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1 i RELEASE FOR PERMIT ,a~CA 6 01 S KA 6/01/06
2 LAMA 1 COMMENTS JKA 9 8 ACA 9/18/06
~ CAMA I COMMENTS ~1~A 2 C 42/05/06
NQ, D~~CRIPTIOI~ r AT
~Y D 3Y DATE SEAL.
ev~s~or~s 15364
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PUMP OUT GANGWAY GANGWAY G~ GANGWAY GANGWAY AN W •
FUEL PUMPS tl p G GAY GANGWAY GANGWAY Q0
FUEL TANK ~ r- co c7
45.00' w N Ln
C < ~ pry
NOTE: v CY
' ALL FIND I ' ER P ERS ARE 3,5 WIDE ° <t ~N 0 O
45.00' UNLESS OT~IERWISE NOTED.
LLJ 7-
1 S' 3' 18' 6'
° 77 <
v L- Q E c co
BASIN DIKE ELEVATION = 18A' W 0
MAX. TOP OF SPOIL WATER ELEVATION = 17,0' 3 / ~ 3 17~ 0' T 1~ m C7
~ SILT FENCE ~ 1 1~
r ~ ~ ~ ~ ~ V 0 DR~pG~ FOIL (1600, CY MAX;•~CAPACITY W WJ n z c.~
° ° _ a ~ , ~ ~ SILT FENCE / ~ ~ NATURAL GRADE ELEVATION = 12~ ; , r~ ~ `
45.a0' ~ r r~ 4 NATURAL: GRAD~.EtEVA11ON.~.12~ P i z.~~ . M7 M7 ~ ~p N
a L N
E RA BASIN BOTTOM ELEVATI = ' ON 9,5 r O~w
O VEL CONTROL. r" 1, EARTHEN DIKE MATERIAL SHALL CONSIST OF CLEAN FILL MATERIAL OBTAINED FROM THE BASIN EXCAVATION. o~
° p M7 M7 ENTRANCE r,~x~C ~ ALL ORGANIC MATERIAL SHALL BE STRIPPED FROM THE BASIN AND DIKE AREA AND SHAL „r,~ , .x L NOT BE U11LI~ED IN THE DIKE CONSTRUC110N. ~a o
45.00 ~ X M 1 ;~,x;;`~'``:'~ ' ~ , :t;, 2. DIKE CONSTRUCTION SHALL OCCUR 81' PLACING FILL MATERIAL IN MAXIMUM 6-INCH L! , t FTS. EACH LIFT SHALL BE c~ c
1 n > , ~ COMPACTED TO A MINIMUM OF 95Y OF ASTM D 1557, y. ~
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GANGWAY GANGWAY ~ . 1E
- ~
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1f } - ~ h~7 ~~oi ~ ~ --dn SELF AN H I 2O C OR NG
MtIHL F'WI ~@ ti U.L. MAX
~i~ O O O
12 GUAGE 6 X 6 IMRE MESH ~
o ~ o ° 0 6" LAYER OF COARSE AGGREGATE 3' ~ FILTER FABRIC o 0 0 o OVER 12" LAYER OF STONE BASE ;ATE Q O ~
CONTAINMENT BASIN DATA: ASE Cf)
0 0 o COARSE a„ ~ 50' 00000
A FLOATING DOCK SYSTEM LAYOUT TOTAL CONTAINMENT CAPACITY = 1,600 CY MAX. 600 CY MAX. FLOW ~ O ~ O ~ 1 O~ U
M7 M7 SCALE 1°-40'
