12141_BRANDYWINE BAY MARINA_19941111

6
CAMA AND DREDGE AND FILL
'. ENERAL
�i41
PERMIT :.
as authorized by the State of North Carolina
Department of Environment, Health, and Natural Resources and the Coastal Resources-,Commri s&
in an area of environmental concern pursuant to 15 NCAC --
Applicant Name Phone Number
Address -
City - State Zip
Project Location (County, State,Road, Water Body, etc.)
7
Type of Project Activity
X "7 "
PROJECT DESCRIPTION
SKETCH
_ l (SCALE: )
Pier (dock) length
_ ; f
i
_ {
i
i 1 I "
; !
I Y_;
c�—� s f r }J�.'� ` /�•'
Groin length
number
Bulkhead length
ax, distance offshore
_ i
{..-.,� I
i l#
I
+�
k�
I `�f
':1 `✓ j /�! f �..
I f� 1 {• ��`�!����
-
f
Basin, channel dimensions
cubic yards
Boat ramp dimensions`4
Other
This permit is subject to compliance with this application, site
drawing and attached general and specific conditions. Any
violation of these terms may subject the permittee to a fine,
imprisonment or civil action; and may cause the permit to be-
come null and void.
This permit must be on the project site and accessible to the
permit officer when the project is inspected for compliance.
0 applicant certifies by signing this permit that 1) this pro -
is consistent with the local land use plan and all local
ordinances, and 2) a written statement has been obtained from
adjacent riparian landowners certifying that they have no
objections to the proposed work.
In issuing this permit the State of North Carolina certifies that
this project is consistent with the North Carolina Coastal
Management Program.
applicant's signature
permit officer's signature
f
issuin .date 11 expiration date
attachments /
i
j�
application fee --%

VA(1 lT tZeD OQ ]ZLEA •IT'
C�c2.�>uti1 OfJ LEFT
PAt"T F3LAc �C osS �\i► �IrE
CLa4sS g WCATED
IIMP�E2 QIL�•.
Z"X if ?( 3`-o" SIDES
=u-7 To FIT'
I/z 'o cAQ2. 13o1-rs,
\VASNEr2 �, I-SuT
C c t� ST L7U GT la i,,-1 w o-m is
1. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE HIM-
/ 1
i9
3
SELF WITH FIELD CONSTRUCTION CONDITIONS.
�
O
1 n
1 I
A. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT
R UIRED TO CONSTRUCT HIS WORK. A BENCHMARK AND
� ti �r7.� \�•1
BASE LINE WILL BE PROVIDED BY THE ENGINEER.
2
�
3
2 \ 5
`y�
/
P 0\
�� A �A
A\ A� a� A /
�,
r . DIKE CONSTRUCTION ALTERNATIVES:
A USE MATERIAL FROM INSIDE DIKE ADJACENT TO DIKE
EXTE_2 (oK 17LY\VbOD 1 r, a ti �;ti y'� , a a /
�� h1 0 %iE\, CiAAj..11.l�Ll MAiZ B. USE MATERIAL FROM INSIDE DIKES BUT HAULED TO FILL
Ix / 1 SECTION
C
!�
'Y' USE MATERIAL FROM OFF -SITE BORROW AREA
/ <2 I ' 3. COMPACTION: COMPACT BY ACCEPTABLE MEANS TO THE FOLLOW-
r U.
, N P RCENTAGE OF DENSITY AT OPTIMUM MOISTURE CONTENT
0 D a I
� I o
� 1 UPPER 1 DIKES)• 85`b COHESIVE SOILS 90 COHESIONLESS
r �j 10
Q
1 u aEC I�, 1Or � o � � —� `' � �'� / � � ^'h �4) �� � aA �� �\ �o. SO
( IS
3/n= , b I A ` 0 p 'b 4j_ +j 4. BORROW MATERIAL FOR DIKES: SEE ITEM 2 ABOVE.
