42338D - Masonboro

fillIr .
LAMA/13DREDGE & FILL N2 4
iENERAL PERMIT Previous permit#
New Modification I (Complete Reissue Partial Reissue Date previous permit issued
ized by the State of North Carolina,Department of Environment and Natural Resources
oastal Resources Commission in an area of environmental concern pursuant to 15A NCAC # , /SOD
/ ❑Rules attached.
:Name /?�.S�h Zeal 8 t/40/4 L`t' Project Location: County /41.,. /17144.-mp�j
6'24' Try /s in, Street Address/State Road/Lot#(s)
'i//./An// Toh State/( ZIP v iroe7 ' ' T ,./h £'2 / Aet
(9/0) 9'4/. 1893 Fax# (90 ) 1C/, 9 777' Subdivision
II
Bd Agent /�!/ 4,///iG7ris City 11 //eh/j ZIP pg
❑cw rii l 'fA vies ❑PTS Phone# ( ) S4-10-me River Basin CklA
❑'OEA ❑HHF ❑IH UBA ❑N/A Adj.Wtr. Body 4'4/S4l4 ��« fii n
❑PWS: LI FC: /
res /® PNA )O/ no Crit.Hab. yes / no Closest Maj.Wtr. Body /09/ "
Projeect/Activity _ih.�rA// , ,217 t J4,,/1 2 // l v.0#4/ Gor-"c 2 ,'
% 41,' 9Z,9 / G7 4°7~°07 Gi./> ', & i'/ . ,, /,/(Scale: /
:k)length
er(s)
igth
nber _ / / /
I/Riprap length 9 7t. �X/S 5iuu1 /: 4
7 1.4 rC eofe - 0 tdistanceoffhore
is yards 1
,
;e/Boatlift --- _ -
illdozing ' 9. /f
Length 1/.///l//l,//' h /1;aee'i. fre
not sure yes (IQ t K l
: not sure yes ,Ai(� /f r / / fl'
urn: n/a yes t / / ,JeeY/idv e ��l- A ,`/C
yes a tlr / 72'N,7,, f "
ttached: yes �
ig permit may be required by: /Y Sd. //v 1/1h , See note on back regarding River Basin ru

