Harborside

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41,
®,CAMA/;&L
REDGE & FILLf ` ��a .31 �_; e
GENE PERMIT Previous permit P
C7New ❑Modification ❑Complete Reissue ❑Partial Reissue Date previous permit issued
As authorized by the State of North Carolina, Department of Environment and Natural Resources
and the Coastal Resources Commission in an area of environmental concern pursuant to 15A C11
j
Rules attached.%
Applicant Name a w-,'' 'i, f Project Location: County
114 Address , s� } { Street Address/ State Road/ Lot #(s) f ;�
$ p, `•' �r /
. Ity '$ 4. �i a r j 4l State ¢ ZIP �` "" L-' {. ` o .p
x _ }-
14
Phone # Fax # (_) Subdivision
Authorized Agent f . X City �� '` f f' ZIP
o ew liw tPTA ❑ les ❑ Prs " M '
Phone # ( ) River Basin ' 4
Affected ❑ OEA ❑'HHF ❑ IH ❑ UBA ❑ N/A
AEC(s): Adj. Wtr. Body,(.(�.C3.'man unkn
Closest Maj. Win Body '' + .i '
ORW: yes / . nU PNA. ' yes / Crit.Hab. yes / no q �f
Type of Project/ Activity F 4 ° '--Q `
7
(Scale: )
-Pier1wockYlength
Platform s
roin length
lulber
.,a;i'g distance offihore
max distance Ashore
Basin, channel
MEEM
MEN
UMMEMMEEM
me
MIN
milli
M
SEEN
MEN
IN
M
IN
EIMM
MEN
M
0
ON
INN
ON
cubic yards
NEE
M
M
ME
0
ONE
0
M
Beach Bulldozing
1091
0
MIN
ME
MEN
11
MIN
�
,
EMME
�m■ems
�
.
NOME
Shoreline Length
E
011101M
NINON
NEE
----
A building permit may be required by: A of ,,'v " rl' � _ r ❑ See note on back regarding River Basin rules:
+Notes/5 Special on itions
f r , t� i t!
/.•. '; f I r 1`:'
fo
Y• ♦ i�3' '} •'_.r
a^f '�'4,+ 1; r I
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Agent or A 'nt Printed ame
Permit Officer's Signature
Signature Please read�ompliance statement on back of permit ` '
Issuing Date }° i
Expiration Date
w
�AppTicauon Feels) ®Check #
Local Planning,ju isdiction
-Rover File Name
..^.Ca..ws!1-�..
ht ..1.. r._ 1✓..a.s. -. ..h. it•.. .i....t � iY_._ .-....e.,v3i �. IL 3
_ 1. , ..
.... . �-'��� � -

Statement of Compliance and Consistency
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 or criminal or civil action; and may cause the permit to become
null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance. The
applicant certifies by signing this permit that 1) prior to undertaking any activities authorized by this permit, the applicant will
confer with appropriate local authorities to confirm that this project is consistent with the local land use plan and all local
ordinances, and 2) a written statement or certified mail return receipt has been obtained from the adjacent riparian
landowner(s) .
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certifythat this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
❑ Tar -Pamlico River Basin Buffer Rules ❑ Other:
Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules for the
River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the NC Division of
Water Quality. Contact the Division of Water Quality at the Washington Regional Office (252-946-6481) or the Wilmington
Regional Office (910-796-7215) for more information on how to comply with these buffer rules.
Division of Coastal Management Offices
Raleigh Office
Mailing Address:
1638 Mail Service Center
Raleigh, NC 27699-1638
Location:
2728 Capital Blvd.
Raleigh, NC 27604
919-733-2293
Fax: [phone]
Morehead City Headquarters.
400 Commerce Ave
Morehead City, NC 28557
252-808-2808/ 1-8884RCOAST
Fax: [phone]
(Serves: Carteret, Craven, Onslow -above
New River Inlet- and Pamlico Counties)
Elizabeth City District
1367 U.S. 17 South
Elizabeth City, NC 27909
252-264-3901
Fax: [phone]
(Serves: Camden, Chowan, Currituck,
Dare, Gates, Pasquotank and Perquimans
Counties)
Washington District
943 Washington Square Mall
Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Bertie, Hertford, Hyde,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
910-796-7215
Fax: [phone]
(Serves: Brunswick, New Hanover,
Onslow -below. New River Inlet- and
Pender Counties)
Revised 08/09/06