4 I tc h Ik - '� .
,�Q 0'1 / �' 5. DIKE SURFACES SHALL BE FINISHED SMOOTH ENOUGH TO AFFORD
tST. i�11 E l0 / ,-• '�� \ x1ST M •ti 5 O .(o h h 1 l A SATISFACTORY SMOOTH BASE FOR APPLICATION AND
i I b p• / 0 -'�- ti �.IIIA�IC`cR Dt. \ I \ I ANCHORAGE OF THE POLYETHYLENE MEMBRANE.
p/1CIST 4F,, �. a� hh 1 �(D h0 (k� a1 k1 pth (k� (k!Ir D`0 A lD rl \ 4� l0 4 I�
5 ty �• 3 ti� ti n In 6. DIKE LINER SHALL BE 6 MIL POLYETHYLENE. LAP ALL EDGES
eI� I I /�����A ,y\ �� CI T� c�,Q M.L�V. � ,� (/ 6 FEET AND TAPE EDGE WITH WATERPROOF TAPE. BURY TOP
1
't � \ � ��C� �• c ��.�I•��--�- J la h /I � �_- � AND BOTTOM EDGES IN TRENCH AT LEAST 12 INCHES DEEP.
A,tD �� �(D / �r --- ADD DIRT PILES AND WINDROWS OR APPROVED PINS TO HOLD
1 "QCA� P,Q_K� ,� � __ _�� \ I I MEMBRANE DOWN THROUGHOUT DURATION OF PROJECT. REMOVE
Q 0 0 Q Q o p n CPO 0 0 � L A o EXPOSED PORTION AFTER FILLING OPERATION.
77777777`7-' 1 c Q0 QoOr 0 0 0 W ono ) 0 1 I
\ \ ��7 �- -- 1_ �' EXIST t�IA�►'E� \ 5 , I 7. CORRUGATED STEEL PIPE SHALL BE 12 CAGE, TYPE A, FULLY
qj _�� ti�� prK l0 zN r 6i lv BITUMINOUS COATED, CONFORMING TO AASHTO M36 AND M190.
�' : • • 1 -/. 0 a o Dt . h Dc / Dt A pt h
_1 a Elk, y� + r r 11P,, (D V (D (p y °� O q, 1 0 b ,h ' 8. CONCRETE SHALL HAVE. A COMPRESSIVE STRENGTH OF 3000 PSI
O A n� �� f l0 A �- F �J __/ D 5 \to �. Dc (0 A �j ' Ih A Cc Ot.
' ' ' 0 p X ID \ 1 (P 10 • lh� A/ 0 Q7 �� _ 3� 3 �j ti '�,A 2 �J n q � ✓k 'i V h q AT 28 DAYS. PROVIDE 4 TO 6 PERCENT ENTRAINED AIR.
p .`° a M _ ` c_ c D �c 1\ 1 r� �. _J v h y L� �; \ �- 2 3 0 q �\
�/ �- (o ' 5 �j nj i'j a 9. STEEL ANGLES SHALL BE A-36, HOT DIP GALVANIZED WITH HOT
Ip p. / , a. —,� �- f. �,,. 4 �� O U�. , ` a a n� DIP GALVANIZED BOLTS AND WASHERS.
00 v a J 'h °`'� a l gott 1 102 `' `�62 I,v u �, o to \ \ N a 4, � N �?� 'A �
JAV I ATIQfUAI MA�K��-,'�.��� �, p� � `I I
ti �r 0
ti rj u L
1 6 rpk 2 (y (o (�1. L �- Z� a n O 10. FLASHBOARDS SHALL BE S.Y. PINE #2 OR BETTER.
�a �-� \ 1 ; . SITE WORK CONSTRUCT I ON SEQUENCE FOR D IKES AND BORROW
LI
Q AREAS:
j1 y h \OFc�Uf cT C�d1t F FIF1.`•:- '�GU►JDI1;C1 I' G1 t .'.`�1 A. CLEAR SPOIL AREA AND DIKES TO WITHIN 1 FOOT OF
\ C I dS G-(Q f Q 4J ISO`. — `> TIG>rJ `LNG' t l C GRADE AND REMOVE AND/OR BURN DEBRIS FROM SITE.