~ ~ ~ ~ ~O~O~OD 1~~
SEQUENCE OF OPERATION
1. OBTAIN ALL APPLICABLE PERMITS. 3'
2. CONDUCT PRE CONSTRUCTION CONFERENCE. NFERENCE. EDGE OF EXISTING
3. INSTALL EROSION CONTROL DEVICES. Es. ~ ROADWAY PAVEMENT
4. CLEAR, GRUB, STRIP BASIN AREA. N o
5. EXCAVATE BASIN AREA TO FORM CONTAINMEN CONTAINMENT DIKE.
6. INSTALL TEMPORARY SEEDING AND GULCH ON GULCH ON CONTAINMENT O
BASIN OUTSIDE SLOPE AND TOP. D SILT FENCE E CONSTRUCTION ENTRANCE
7. INSTALL INFLUENT AND EFFWEN7 PIPING. B. PERFORM DREDGING - 1,600 CY MAXIMUM. PIPING. ~nxiMUM. M7 M7 NOT TO SCALE M7 M7 NOT TO SCALE W
9. ALLOW SPOIL TO DEWATER.
10. EXCAVATE SPOIL AND TRANSPORT TO PERMA 11. REPEAT STEPS 7-9 AS NEEDED TO COMPLET ' 12. GRADE CONTAINMENT DIKE TO LEVEL BASIN 13. SEED AND MULCH ALL DISTURBED AREAS. 'T TO PERMANENT DISPOSAL SITE.
i0 COMPLETE DREDGING (5.8 CYCLES}.
:VEL BASIN AREA.
D AREAS.
14. REMOVE EROSION CONTROL DEVICES. DES.
ADDITIONAL DEWATERING REQUIREh~ENTS NTS:
1. THE DREDGING CONTRACTOR SHALL BE RESP SUPERV1510N Of THE DEWATERING OPERATION IN PERSON IN THE IMMEpIATE AREA OF THE CONTA DIKE EROSION, OVERTOPPING OR OTNER THREATI THIS PERSON SHALL BE IN POSITION AND IN DIR LL BE RESPONSIBLE TO PROVIDE FULL TIME
1PERATION INCLUDING POSTING (i) FULL TIME
" THE CONTAINMENT DIKE TO ENSUkE THAT
NER THREATING CONDITIONS DOES NOT OCCUR.
J AND IN DIRECT COMMUNICATIONS W1iH
THE DREDGE OPERATOR AT ALL TIME DURING DR E DURING DREDGING OPERATIONS.
05125.DWG

7 RELEASE FOR PERMITS JKA 6/ 2 CAMA COMMENTS JKA 9/ 3 CAMA COMMENTS JKA 12 N0. DESCRIPTION BY D Revisions JKA 6/01/06
JKA 9/ 18/06
/ ~ '+~tf? •Q'~:~r~'r JKA 12/05/06
' / ,6 ~1 / BY DATE _ SEAL.
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SHEET PILE BULKHEAD B. O 9 T V V PROPOSED GRADE ALUMINUM GANGWAY
-~~'1 F-i
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~ ' 6' WIDE WOOD WALKWAY ~ ~ ~
TYPICAL EACH SIDE ~
~ 9 \
TIMBER WHALERS GALVANIZED LO r"
TIE ROD ' 00 Q N Ln
a a Q Q ~ ~ ~ ~ 9 10' MINIMUM Q
° ° a \ ~a I 0.0 TW NEW BASIN7
~ Q) Q) 0
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Q ~ D a d a ~ °o~ ~6 ~ 8 0 0 TW VINYL SHEET PILE 'c N Ln
a a ade \ ~,r---! a T-
e Q ~ e TIMBER TIE-BACK PILE ELEVATION = -6.0' FLOATING DOCK SYSTEM
0 <
Q)
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~ C-0 00 W C]
`~a~~ ~ C'fl C~
2i- ~~a ~ o0
~v ~ 2 PROPOSED BOTTOM ELEVATION =VARIES BETWEEN -7.0' & -8.0' y, 0 z QO
11 C ~p N
~-v ~ J
LO N 6nowNa `..xw
Xc ~ >
m o
~ ~ 6' WIDE WOOD WALKWAY r~
\ ~
8' MINIMUM
EMBEDMENT
.