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VOwds
nP
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
permit may be requi I-11c) lengthSee note on back regarding Rlyer Basin rules.
ns
er
eadcomplla[�cestatementonbackofj�ermrt�''�,�� � L' � ISSUIn�UdCe � }� ' � n�a" �r �� �°��st �;k�irdtlU[iQat4 {
� � = �. � Local P(annln a sd�cuo � � overFile Name

c
C
6 L01-' j]tflV rn 1� . yt� ]s EA—Znbar.h5L
Applicant:
Date:
Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
found in your Habitat code sheet.
Habitat Name
DISTURB TYPE
Choose One
TOTAL Sq. Ft.
(Applied for.
Disturbance -total
includes any
anticipated
restoration or
temp impacts)
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp.
impact amount)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
temp impacts)
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
amount)
redge ❑ Fill Both ❑ Other(
40'
/
Dredge ❑ Fill-[.] Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both' ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ .Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑ .
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ . Fill ❑ Both ❑ Other ❑
Dredge ❑. Fill ❑ Both ❑ Other ❑
�•m�riissd: �4�Ji��/'f ��

N.C. DIVISION OF COASTAL MANAGEMENT
AGENT AUTHORIZATION FORM
Date /.,/ ! D 1_
I;ECENED
OEC 19 M3
Name of Property Owner Applying for Permit:
Dcm-mm cnY
Mailing Address:
AJ
D
I certify that 1 have authorized (agent) i�i � �2,g�i'� � „z�� �c�� to act on my
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
install or construct (activity) aL, Lje-j,4&nr7
at (my property located at)
This certification is valid thru (date)

I hereby certify that I own property adjacent to
(Name of Property Owner)
property located at
's
(Address, LpIt Block R d, etc.
on CEO , in Yet lloK;; §o ! �- , N.C.
(Waterbody) (Cityfrown and/or Coun )
The applicant has described to me, as shown below, the development proposed at the above
to i
have no objection to this proposal.
have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
(Individual proposing development must fill in description below or attach a site drawing)
50' b �
zoo 1- aC17r
WAIVER SECTION
I understand that a pier, dock, mooring pilings, breakwater, boathouse, lift, or groin must be set
back 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.
I do not wish to waive the 15' setback requirement.
(Property Owner Information)
Signature
Print or Type Name
Mailing Address
City/StatelZip
Telephone Number
Date
(Adjacent Property Owner Information)
a ure
r � �
Print or Typ Name
Add ess /e
City/ate ipip /p
Telephone Number
/-0•ig•/ :?
Date
(Revised 611812012)

ConnectGIS Feature Report
Page I of I
OCONNECCarteret2
TGIS Printed December 17, 2013
WEB HOSTING See Below for Disclaimer
87 Parcels -Updated 12-05-2013
El
Centerlines
County Boundary
13
Other County
:all other values>
91h
Cart
PIN
2, A
Acreage
arcel Dimensions
Lot Number
1~
2
51 3 0
2 e 1'9 2013
a,
1330
F
S :75 Feet
The information displayed by this website is prepared for the inventory of real property found within this jurisdiction and is compiled from
recorded deeds, plats, and other public records and data. Users of this information are hereby notified that the aforementioned public primary
information sources should be consulted for verification of the information contained on this site. Carteret County assumes no legal responsibility
for the information contained on this site. Carteret County does not guarantee that the data and map services will be available to users without
interruption or error. Furthermore, Carteret County may modify or remove map services and access methods at will.
http://carteret2.connectgis.com/DownloadFile.ashx?i=_ags_mapf2cd I e25 0... 12/17/2013

F
Joseph C. Rasberry III 12/20/2013
President— Harborside HOA— Harborside Club at 70 West.
4425 Arendell Street
Unit #701
Morehead City, NC
Mr. O.C. Mitchell
This letter from the Harborside HOA at Harborside 70 West Club is provided as evidence from the board
granting permission to you and your firm to provide the work associated with the renovations of the
docks and all associated appurtenances associated with these improvements.
The board has agreed to this work and having O.C. Mitchell & company complete the agreed upon
renovations.
Thank you for your attention to this matter,
9r�
Joseph Rasberry
�ftBC�IVE�
DEG 1 � 2U�3