I �/I pE.D 07V ►JI GLI T- ID1> I AT - -.L B. PROVIDE TEMPORARY DITCHING TO PROVIDE A WORKABL E
S )'i IS SITE DURING CONSTRUCTION.
I :SEE T LAN O ►
� C. INSTALL TEMPORARY SILT FENCES AND DITCH SWAI_E5.
EM L o o L
1). GRADE SURFACE TEMPORARILY TO PROVIDE STORMWATER
\gyp E L RUNOFF WITHOUT LEAVING PUDDLES OR CAUSING SITE TO
BECOME UNWORKABLY WET.
I ^ ` I r ` K
' k
J
1r�7� I1�/ \\VAJ
Ir�7 -E. DIG NEW UITCr1ES AND SWAL.ES, AND BU1LD DIKES.
L 4lnv' �C(`'i' 1 E L V Imo- E l� K ST G x: r� E Z Z EL Sp F. KEEP SURFACES FREE OF RUTS AND SLOPED TO DRAIN.
_t-
'x C. COMPLETE GRADING.
1 /, Al A�% a -1w I
� J/ I
a V_FN, e -171517-5� OF eXISTIsJ6- ,= — --- �-
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4 �
3 _
85'
'iG - _> _ _._ •-... _ t-`_ _ - "� _ _ =vim ; �-^ rr1—��I
coo SPILLWAY SOON -
I'
.IA,IL_ 51.-\'EXC:TI►.],E, j o \�/A.LEQ
4/Z0 A uA D C�.AL\l UAILS
Z PE1Z.?�IECE)
GRADE. VAf` IDS - I.O Tb + L�
i
?"X8" 5EUEL.
:DBE SHEET Ii_1q
�r
5 E12 r I LE
�5E CT I OIJ THIZU OEM/ SIZEA VWA-TECT I OIJ THIZU OEW SIZEA VWATEC
-70 I
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c�F
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_
-W_
,r= IN F rI F• I L l:JT
103 5ECT1 Ot\1 TH Fly NEW PIKE
4 TYP) G"X�"X'>O SPL(G� 5LAcK
�— -- --� n 5SPA �o'r � \VAS/8"1F•RV-Soy-T w�\``/ASHC'2'
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O- - - - O �o'' X �o" - O
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I I I I I I �,O TOM HALER_ ',. 4-f-6E I I
I I I I I I 1 I Sd.'-o"' \u�oFF SET 11J 1=LEV. I I
d
F $O O t� C t-I r� ►mil F`lE L S 1 DE;
IUS FCOQT ELEV4TIOQ QEV GiZEAEL IOEAIC�VAT
IlI .L Co x Co X f.7
10.E/7•� � . I ,~ _ II 1 {''
105 DETAIL_
{'4 - I Lpu
-- 5� DE�TA1 L 105
1 D4=
3CGo �'S1 CoNG.
i
Oco SECTION=
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1-IE\\I DIII
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SPot L AR vS 3 D D,t<
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D I SC_N ACE•
3 / / /
� LOCATION PLAN.
SPl LL\VAZ
Ste. 1�4
r I.T. �.
10' -MAX. SPACING
----------� H. AFTER COMPLETING EARTHWORK TO THE GRADES SHOWN,
APPLY MULCH AND SEEDING TO DIKE SURFACES.
-- ��i•I - I. NO RUTS SHALL BE LEFT IN THE SURFACE. SLOPE TO
DRAIN.