3 TYPICAL BULKHEAD CONSTRUCTION
INFILTRATION BAS1itl ~ M6 M6 NOT TO SCALE
BOTTOM=9.5'
TEMPORARY POOL=10.8'
~-TIMBER PILE
A ENLARGED HAUL-OUT AREA
M6 M6 SCALE 1"=20'
CONCRETE APPROACH SLAB so' STOP ANGLE
HD GALVANIZED STEEL REINFORCED CLEAT CONNECTIONS
SLOPE: 1/8" PER 1' RECESSED WTERIOR (STANDARD)
10- PILING GUIDE
~=III-III III-III-III=III III=III=111_1 I I-III I i l_I I I III-I I I`I 11=III-11 l_ (OPTIOf~AL)
''--III-III-I I I_~ i 1-III-I I I_I I I III-I ~I-1 I I-III-I I I. I I-I 11=T_I-1 I I-III-1 - I i I I I I IJ I I-III-III-1 I I-I 11=1 I I-1 11=1 11=1 11=1 I I-III-III -1 11=1 I I-I i I_
- I I-1 I I-1 I I:-III-I 11=1 I I-III-1 ~-1 I I-~-1~ I-1 11-1 I I-: 11=1 11=1 11=1 I I 5- 6 =-Illii~lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllflllllllllll~llllll~~ r-~
i I 1--I 11=1 11=1 I I-1 I I-III-I 11=1 I I-I 11=1 I t=1 I I-I 11=1 I I-1 11=1 I -TI_=III=III=III-III=III=I=III-III=X11=1~1_I11=III 0 NORMAL WATER LEVEL DECKING OPTIONS WITH 300 SERIES S/S SCREW FASTENERS
i i-1 11=1 I I, ~ I I I i i I~ I I I I I I I I I I I I I I I IT_I; ~ I I I I I I I I I I I I I I I I~I
-i 11-1 I I.~ ~ i I I I-1 I I-1 I I-1 I -
III-_l-III, -5
EARTHEN FILL-~ '-'JV- ( ---7
BRIDGE MEMBERS THRU BOLTED
SHEET PILE BULKHEAD TO FRAME MEMBEI~S
MECHANICALLY LAMINATED Cf)
DESIGN DEPTH IN HAULOUT WELL = -7.0' DOUBLE BANDING (210 SERIES)
HD GALVANIZED STEEL RIENFORCED TRIPLE BANDING (370 AND 312 SERIES)
~ HAULOUT WELL INTERCONNECTIONS (STANDARD) THRU BOLTED TO FRAME MEMBERS
M6 M6 HORIZONTAL SCALE: 1"=10'
VERTICAL SCALE: 1°=10' HD GALVANIZED STEEL n TIMBER PILE
DIAPHRAM (AS SPECIFIED) ~
NEW SHEET PILE BULKHEAD I3/4" DELRIN LINED EXTERIOR PILING GUID ~HOQP OR ROLLER TYPE) (OPTIONAL) LING GUIDE C
) NAL)
1RAVEL LIFT WHEEL ALIGNMENT TOP OF BULKHEAD /PIER ELEVATION = 10.0'
6' WIDE WOOD WALKWAY ~ 24.75'-CONFIRM HD GALVINIZED
TYPICAL EACH SIDE 10- ANGLE BRACKET
III=1_TI~ 1==III=III III=III=1 ~II!==III- y - INTERIOR AND EXTERIOR
1=III-=11 III--III=1 1=III-III 1=III=1' 6
.III-J I I_ 1=1 11=1 I I III-I 11=1 III-1 I I. 5 -f I I-1 III-III- I 1=1 I I=1 I I 11=1 I F-=
_ ' I 1=~- 1==1 11=1 I I III-III-~ -1 11=1 I - HIGH DENSITY POLYETHYLENE ENCASED, EPS FLOTATION
-III-III-I I_I-III=I 1=III=III=III-III= 'I_, Illi~~lll~,~llli~illli illl~~~lllllllll~iilll~;;l' NORMAL WATER LEVEL 70% TO 100% COVERAGE (210, 310, 312 STANDARD)