1/09/2005 15:29 9107919777 MASONBORO BOAT YARD PAGE 02
100-09-2005 15:54 From: To:9107919777
ter;C#AMA/ C•terIFIED01 & FILL N9 42331
GENERAL PERMIT Previous permit.
•r1k1ew CI ModintatI6n .-JCiatriplete Reissue 1 'Portia!Reissue Date previous permit issued
suchonssd by the&aloof North Corviina,Depertment of fireolronrnent ono Natural ibrourc,es
I the Coastal Resources Commission In an aro of environment&concern pursuant te ISA NCAC
_I . _,____ __
*ant Name AffeSA., hfrlt Viewer,/ Lie Proloct 604stion; Count), _ MA. #4,00Seatte‘if
drills Pg rewil.s. !eve . Street Address/Suva Road/Lot sil(s) . —
_ .
Y W/40Pelyliiil Smart( ZIP PIT,' SOP Tenet/6* v/ A4,,..
WI.*(VO). 921/. 1;43 Rik. (fo ) "74/, ,v71. Subdivision ... _ — _ .
therized Aiefit _AkAr 144"141ffies _ r . city 40)/Ph_ifi/pfro ziP Pe fof .
oy wor i orri reir- I „Ts Phone 0 ( ) ,174..1.1.!# . . 'liver Basin CoottA
Petted
1011A 17 ISSIP ri 04 I'1 USA il N/A
C(s): Adl.WV,By ..m.-44744:,_47.1fefe (3510,tnite AO
il PWII, FISIC
Ow=Mei,Wtr,Body .4114-01.--1_. _.
tW' Yss /49 Pf4A iti?i AO CA.Flab. ye. / reti
... .,
roe of Preiect/Activity a. - / 1,0,21517./- elbow
• / ASP 2-- ,. :41111111-1MTOVe d
- ,... 2 /J,*list 0/1.10
Pler icloCkPer10--- --- - . • - -' . . I' 1- , d 4
; [ ' r ' .
1,14‘efe 64,4,16.4. 1 ..
rr )
Ffror 06 , 1 . i I
Grain length _ -- I L I iillit '
AI:, i*/441/.00 oi Aro, .. eel",
eve denim offesore A•A,.. 1 ' 1
rnu dt•sanc.',woes 1." 1 , A ,1::,itAirib-ir I . 407... 1 bp 1
Brien.charm! _.. k 4* /Pir - , --,
I . 1
1 I 1 I Alle/144.".*'
cuitc Aria i 1 II 111 f
Smiths:moot Malik - it 1 ..1 .9..... '''..1..1r .s.w. •JIP ' IIlL
. .
-..---,..••••-*- • •. ....-. . . 1 0 . 1 1 •..
Sum Skiliciorsi __ rI 1 :
, "sw
I
I , ,,s,k, ,.„I fie, Al ' 1 ! ', . .1. „.1
s
I . .
- 1 1 Se ap tei00/1 ; 4
i mitone..er I eth >SI, .
i HI il 1 " •
SAY not ere pog 9 ,
simba. nome• nil 4
morassnum tva fa 0 ! AjAiiiia0r /444/41e4 4 d i t , 1
prows' Y" & 1 ' 0.1 jp
Waiver Attached 'es # I ,. i_ i 1 i '&16? riligffet:°.lir' '-'. I i. L I ",. L .
•
A biJecthi permit may 1X1+mow04 -
ed bv 4 ei. L.1 Soo nom on back rage "d Sitar kin rules
MOOS/Spediii; nd • * - / * - / .—. -,..0 ..,- ../ ..f.w. ar'_-- ' _. , —
P!.4 At / ' AW ealifilfileMIRrA ... .; • f.• ,... of . _ ._,r.•_..,
...to I/ n 0 Ill ekee, —— # - ..- .., , j11.5111911V1119411 ,`,,

WORK WITH PARTIAL BOUNDARY&
WILMING
TOPOGRAPHIC SURVEY BY
ROBERT H. GOSLESS&ASSOCIATES,
TON, NC
[phone]
•
May. ox$wt NpR
s () INI-4,
n 27'
�'-�—► � u GI VINYL u
1�—n u Cv
ItilMTdL 10
j� SIICsETQI(1�.1GIfl !!tjj7j:
—., _ a c".
r e-_-e
-
DEBRIS AREA . .cap - t`'
424ueL 'Y. 42 '
- -
SU RF>3G� `� $
•
PRO.1€GT N F--e-
Sate: 1"=l6 NCI
r �
L000u-Q
GENERAL NOTES J
1. ALL WORK SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE co_--
��-..
NORTH CAROLINA BUILDING CODE,2000 INTERNATIONAL BUILDING -t_ � Y
CODE WITH NORTH CAROLINA AMENDMENTS,2002 EDITION,PLUS "� MASON B
LOCAL CODES AND REGULATIONS(NCBC). SPECIFIC DESIGN LOADS f BOAT YA
CONFORMANCE IS WITH CHAPTER 36,PIERS,BULKHEADS AND
WATERWAY STRUCTURES. 1. DESIGN CRITERA IS THE NORTH CAROLINA BUILDING CODE,2000 WILMINGTON
2. SECTIONS AND DETAILS SHOWN SHALL BE CONSIDERED TYPICAL FOR ALL INTERNATIONAL BUILDING CODE WITH NORTH CAROLINA
SIMILAR CONDITIONS. AMENDMENTS,2002 EDITION(NCBC). CP1
3." THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND TAKE nnir i

i/ - Lo sit
4 � ! ^ :I7r°%�k r�7�� SId�ET PllAls�y
�4RLF0 �rt
12s12 Ptu i FILL
;I
SECT(0 K1 Q-A x : 44.l'-o`
. • _
4.0
it
3%a. 16-" -ZWall 1r otCo.C. - $
p
EAl.6.R4 b SecTC � MO -A i sce,4: re- C-p-
NW
Lot oli-A
pon
41 S 0 8°E.w. WNEEL
[� $uSuB ScoP_F STop Q
I]
l welsomer„ /_ i„,4. in mil
L-12" "likiN- ---. ,,a,„ MASONB
AT$1 teE-f?ll W 4 BOMIGYOI 1.1
�b BO)
I