R
INSTALLATION SEQUENCE
I. DEMO & REMOVE DECKING AND TIE -DOWN MEMBERS.
2. DEMO & REMOVE AND DISPOSE OF EXISTING WOOD SHEETPILES AND BULKHEAD.
3. INSTALL NEW SHEETPILES AS SHOWN ON DETAIL BELOW.
4. INSTALL AND CONNECT MANTA RAY MR-1 TIE BACK ANCHORS.
5. RE -INSTALL WATER LINES TO PEDESTALS.
6. COMPLETE INSTALLATION TO BE PRESSURE TREATED.
7. RE -INSTALL WATER LINE TO SERVICE PIER UNITS.
8. INSTALL ELECTRICAL PEDESTALS AND CONNECT BACK TO METER BANKS
SUPPLIED BY DUKE ENERGY. SEE DWG. E-1.
9. NOTE THAT EXISTING WOOD BULKHEAD TO BE DEMO AND REMOVED..
10. ALL BOLTS AND TIE BACK RODS TO BE 3/4" HOT DIP GALVANIZED,
ALL SCREW FASTENERS TO BE STAINLESS STEEL.
2X8 TIMBER 2X8 TIMBER STRINGERS
DECKING (TYP)
LANDSCAPE BED/GRASS AREA
MANTA RAY MR-1
TIE BACK ASSEMBLY
TEST TO 10,000 LBS.
15`-0"
1=
FILTER CLOTH
ENTIRE LENGTH
OF WALL S TURN
® 8.0" ENDS
314" X I IP HOG TIE ROD
OGEE WASHERS
EACH END 70 O.C.
USE CONNECTORS AS NEEDED
8X8 WHALERS
TYPICAL
18' LONG VINYL r �-
SUPERLOC ---`
SHEET PILES
0.41 THICK
EXISTING
EARTH FILL7,,,,,
A Remediation
S-1 SCAM:118" -1'-W
ELEV. +5.0 FT.
2X8 TIMBER FASCIA
TYR ELEV.
Timber Bulkhead
ELEV. +3.0 FT.
3W X IV HDG
THRU BOLTS
ELEV. 0.0 FT.
MUD/SAND/FILL
LANDSCAPE BED/GRASS AREA
11
C
2 FILTER CLOTH
ENTIRE LENGTH
OF WALL A TURN
O V4r ENDS
MANTA RAY MR-1
TIE BACK ASSEMBLY
TEST TO 10,000 LBS.
INSTALLATION SEQUENCE
1. DEMO & REMOVE EXISTING DECKING, STRINGERS AND TEE -DOWN MEMBERS.
2. INSTALL SHEETPILES AS SHOWN ON DETAIL BELOW.
3. INSTALL AND CONNECT MANTA RAY MR-1 TIE BACK ANCHORS.
a
4. INSTALL ALL NEW CAPS, WHALERS AND NAILERS, ALL TO BE MARINE GRADE.
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5. COMPLETE INSTALLATION TO BE PRESSURE TREATED.
z
6. RE -INSTALL WATER LINE TO SERVICE TO PEDESTALS.
o
7. INSTALL ELECTRICAL PEDESTALS AND CONNECT BACK TO METER BANKS
SUPPLIED BY DUKE ENERGY. SEE DWG. E-1.
8. NOTE THAT EXISTING CONCRETE BULKHEAD WILL REMAIN IN PLACE.
ALL WORK TO BE DONE ON SHORE SIDE OF EXISTING BULKHEAD.
'
9. ALL BOLTS AND TIE BACK RODS TO BE 3/4" HOT DIP GALVANIZED,
Cx
ALL SCREW FASTENERS TO BE STAINLESS STEEL.
15'-0"
TYPICAL
REMOVE AND KEEP
EXISTING TIMBER
STRINGERS
9'•O"
U.11 _ 3/4' X 14" HDO
THRU BOLTS
314" X UP HOG TIE ROD
OGEE WASHERS
EACH ENO O.C.
USE CONNECTORS AS NEEDED
8X8 WHALERS
TYPICAL
I& LONG VINYL
SUPERLOC
SHEET PILES
EXISTING
0.41 THICK
-��
HARBORSIDE CLUB AT 70 WEST
FINGER PIER 111-Q �
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C_1 SCALE: NTS
EARTH FILL HOLD CONCRETE PANEL
AT THEIR CURRENT
POSITION
FINGER PIER
EXISTING -f
CONCRETE PANEL
B Remediation
S-1 SCALE:11e"01'-w
PEDESTAL
2X8 TIMBER STRINGERS STABILIZING MEMBRANE
USE AS LARGE AS CAN FIT
EXISTING UTILITIES
ELEV. +5.0 FT.
ELEV. +3.0 FT.
EXISTING
CONCRETE CAP
APPROX. 7'-0" O.C.
ELEV. 0.0 FT.
,-
MUDISANDOLL
ITYP. ELEV. UNKNO�
Concrete Bulkhead
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LISTED
APPVA BY WAG
DATE tam-i�
DRAWING NUMBER
S - 1
1