_ 1 rash` r� s io sokI_ fin �
109 TYP1L L_ SEC�IDN
STEEL OR WOOD � '()-� (),�(` K.yti--POST <
T �WIRE FENCE Ito X � S X Vvv90
' /-FILTER MEDIA
EXXON GTF_1Q-:-_
EOUAL
RMtD ATE r` /�S' a nz
S I - MIN. WIDTH 36" C/
a BACKFILL 6"
FTRENCH AFTER
• PLACING FABRIC
Lo3IZ
Li O 1 L1 6•' MIN.
r (V rn
INDICATED ON PL=,N AS )C x
NOTES
1. WIRE FENCE SHALL BE:A MINIMUM OF 32" IN WIDTH AND
SHALL HAVE A MIN MUM OF SIX. LINE WIRES WITH 12"
STAY SPACING.
Z. FILTER FABRIC SHAL.__ MEET OR EXCEED 150 LBS. GRAB
TENSILE (A.S.T.M-C-16-82)• ISO PSI BURST (A.S.T.M.-D-2263)
AND 70 ON C 0. E. E ) S. TEST.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER TY-'E .
4. WOOD POST SHALL FE A MINIMUM OF 6' IN HEIGHT AND 3"
TO IN DIAMETEF . WIRE FENCE SHALL BE FASTENED TO
A WOODEN POST Wi i H NOT LESS THAN iF 9 WIRE STAPLES
I - 1/2" LONG .
I o� - i LT F ESE DET,o.I L
3
d
Z
A,
V�cv, 'pvrc 0q- (N,
oc�c>✓ vv ��� �� 9x eava�i�
Lim-,��1� < �cz� .. �•�s��lr,�... `�c.•
BRANDYWI NE MARINA
ASSOuIATION
MARINA CHANNEL &
BREAKWATER IMPRONEMENTS
CONSL"A — Oeserz
LILTING ENGINEERS k PLANNFRS
805 NORTH THIRD STREET. WILMINGTON• N.C. 29402
PHONE: [phone] FAX: [phone]
Fig (-n.
,,.••��, CARp��w C t7 a 1 u 5
2 SEA; � C,, 26 9 S, FTT
3
04 --
FS a
��rw••. ncf ttY`, SC 1,
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t• IAA

112 2
,tea
f BRANDYWINE MARINA ASSOC., INC.
P.O. BOX 1062
MOREHEAD CITY, NC 28557 66- 112
531 1
O, R-DER9F
MONEY \
RATE
BNJ jJ1.�7� SAVING
.. MANGI ewwtwG wo r�wrcoM►ANY
MOR EIIEAD CITY, NORTH CAROLINA 28557
�isra �C-1 a. i 4I
p• 1100000 1 1 2 20 1:0 5 3 10 1 1 2 11: 12 3600 19
It

ST \"1•E: OF NORTH CAROLINA TEMPORARY SPOIL
COUNTY OF CARTERET EASEMENT
This easement, made and entered into this the v ci:a\ c:,t'
l yy4 , by and between I,TR Company, a North r'-, r•n l t rta
corporation ( hereinafter "Owner") , and Rrandti-t4 i r,r
\ssoc•iat ion, an association of lessees or slip-, ir, lsr:,r, l�"H"ilic
Ra}- Marina (hereinafter "Association").
RECIT.AL•S
Owner is the owner of a certain tract or pared I or I rin,9
situated in the Brandywine Bay planned unit development, said
1 r:ac i Leib 0'enern1 Iy known as the \ i 1 lri
��.�•� I%r1 loft to dopo�;i t shoi I fr•onl t hr' Ili%; ir11 F n:anc e
o f I Ire lirand� w i ne Ma r i na c•halille I a rr,l t Ile "1.1 r• i na
i t se• I f can t ho property of Owner, and t he Ira r-t. i vc• RO
ii� reed.
OPERATING PROvISTONS
1. This easement is without charge to the Association.
". This easement expires upon completion of the m:, i „i ,•narrc•c-
dredgi.ng or on a date nine months from the date Vic --roof,
whichever shall occur first.
i. Spoil shall be placed in a loc•at i orr t o he h'v
rltilter, upon ten days notice by \ssoc•i.at ion i„ rt,.rrt't
4. �I:ater ial deposited on the property of t hF- oc.nc r hc. c,n,e
1 he pr•oE>ert.y of Owner.