AtEQ •
uNPev€u
Sco PF
EARTHWORK -o s
C0
1. ALL EXCAVATIONS SHALL BE KEPT FREE OF WATER. DEWATERING
-PO �Mp�eos3cx TE
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
2. THE BOTTOM OF ALL EXCAVATIONS SHALL BE INSPECTED AND / 0 /`� 3hiy1
ACCEPTED BEFORE CONCRETE IS PLACED. M1fJIHU�1 y'
3. CONCRETE FOUNDATIONS AND FOOTERS SHALL BE PLACED ON $Zl1►tiIIQSS Vat.
WELL-COMPACTED SUBGRADE OR ACCEPTABLE UNDISTURBED I CUA C N R.c b /
NATURAL SOIL. Fo0T/FcoT . I.1bZS 4 Cswtna 4'
4. BACKFILL AND NEW FILL MATERIAL SHALL BE FROM AN C�a(b( ENS a
ACCEPTABLE SOURCE. COMPACTION SHALL BE TO 95%THE SOIL'S cock Q�5
MAXIMUM DRY DENSITY AT OR SLIGHTLY ABOVE OPTIMUM GoNZwUar'S i
MOISTURE CONTENT AS DETERMINED BY THE STANDARD PROCTOR I,LI it±
TEST(ASTM D698). SOILS SHALL BE PLACED IN LAYERS NOT
EXCEEDING 6 INCHES LOOSE THICKNESS. /
/4
CONCRETE NOTES
1. CONCRETE TO BE 4,000 PSI AT 28 DAYS,MINIMUM,AND PLACED PER Y'31L /1 ,
ACI 301 AND ACI 318. CONCRETE TO USE CORROSION INHIBITORS Stia7 p11.144 - '11
PER DOT SPECIFICATIONS AS AN OPTION.
2. REINFORCING STEEL TO BE ASTM A615,GRADE 60 AND PLACED ' 24-eLd-Y Su�TS.
PER ACI 318 AND CRSI. REINFORCING STEEL SHALL BE EPDXY EC.0 t O{V' C—C
COATED. ADEQUATE SUPPORTSHALL BE PROVIDED TO MAINTAIN M
h 1
REINFORCEMENT ALIGNMENT. $��: a 1-0
3. MINIMUM COVER TO BE 2 INCHES UNLESS NOTED OTHERWISE. Mµau•,,,N•„,'
4. ROUGHEN ALL SURFACES BETWEEN POURS. `�.�M GARO "",
5. IT IS RECOMMENDED THAT REINFORCING DOWELS AND ANCHOR `�.20Q-o�sgsi0 '-s
BOLTS BE SET BY TEMPLATE,WHERE REQUIRED.
6. NO SPECIAL SURFACE COATING OR TREATMENT REQUIRED. _
7. REFER TO MECHANICAL,ELECTRICAL,AND EQUIPMENT ti
ARRANGEMENT,ETC.FOR EMBEDDED ITEMS NOT SHOWN.THE x43
LOCATION OF JOINTS IN PIERS TO BE ACCEPTABLE TO OWNER O��
PRIOR TO CONSTRUCTION. MISCELLANEOUS METALS ''�%�eFRT A•y0i�,`a"�(p5
1. STEEL SHAPES AND FABRICATIONS SHALL COMPLY WITH !! MASONBC
PILING AND SHEETPILING INSTALLATION AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC)MANUAL OF
STEEL CONSTRUCTION,ALLOWABLE STRESS DESIGN,NINTH BOAT VAR
1. DESIGN CRITERA IS THE NORTH CAROLINA BUILDING CODE,2000 EDITION AND AMERICAN WELDING SOCIETY(AWS)STRUCTURAL WILMINGTON,I
INTERNATIONAL BUILDING CODE WITH NORTH CAROLINA WELDING CODE AWS-D1.1.
AMENDMENTS,2002 EDITION(NCBC). THE ALLOWABLE LOAD 2. MISCELLANEOUS METALS TO BE WEATHERING STEEL ASTM A588
CAPACITY SHALL BE DETERMINED BY AN APPROVED ANALYSIS AND OR A242,UNFINISHED,WHERE REQUIRED. BOA
- VERIFIED BY LOAD TESTS PER NCBC 1807.2.8.3. 3. STOPS SHALL BE FULL BUTT WELDED PER AISC AND AWS
AICIA/DII 1�1r T(1 DC TI•IDCD nip Isle,e...... ______. PPtIr P111 IDCC