SHEET PILE BULKHEAD - UTILITY CHASES LINED w/ DIAGONAL BRACING & CROSSMEMBERS I
-5 - MOfJOFII_AMENT GEOTEXTILE FABRIC (STANDARD)
-7
SHEET PILE BULKHEAD (STANDARD)
DESIGN DEPTH IN HAULOUT WELL = -7.0'
2 CROSS SECTION AT LIFT /LAUNCH PIER 4 TYPICAL FLOATING DOCK ISOMETRIC DETAIL
M6 M6 HORIZONTAL SCALE: 1°=10' Ms Ms NOT TO SCALE
VERTICAL SCALE: 1"=10'

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¢ ~ ~ ~ ~ " Cm ~c ~ RELEASE FOR PERMITS JKA 6
~ ~ ~ ~ m ~ JKA 6/01/06
u7 ~ `x ~ J h t~f~ ~ U W4. WC1. ~ 2 CAMA COMMENTS JKA 9 3 CAMA COMMENTS JKA 1 ~ N0. DESCRIPTION gv 0 JKA 9/18/06
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05125.DWG

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~d as a ¢ ¢ U Z N~ 2 1 CAMA COMMENTS JKA 9 JKA 9/18/06 see 0 `~•i,~~
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S 55'46'03" E ~ R S KA 6/01/06
w ~ w.,~~--~--... 2 LAMA COMMENTS AKA 9 18 I KA 9/18/06 %k CARQ
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~ ~ tat 3p•. ~ arrEtaranwaetam ~ f r ~ ~ TOTAL SITE AREA; 40.74 ACRES INCLUDING EXISTING 5.89 ACRES BELOW NORMAL WAT U ER LE EL
i \ TOTAL ENTRANCE CHANNEL ACCESS EASEMENT AREA: 1«fi2 ACRES NUMBER OF SLIPS: 151 TOTAL
AA AtW ~A1M AREA OF DOCK5: 18,328,59 SF, 4.42 ACRESt, 1.43% OF TOTAL SITE AREA
~MI f~. TOTAL LENGTH OF BULKHEAD: 1,491 LF SITE AREA WITHIN CAMA AEC: 584 582 SF 13,33 ACRES 32.7 % F
~.n I ~ A BIk1 N0 1 2 0 TOTAL SITE AREA PROJECT BUILT-UPON AREA: 492,775 SF, 11,31 ACRES
D m ~ ND~OU~ED 1 a BOAnAR6 AREA ~ i % BUILT-UPON AREA; 32.5% OF TOTAL LAND AREA
i PROJECT BUILT-UPON IN 75' CAMA AEC: 31,345 5F, 4.72 ACRES 5,39% OF 75' CAMA A , AEC REA ~ ' PROPOSED TOTAL DISTURBANCE IN 75' CAMA AEC: fi5,59$ SF, 1.51 ACRES 11«33% OF 7 ' AMA O
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; TOTAL SITE AREA: 40,74 ACRES INCLUDING 7,89 ACRES BELOW NORMAL WATER LEVEL
TOTAL ENTRANCE CHANNEL ACCESS EASEMENT AREA; 1,62 ACRES
~ Mlnneantt Gatf do Country Club ~ NUMBER OF SLIPS: 152 AREA OF MAIN DOCK: 14,938:60 SF
; O9, 160, Pg, 121 ' ° " COUNTRY 6 D Yt: u, 806 CLU Rf AREA OF FINGER PIERS: 12,704,16 SF a
ARAPAH NC 28610 08, TOTAL ALL. DOCK AREA: 27,642.76 SF
~ ~ ~ ~ TOTAL LENGTH OF BULKHEAD: 3,272 LF SITE AREA WITHIN 75' CAMA AEC: 327 305 F 7 S , .51 ACRES, 18,44% OF TOTAL SITE AREA