�ssoc•i<ation shall he responsible for :al I co-0 s :i•;so, iate•d
with the use of this easement.
li. Owner shall designate the route to he takeri I,,, i cle
d t eels; i nti contractor to gain access I o i he sl,,; i i 1 1,11 t
L r)1 v I d e d t hat t he rout e c•ho,,en slraI 1 be t I,�• nrc,�.t f i r rc,rrte
fea.s i I, l e without i nt: erference w i th i.he dove 1 c',l,rp0n t I' i fie
property by Owner.
7. Inc I uded in the dredging c•orit r•act sha 1 I bc- r ho rc•m;." ,r I of
s i I t a t. i on .i n the corners or the Marina , t.o a clopt It or "t
least four feet at mean low water.
S. Al 1 spoil shall be produced by "bucket " t ype .:•yt, i t-imi-lit-
not by hydrae t ic• dredg i rig methods, and sha I I ho 1 1•n,•I•,•.1 t o
the site.
9. Association sha 1. 1. indemnify and save ha r•rrl I ez:; I lri ,c. rrc�r
for any :and all claims for damage to persons or, I.,roilc•r•t
which may arise from the act.ivit-ies of the 1ssr, i:rt ii),-. car

�•ontrac•tor or contractors,
or rt•itll i re it's coast r•act.or•(s I to
c OVel-age for that purpose.
and ,Associat.iorl
carry,
y. 1st;( i:�t.ion shall be responsible for obtairl-iltt? :tI I
Itc t t ti�;1r� {,emits for the spoil deposit , including, if
lhlesedimentation and erosion corlt.roI P(-'rinit .
111 Vi t rless l:hereof, the part ies have set titF i r I,an,I ,IIid
I Il rmiII II I llt,i l' (III I' CIF -(.I ed nI't I-lfld 1"' .11111(, f•I t v
r r'espect i % e boards of di rFctc)rs, t IIF,
I'ilst .tl,t,�Ft.r•itIerl.
BRAMAR) NA ASS()(-1-iT10N
S FA I.
I�l
LTR COMPANY.
SEAL
v •%n
S POI LBNIA . DOC

GENERAL PERMIT APPLICATION INFORMATION
APPLICANT'S,1N0W: Brandywine Bay Marina Association (L. J. Hoffman)
(First) (Middle) (Last)
M,`I.ING ADDRESS: 202 Bogue Drive, Rt. 2
(PERMANENT)
Morehead City STATE NC
TELEPHONE: WORK ( 919 ) 726-0690 HOME ( 919 )
CONTRACTOR'S NAME: IMUD BUCKET DREDGING TELEPHONE NUMBER
ZIP 28557
247-5687
919-726-1191
PROJECT LOCATION: N.C. Hwy. # 24 SR # Road/Street Name Brandywine Bay Marina chann
Waterway Name ICW-Bogue Sound County Carteret
Town Morehead Township Subdivision Brandywine Bay
PROJECT ACTIVITIES:
PIER: Total dimensions of pier from MHW to platform NA NA
(Length) (Width)
'T' or 'L'-head platform NA NA NA NA
(Length) (Width) (Number of Mooring Piles)
Water depth at end of pier NA Number of Mooring piles NA
F T HOUSE/BOAT LIFT: Length NA
Number of Piles
BUI.KBEAD: #1 Total length NA
Average distance waterward MHW
Maximum distance waterward MHW
#2 Total length NA
Average distance waterward MHW
Maximum distance waterward MHW
Width NA
NA Water Depth
NA
NA
NA
NA
RIPRAP: Total length NA Base width from MHW
EXCAVATION: [MAINTENANCE 'ONLY'] See map attached
NA
NA
Length 310' Width 45'-55' Depth of Cut 1.5'-1.75'
Adjusted water depth on MLW 4.5'-5.0' Existing water depth(s) 2.3' to 3.6'
Estimated Cubic Yards (length x width x depth/27) no more than 1000 cubic yards
Type of spoil: Sand x Mud
Dragline None Backhoe to be determined Hydraulic axed
OTHER STRUCTURES: None at this permit request

GENERAL PERMIT APPLICATION INFORMATION