, .
. ,
1 -
1
1
.1 , s r,',,,%,' • '''' '''i
t) ! i
I , I
. '.....' t
' I
I i •
IAD cti$JLA,u3 ___01
r 1.
! .
0
2-- . 1(A-0_
. 2. 0 uf2 -0._LiZ__
..e....„
. ;
q
A,, I
— r
I t •-. ..--) t
,
..... • -, ----6-1,-fr
---__
Q 11•AL. --- 1 1 i
- (----- -09 /
A Ill• JA ,
0,, I
1 Z. 9 y
z.,i _.
1 tl, t, -•'.
i•-• ,_
q ir) 1. 0 jPik(

,
"v-i /
ste - t) to h
EEri x- -r
-v-g
1.) -* 4 9 /
x r
-Sri • z b
_5"f x r -11
*6 e
71777 -140,5a-so.- I /
L -

1/31/2005 17:57 9107919777 MASONBORO BOAT YARD PAGE 01
Fax Cover Sheet
MASONBORO BOAT YARD, INC.
609 Trails End Rd
Wilmington, N C 28409
Fax number 910-791-9777
Phone number 910-791-1893
Send to: -From:
12bb6 �'--
Attention: Date: to I— OS'
Office Location: Office Location:
- Fax Number Phone Number. 791-1893
❑ Urgent
LI Reply ASAP
LI Please comment
U Please Review
❑ For your Intorrnat1on
Total pages, including cover 14
Comments:
-
�b 6 1
'p _ e_ 91 s
Ce-v\5 { v � S�Dr� �� .. t'Q Z h
'cac.J � � Ord

N
CD
Cr3
Q
0_
WORK WITH PARTIAL BOUNDARY&
TOPOGRAPHIC SURVEY BY
ROBERT H.GOSLESS &ASSOCIATES,PA
WILMINGTON,NC
[phone]
Q
ix -
Q `r_O
Q A+atc. $r g -* - .
0m.. ' - gT�Ptukry
` ,_
�1 „ VIN f. .p
0•I -_ - ':�, G S" Tpicw� Mrcl,�
a �•� ��„ Q uc u c�.ah, s+I T pi�wt; V-1
N r'......or _
y ,11
DE$RLS AP,E A ...j EON
�``' —
la,eklreI—. -
s0 RsAck `' $
r`
m 13(41,4
NOW i
r Ue SCA : (.41c i )soa-44
ima r— . Poi
GENERAL NOTES J 1 — r :
tr I. ALL WORK SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE -r '
NORTH CAROLINA BUILDING CODE,2000 INTERNATIONAL BUILDING • ..[xr " MASONBOR(
CODE WITH NORTH CAROLINA AMENDMENTS,2002 EDITION,PLUS -- -
LOCAL CODES AND REGULATIONS(NCI3C). SPECIFIC DESIGN LOADS BOAT YARD
mCONFORMANCE IS WITH CHAPTER 36,PIERS,BULKHEADS AND WILMINGTON,NC
WATERWAY STRUCTURES. I. DESIGN CRITERA IS THE NORTH CAROLINA BUILDING CODE,2000
N 2. SECTIONS AND DETAILS SHOWN SWILL BE CONSIDERED TYPICAL FOR ALL INTERNATIONAL BUILDING CODE WITH NORTH CAROLINA
JMr_ 3 TH_CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND TAKE CONDITIONSAMENDMENTS,2002 EDITION(NCBC). BOAT
-r
2. WIND LOAD-NCBC AND ASCE 7-90,130 MPH,E%POSIJRE B.
DI ALL NECESSARY FIELD MEASUREMENTS. _ _ 3. AREA BACKFILL TO HAVE A rIJP Hnar.F r nnnwr_ne snn or,runes_