if f~E Qf 1{V QSGQ PROJECT BUILT-UPON AREA: 492,775 SF, 11.31 ACRES, 32.5% OF TOTAL LAND AREA
PROJECT BUILT--UPON IN 75' CAMA A C, 1 ' E 52,3 0 SF, 1,20 ACRES, 15,99% OF 75 CAMA AEC AREA
Ntl4se Rl~ ~ ~ w6 r Or/~ ~ ~ ~i ~ J PROPOSED TOTAL DISTURBANCE IN 75' CAMA A ~ 1 ' EC. 2 6,234 SF, 4.96 ACRES, 66,10% OF 75 CAMA AEC AREA TO CREATE/RESHAPE BASIN:
~ ~ ~ EXISANG MARINA , FILL TO BE PLACED BELOW LIMITS OF EXISTING NWL: 10,566 SF, 2739 CY
~ a i ~ 1U BE ofkfouSNt'T) Rema+ning Property of ~ ~ Mlnnesott Gaff & Country Club FILL TO BE PLACED ABOVE LIMITS OF XI Ti E S NG NWL: 10,566 SF, 234$ CY
~ ~ 5ouree: 48 150, PG 121, D8 i60, Pg 284, ~ ~ ~ , 06 180, Pg 488, D9 3f 4, Pg 498 & 440 UPLAND CUT TO CREATE~~ AREAS BELOW PROPOSED NWL; 72,390 SF, 32173 CY
4' ut DREDGING TO ESTABLISH DESIGN GRADES IN EXISTING BASIN FOOTPRINT: 9,200 CY
~ i~ ~ i ~mrl is a, ~ TOTAL SPOIL, TO BE DISPOSED OFF SITE: 27 086 CY
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r"'~ ~a1i rr i 4WKM M. N{°I?Ilt ? ' ARAPAHOS, NC 2$510
EXI5~NG CHANNEL MARKER ~ ~ ~ Ldp y 1 i ~ ~ Al n C " 4~ TO REMAIN ~ ~ [phone] DEED REFERENCE: PLAT CABINET A, SURE 140-1$ 14
,,~C; ~x n ~c,HCaT ~~AU err o ~ ~ ~ ~ • , PROPERTY IDENTIFICAl1ON N0. (PIN); FO93-85-1 (MARINA), F093-B5 (MINNESOTT GOLF AND COUNTRY CLUB )
ae. szr, Pc. 632 ~ ~ ,,..,~.a„w-~' _.~~~w,.. SITE ZONING: RM (PUD DISTRICT OVERLAY)
244 I6>,~t dRn~ ~ w;;- ~ ARAAAMOE, t~ 2!!610 r` s ° ~ ~ ~ UTILITY SERVICES: WATER - PAMLICO COUNTY (PUBLIC) SEWER -PRIVATE ON SITE SEPTIC SYSTEM
" ~ I~DJACEIVT R1RARIAN ELECTRIC -TIDELAND EMC
r~ ~ X. ' Janoe R, ~ ~ uf~fta H, IlcUpntdd TELEPHONE -SPRINT
.wra.una~1 i~ ~~i ~ ~ ~ ` n,e. su, Rc, a+.3 ~ ~i GENERAL NOTES:
A OVERALL SITE PLAN i~,; Neuse River ~ 1, ELEVA110NS SHOWN ARE BASED UPON A TOPOGRAPHIC MAP PREPARED BY ATLANTIC SURVEY AND DESIGN. BASED ON DATUM NAVD 1988,
SCA E; 1" ~ ~ CS CS L --200 ~ , Neuse River 1 ' 2, COASTAL WETLANDS ARE LOCATED ON THIS PROPERTY AS DELINEATED,
,x 3, NEUSE RIPARIAN BUFFER AREAS ARE PRESENT ON THE PROJECT SITE AS DELINEATED.
ew","~emMp 4. CAMA AREAS OF ENI~RONMENTAL CONCERN (AEC7 ARE PRESENT ON THE PROJECT SITE
AS DELINEATED,
E~lSfING H C AIVNEL MARKER, 5, THE RECEI~NG WATER COURSE FOR THIS PROJECT IS NEUSE RIVER
TO REMAIN
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