOTTOM ^}
( LAP SPLICE P. MIN. WHERE REQUIRED ( qR ?'
( LAP SPLICE 32' MIN. WHERE REQUIRED 2
TYPICAL FOR SLAB & RAMP CONCRETE -- 4- - - of IAf?E 'A
as A/f8/OS
4,qI i t rl I I 12 t f
3
SZ15 EPOXY COATED
15 STEEL SHEET 5215 STEEL SHEET- EET--
SZ15 STEEL SHEET
PILE j ! STEEL SHEET PILE %v'•. '
FILE PILE `
,L8 1' SZ y Qell@?`vF
OFFERDASA CUT OFF °S T PfD, J
BE:OW SLAB ELEVAP 9 I °n,„ I,I,;o ` l1aj
1 OR REMOVE FOLLOW 'G
( CONSTRUCTIN, SHO*N
IN CUT OFF CONDITION.
SECTION M PS8
SECTION „„• . '