Cr)
m
w
a
D_
AREA -
U► etAlEo
StcPC
`'y- t
f1• _,,.,_.
EARTHWORK , i CaN176300L1S Ca t
tro D+rLOMna C] 1. ALL EXCAVATIONS SHALL BE KEPT FREE OF WATER, DEWA rERING
Q SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ._
> 2. THE BOTTOM OF ALL EXCAVATIONS SHALL BE INSPECTED AND / IA f
I- ACCEPTED BEFORE CONCRETE IS PLACED. MII.IIKA _ SZ6rlsuaSs Stem_
a 0 3. CONCRETE FOUNDATIONS AND FOOTERS SHALL BE PLACED ON
al WELL-COMPACTED SUBGRAD€OR ACCEPTABLE UNDISTURBED I CUB(„ Ra)
NATURAL SOIL. F.OT/F nT . Mrs 4 un►s
4. BACKFILL AND NEW FILL MATERIAL SHALL BE FROM AN G�x{y 2-.4 CAM( 0
00I ACCEPTABLE SOURCE. COMPACTION SHALL BE TO 95%THE SOILS
MI MAXIMUM DRY DENSITY AT OR SLIGHTLY ABOVE OPTIMUM GeusZIAxJa S
UUp71 MOISTURE CONTENT AS DETERMINED BY THE STANDARD PROCTOR rZlId f
TEST{ASTMI 069E}. SOILS SHALL BE PLACED IN LAYERS NOT /
g EXCEEDING 6 INCHES LOOSE THICKNESS.
11
CONCRETE NOTES
1. CONCRETE TO BE 4,000 PSI AT 26 DAYS,MINIMUM,AND PLACED PER YUZ1L ]
ACI 301 AND AG 318. CONCRETE TO USE CORROSION INHIBITORS SIMI IIIILV4 .
o'
PER DOT SPECIFICATIONS AS AN OPTION. 2 i �,SUETS
2. REINFORCING STEEL TO BE ASTM A615,GRADE 60 AND PLACED
PER ACI 316 ANO CRSI. REINFORCING STEEL SHALL BE EPDXY SEcTto M C-C IJ •
COATED. ADEQUATE SUPPORTSHALL BE PROVIDED TO MAINTAIN sate; i r r-o
REINFORCEMENT ALIGNMENT.
N3. MINIMUM COVER TO BE 2 INCHES UNLESS NOTED OTHERWISE. u
4. ROUGHEN ALL SURFACES BETWEEN POURS. 'IL4A
cn
S. IT IS RECOMMENDED THAT REINFORCING DOWELS AND ANCHOR —4p
BOLTS BE SET BY TEMPLATE,WHERE REQUIRED- ,C
m 6. NO SPECIAL SURFACE COATING OR TREATMENT REQUIRED.
m
7. REFER TO MECHANICAL,ELECTRICAL,AND EQUIPMENT t
ARRANGEMENT.ETC.FOR EMBEDDED ITEMS NOT SHOWN.THE
LOCATION OF JOINTS IN PIERS TO BE ACCEPTABLE TO OWNER •'P f
O
PRIOR TO CONSTRUCTION. MISCELLANEOUS METALS ~'`,.,F A.4'(cc-Z
nHNm C6
t`
1. STEEL SHAPES AND FABRICATIONS SHALL COMPLY WITH MASONBORC
r:-: PILING AND SHEETPILING INSTALLATION AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC)MANUAL OF
STEEL CONSTRUCTION,ALLOWABLE STRESS DESIGN,NINTH BOAT YARD
1. DESIGN CRITERA IS THE NORTH CAROLINA BUILDING CODE.2000 EDITION AND AMERICAN WELDING SOCIETY(AWS)STRUCTURAL WILMINGTON,NC
Ira INTERNATIONAL BUILDING CODE WITH NORTH CAROLINA WELDING CODE AWS -1.
m AMENDMENTS,2002 EDITION(NCBC). THE ALLOWABLE LOAD 2. MISCELLANEOUS METALS TO BE WEATHERING STEEL ASTM A588
cv CAPACITY SHALL BE DETERMINED BY AN APPROVED ANALYSIS AND OR A242,UNFINISHED,WHERE REQUIRED. BOAT L
*VERIFIED BY LOAD TESTS PER NCBC 1807.2.8.3. 3. STOPS SHALL BE FULL BUTT WELDED PER AISC AND AWS
Cr) 2- NEW PILING TO BE TIMBER PILING SQUARE OR ROUNT AT LEAST 12- PROCEDURES. -