#6 CO
3/c #8
1 # 10 E.G.
THHW CONDUIT
1" PVC CONDUIT
1# 10 E.G.
CONDUIT
SCHEDULE 80
NOTE; CIRCUITS
NO. 1 THRU 48
USE THIS SCHEDULE
ALL CIRCUIT BREAKERS FROM #1 THRU 048
WILL BE 50 AMP
G.E. NO, OR EQUAL TMMR66112R
MODULAR METERING 6 SOCKETS & BREAKER UNITS
TWO MOUNTED AT EACH STATION
THE JUNCTION MUST HAVE THREE
TERMINAL BLOCKS, WITH THE NEUTRAL
BAR GROUNDED TO THE BOX. UNIT TO BE
18' X 18' X 6" DEEP WITH HINGED COVER
JUNCTION BOX
WEATHERPROOF
WEATHERPROOF CAPS
UNIT #1
ON ALL UNITS
%l
(V4 1
2
5! ©
2" RIDGID STEEL CONDUIT
UNISTRUT
,,,,)
3/c #1 COPPER
�1 1/2" LIQUID HT FLEX
CONDUIT
INSTALL THE CONDUITS
T-0" IN THE EARTH WITH
GROUNC
CONCRETE AS FILLER
RODS
@7'-0" ABOVE GROUND
N N.A
o N
N
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O� O O� 0OO �F
0�(P�'��O?Cl O�N.A O�Np
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A Typical Unit Wiring - #1 Shown (2 Others)
E'1 SCALE: NONE
THE WIRING ON ALL 24 PEDESTALS
CONDUIT
TO METER
B Typical Pedestal Wiring Setu
E'1 SCALE: NONE
ALL CIRCUIT BREAKERS ON PEDESTALS PANEL
MUST BE GFCI 240 & 120 VOLT
KER PANELS
PTACLES FOR BOATS
PEDESTALK
WITH TWO PANELS
CONDUIT
TO METER #2
TRANSFORMER
3/c, 4/0 ALUMINUM CONDUITS
2" PVC CONDUIT. SCHEDULE 80
NOTE:
1. THE LOAD IS CALCULATED AT A MAX
OF 5kw AT EACH BOAT SLIP.
2. ALL STAPLES MUST BE STAINLESS STEEL
AND THE CONDUIT CLIPS MUST BE
PLASTIC 2 HOLE CLAMPS AND USE
S/S SCREWS
3. ALL WIRING AND MATERIAL AT THIS
MARINA MUST COMPLY WITH ARTICLE
555 IN THE N.E.C.
4. UNIT 1 THRU 4 USE WIRE AND CONDUIT
SIZE AS SHOWN ON UNIT #1
5. ALL STEEL AT EACH METER STATION
MUST BEBONDED TO THE NEUTRAL BAR
JUNCTION BOX.
LOAD CALCULATION:
AT 5000 VA PER UNIT
48 UNITS X 5 kw = 240,000 VA = 1000 AMPS
48 UNITS X 5 kw = 240,000 VA
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DRAWN BY I RFS SCALE
FILE HARBORSIDE
uam
PPYD. BY VAG
DATE
DRAWING NUMBER
E - 1
1