APPLICANT'S .NAME.. Brandywine Bay Marina Association (L. J. Hoffman)
(First) (Middle) (Last)
h—LING ADDRESS: 202 Bogue Drive, Rt. 2
(PERMANENT)
Morehead City STATE NC ZIP 28557
TELEPHONE: WORK ( 919 ) 726-0690 HOME ( 919 ) 247-5687
CONTRACTOR'S NAME: MUD BUCKET DREDGING TELEPHONE NUMBER 919-726-1191
PROJECT LOCATION: N.C. Hwy. # 24 SR # Road/Street Name Brandywine Bay Marina chann
Waterway Name ICW-Bogue Sound County Carteret
Town Morehead Township Subdivision Brandywine Bay
PROJECT ACTIVITIES:
PIER: Total dimensions of pier from MHW to platform NA NA
(Length) (Width)
'T' or 'L'-head platform NA NA NA NA
(Length) (Width) (Number of Mooring Piles)
Water depth at end of pier NA Number of Mooring piles NA
P T HOUSE/BOAT LIFT: Length NA
Number of Piles
BULKHEAD: 4/1 Total length NA
Average distance waterward MHW
Maximum distance waterward MHW
#2 Total length NA
Average distance waterward MHW
Maximum distance waterward MHW
RIPRAP: Total length NA
EXCAVATION: [MAINTENANCE 'ONLY']
NA
NA
NA
NA
NA
Width NA
Water Depth
Base width from MHW NA
See map attached
NA
Length 310' Width 45'-55' Depth of Cut 1.5'-1.75'
Adjusted water depth on MLW 4.5'-5.0' Existing water depth(s) 2.3' to 3.6'
Estimated Cubic Yards (length x width x depth/27) no more than 1000 cubic yards
Type of spoil: Sand x Mud
Dragline None Backhoe to be determined Hydraulic t
OTHER STRUCTURES: None at this permit request

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to
( e of ProlArty Owner
is property located at
Lot, Black, Road, et6:)
on ,,e..vr) L in �i1z���C�aC`.- 1 r',w���h�,_,� N.C.
(W erbody) (Town and/or Count°)
He has described to me, as shown below, the development he is
proposing at that location, and, I have no objections to his
proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT:
(To be filled in by individual proposing development)
e o Vl NY�c'%,— '\ (7
1 O 00 CAL, U� -S C�vZi� >G1 a, IYL
ZG
J
\
Sigga Iejl" V.
Print or Ttrpe Name
(� o)aqo_
elel5hone Number

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to
of Pro ty Owner)
Lot, Bldck, Road,
is property located at
on L- `'.:n, in _��z� 1\�aC� h <�4v�� �,_� N.C.
(W erbody) (Town and/or Count7°)
he has described to me, as shown below, the development he is
proposing at that location, and, I have no objections to his
proposal.
DESCRIPTION AND/OR DRAWING OF -PROPOSED DEVELOPMENT:
(To be filled in by individual proposing development)
S
NY cl-A��' �-� Caae,
signature
CAICwowu
Print or Type Name
)
Telephone Number

ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to
- ' V� Cam'\ r, Is property located at
( e of Proi@rty Owner)
Q Q (Lot, BlOck, Road, eta:) V r
on (�Ovn � , in N.C.
(W erbody) (Town and/or Count )
He has described to me, as shown below, the development he is
proposing at that location, and, I have no objections to his
proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT:
(To be filled in by individual proposing development)
1© 00 cu . ta� s c ��z C �'A� r�X
Signat e I
Print oriType Name
91C��� 1- � -
- >
Telephone Number