v
a)
w
a
a
. c.J k 71_ S Ptatil
/1, -*. ...h ii.u.,.m.,..i• 1 i 7., ./ •",,,,,k-v. ::..-1..1111/4.._..) 5 R es i piukr<
a co► aro
I23,/2Acu+4 Fitt.
& SEC tioti4 A-A : tr.i'-o-
cc, ..
immi
��
r1-`7.ar'e 4 ri &(.a.C. 0- —e•
4 - -9
MG V
(.oaawt
o, Pa4
cn
*So es"�w WNEL
Ln
1.11
ti 1.1I2" `.� --,� MASONBOR'
1.a 'sly t,to 4 BOAT YARD
LU f 4ILMINGTON.NC
m 4° G ` 31G d BOAT L
c= i . i

/09/2005 12:17 9107919777 MASONBORO BOAT YARD PAGE 01
1 A
• MASON$ORO BOAT YARD AND MARINA INC.
609 Trails End Road, Wilmington, N.C. 28409 • Phone [phone] • Fax [phone]
Date: l 1 - 69 -D 5-
Number of pages including this cover sheet S
TO: : 0 6 6 \ors _ _
COMPANY: N �T E N
SPECIAL INSTRUCTIONS:
r-Pj?Lc...„...._ ft:Vl.q,C. C erfda--J et, .1-1,...„_
2
�, r
7301-1• Cn^-k 6k Gu.,-1 .��
er-a--L,), .6,6---,.....
9 .cui 1 t ,P ` ,,,...L.9_,

/09/2005 12:17 9107919777 MASONBORO BOAT YARD PAGE 02
J'J-93-2005 15:57 From: To:91079197? P.c'?
• A 4 Q>+.gQ,d,,STA,1„ ,tkNAGEMENT
ADJAgftillM5.111AN2ROPERTY_O Nod' igATro 4YER FORM
Name of Individual Applying For Permit: fY 0.601 b0ro 1ratk1N QY ( LI.
Address of Property:,_A9f bra EYV1
(Lot or Street#, Street or Road) �t
Atatk wd
(City and County) 2 2)4 0411
I hereby certify that I own property adjacent to the above-referenced property. The individual
applying for this permit has described to me as shown on the attached drawing the development they
are proposing. A descri tion or drawing, with dimensions, should be provided with this letter,
I have no objections to this preposal.
If you have objections to what is being proposed, please write the Division of Coastal
Management, 127 Cardinal Drive Extension. Wilmington, NC 28405 or call 910-796.7215
within 10 days of receipt of this notice. No response is considered the same as no objection if
you have been notified by Certified Mall.
WAIVER SECTION
I understand that a pier,dock,mooring pilings,breakwater,boat house or boat lift must be set
hck a minimum distance of 15'from my area of riparian access-unless waived by me. (if You
wish to waive the setback,you must initial the Appropriate blank below.)
do wish to waive the 15' setback requirement.
1 do not wish to waive the 15'setback requirement,
J rv-v, — /_ /- 3 as
Sign Name Date
e-3.r.s Y S
Print Name 4,6:TrA
'/o / c/3 9oS 9 — DENR
Telephone Number with Area Code *ORIN WWII Mt aliallafted,
I,,.,,hod...., «e.a,ala