►1
4 �
rn 2
2
INSTALLATION SEQUENCE
1. DEMO & REMOVE DECKING AND TIE —DOWN MEMBERS.
2. DEMO & REMOVE AND DISPOSE OF EXISTING WOOD SHEETPILES AND BULKHEAD.
3. INSTALL NEW SHEETPILES AS SHOWN ON DETAIL BELOW.
4. INSTALL AND CONNECT MANTA RAY MR-1 TIE BACK ANCHORS.
5. RE —INSTALL WATER LINES TO PEDESTALS.
6. COMPLETE INSTALLATION TO BE PRESSURE TREATED.
7. RE —INSTALL WATER LINE TO SERVICE PIER UNITS.
8. INSTALL ELECTRICAL PEDESTALS AND CONNECT BACK TO METER BANKS
SUPPLIED BY DUKE ENERGY. SEE DWG. E-1.
9. NOTE THAT EXISTING WOOD BULKHEAD TO BE DEMO AND REMOVED..
10. ALL BOLTS AND TIE BACK RODS TO BE 3/4" HOT DIP GALVANIZED,
ALL SCREW FASTENERS TO BE STAINLESS STEEL.
2X8 TIMBER 2X8 TIMBER STRINGERS
DECKING (TYP) T
LANDSCAPE BED/GRASS AREA
MANTA RAY MR-1
TIE BACK ASSEMBLY
TEST TO 10,000 LBS.
EXISTING
EARTH FILL
15 -0"
FILTER CLOTH
ENTIRE LENGTH
OF WALL & TURN
® V4r ENDS
31C X IV HDG TIE ROD
OGEE WASHERS
EACH END 7.6 O.C.
USE CONNECTORS AS NEEDED
8X8 WHALERS
TYPICAL
18' LONG VINYL
SUPERLOC
SHEET PILES
0.41 THICK
A Remediation
S-1 scALE:118•-1*4r
Timber Bulkhead
ELEV. +5.0 FT.
2X8 TIMBER FASCIA
ELEV. +3.0 FT.
3W X 14" HOG
THRU BOLTS
ELEV. 0.0 FT.
�i�
ITI
MUD/SAND/FILL
INSTALLATION SEQUENCE
1. DEMO & REMOVE EXISTING DECKING, STRINGERS AND TIE —DOWN MEMBERS.
2. INSTALL SHEETPILES AS SHOWN ON DETAIL BELOW.
3. INSTALL AND CONNECT MANTA RAY MR-1 TIE BACK ANCHORS.
4. INSTALL ALL NEW CAPS, WHALERS AND NAILERS, ALL TO BE MARINE GRADE.
5. COMPLETE INSTALLATION TO BE PRESSURE TREATED.
Z
6. RE -INSTALL WATER LINE TO SERVICE TO PEDESTALS.
o
7. INSTALL ELECTRICAL PEDESTALS AND CONNECT BACK TO METER BANKS
.-
SUPPLIED BY DUKE ENERGY. SEE DWG. E-1.
H
8. NOTE THAT EXISTING CONCRETE BULKHEAD WILL REMAIN IN PLACE.
ALL WORK TO BE DONE ON SHORE SIDE OF EXISTING BULKHEAD.
9. ALL BOLTS AND TIE BACK RODS TO BE 3/4 HOT DIP GALVANIZED,
oc
ALL SCREW FASTENERS TO BE STAINLESS STEEL.
LANDSCAPE BED/GRASS AREA
'11
l)j
FILTER CLOTH
Z ENTIRE LENGTH
g OF WALL 6 TURN
O s-0" ENDS
MANTA RAY MR-1
TIE BACK ASSEMBLY
TEST TO 10,000 LBS.
HARBORSIDE CLUB AT 70 WEST
15'-0'
TYPICAL
EXISTING
REMOVE AND KEEP
EXISTING TIMBER
STRINGERS
9'-0"
-� 314• X 14" HDG
THRU BOLTS
3(4" X IS HOG TIE ROD
OGEE WASHERS
EACH END O.C.
USE CONNECTORS AS NEEDED
8X8 WHALERS
TYPICAL
2X8 TIMBER STRINGERS STABILIZING MEMBRANE
USE AS LARGE AS CAN FIT
EXISTING UTILITIES
ELEV. +5.0 FT.
.. ELEV. +3.0 FT.All
.-
I& LONG VIM
SUPERLOC
SHEET PILES11
0.41 THICK .
EARTH FILL HOLD CONCRETE PANEI
AT THEIR CURRENT
POSITION
FINGER PIER IA'.A + FINGER PIER
v I i _7 ravwa --
SCALE: NTS
EXISTING '
CONCRETE PANEL
B Remed.iation
S-1 SCALE: 1/8'- 1'41'
PEDESTAL
CONCRETE CAP
APPROX. 7'-0' O.C.
ELEV. 0.0 FT.
�TYP. ELEV. UNKNOWN
Concrete Bulkhead
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FILE HARB11 SIDE
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DATE L"-t3
DRAWING NUMBER
S — 1
1