ww wo**%AD wrp oioD?71y k11tM Rai WnN.tM)liciAl;.E
WICIDN
Videty =CON'41/14
-------1---;— .W..--r-7-5-----
apo musty of cs
`Iaaaiti►ba4 717Yt(P5,y; OW 2491G Oi 43fan Z.M i
Al pi
-cpug unbxi poll%,f t w41 Qti{e/ROI 4x1144 op t
('MIt4 t{utilti 'imp doadda 0qt iii1Igui;trfua nazi/pagpa mil 1Al+t.%to 1411/4
nohjJ 'ow£q ptgt"orlon-um** oslaatd14,lo trsiv Aim wo.a4 gi yo aaus1rlp UMW twluc r 1104
pi sq pout a u.q meting nog*Ao touptautedullid Ju ,wuw",loop vrid n inyi paaiu*pun j
Sin ii.D S t13A1YM
'1!olr+'4 p2ljtus*Xq pOiMou uoaq*Aril lioX
j vopaolgo oft to swot sq3 pts.bppuaa tl$1114d110d ON .osnou imp ju ldlaasr jo 1. 10 0t Masi
J110641at6 0112 so GOOD K'uvsauluwp.I6 •11604103. sfusq liu Pala LLi ",uawaldtuah
143sou) Jo Intt!MQ lo41 siiaa► mold `pnodo.td Ifalrq 11 priim ei now ergo mini INA ,tj
1113ada.id 5Itil 0i,noiaxlAQ DO•AW I --'- ;—"
si ,n +�oicl pq pl►wys 'snO% U Wip 4ives opmsap lo tuap �cd stop Y '1MOOdoSd 0:�
'MA cA 4,1 t�P!
,tot 100034101?*0 I'Ilktuadiap paqatgra*tp tabu qua tv sort c»poqi}UP n4*mod srq wj aria!0d0
picip!MPa l oct,L IwdRri pnnuiut -41A0411 vtp 01 X411.14,0 44t130Jd nMo l ivKt 41 n ,C441a4 1
.Q-p [ (sitro0 PUT 4 )
1 L T (patig io 1oa iS`016.4 J010i)
-" 7-)4 - 1-1 V..t1_ bowl-:43rodoisj jo nappy
.2..�)j�}17 , d-S3t:I vcoS T'i}utwd sod luliCiddy orevImptkije$'N
2.S-4 ;"610_0t£:mo1 1°6'4 IS;S.t 41oQ•L1i-:-t&+ i
:C =IL.!; +1rV:', _.G Crepe 105Wi L 4dI Ili 7.5t II iGUN/1-0• 6.
rM u1W1a1-7 ^mow/F.'OI/TT 9P.P.1r P99 b01P 3M07 CM
60 SJdd Q laA _WOE OdOI3NOSVW LLL616LO16 LT :ZT 500Z/60/

THIS CHECK IS DELIVERED FOR PAYMENT 5 3 21
ON THE FOLLOWING ACCOUNTS MASONBORO BOATWORKS LLC DATE I AMOUNT
�i 609 TRAILS END RD. PH. 910-791-1893
WILMINGTON, NC 28409
l7—�Cy 1 ULX- . DATE I C vJ
PAY
�Psij►S -� ' ((
I �-'" ELf� 1-` � 00 TER OF N �� E l v � � $ 1 C�C `�k
IIdl l �/ ( �7 LABS IJ �,.��
1, `�'r)- _ , I i RBC `
J'S Century
1.
'I. I RBC RBC Century Ban.< i
iAi ( I Wilmington,NC 2840t -7 --- ---
PIP
00000532EII' 1:053L00850s:027222L4560