3/c #8
1# 10 E.G.
THHW CONDUIT
1" PVC CONDUIT
1# 10 E.G.
CONDUIT
SCHEDULE 80
NOTE; CIRCUITS
NO. 1 THRU 48
USE THIS SCHEDULE
ALL CIRCUIT BREAKERS FROM #1 THRU44
([WILL BE 50 AMP
G.E. NO. OR EQUAL TMMRS6112R
MODULAR METERING 6 SOCKETS & BREAKER UNITS
TWO MOUNTED AT EACH STATION
THE JUNCTION MUST HAVE THREE
TERMINAL BLOCKS, WITH THE NEUTRAL
BAR GROUNDED TO THE BOX. UNIT TO BE
18' X 18' X 6" DEEP WITH HINGED COVER
JUNCTION BOX
WEATHERPROOF WEATHERPROOF CAPS
UNIT #1 ON ALL UNITS
40 v 2" RIDGID STEEL CONDUIT
,2 v UNISTRUT
3/c #1 COPPER
�1 1/2" LIQUID HT FLEX
CONDUIT
INSTALL THE CONDUITS
T-0" IN THE EARTH WITH
GROUN CONCRETE AS FILLER
RODS @7'-0" ABOVE GROUND
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A Typical Unit Wiring - #1 Shown (2 Others)
E-1)SCALE: NONE
THE WIRING ON ALL 24 PEDESTALS
CONDUIT
TO METER
B Typical Pedestal Wiring Setup
E-1 SCALE: NONE
ALL CIRCUIT BREAKERS ON PEDESTALS PANEL
MUST BE GFCI 240 & 120 VOLT
KER PANELS
;PTACLES FOR BOATS
PEDESTALK
WITH TWO PANELS
CONDUIT
TO METER #2
TRANSFORMER
3/c, 4/0 ALUMINUM CONDUITS
2" PVC CONDUIT. SCHEDULE 80
NOTE:
1. THE LOAD IS CALCULATED AT A MAX
OF 5kw AT EACH BOAT SLIP.
2. ALL STAPLES MUST BE STAINLESS STEEL
AND THE CONDUIT CLIPS MUST BE
PLASTIC 2 HOLE CLAMPS AND USE
S/S SCREWS
3. ALL WIRING AND MATERIAL AT THIS
MARINA MUST COMPLY WITH ARTICLE
555 IN THE N.E.C.
4. UNIT 1 THRU 4 USE WIRE AND CONDUIT
SIZE AS SHOWN ON UNIT #1
5. ALL STEEL AT EACH METER STATION
MUST BEBONDED TO THE NEUTRAL BAR
JUNCTION BOX.
LOAD CALCULATION:
AT 5000 VA PER UNIT
48 UNITS X 5 kw = 240,000 VA _ 1000 AMPS
48 UNITS X 5 kw = 240,000 VA
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DRAWN iY I RFS SCALE
FILE HARBORSIDE
uact
PPVD. BY WAG
DATE It -Is
DRAWING NUMBER
E - 1