20081740 Ver 1_Other Agency Comments_20090504

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Permit Class Permit dumber
NEW a-r F og- o Cwd o g? 54-09
STATE OF NORTH CAROLINA r
Department of Environment and Natural Resources t
and
1 }
Coastal Resources Commission
PP r
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Oceanside Yacht Club Development, Inc., PO Box 3576, Morehead City, NC 28557
Authorizing development in Carteret County adj. to Morgan Creek, adjacent to 100 Olde
Towne Yacht Club, in Beaufort , as requested in the permittee's application dated 1017/08, including the
attached worki)lan drawings (4) all dated 10/3/08.
This permit, issued on :?'e, C'? -. , is subject to compliance with the application (where consistent
with the permit), all applica le 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.
Marina
1) Prior to the occupancy of any new slips authorized under this permit, a marine pumpout sewage disposal
facility shall be installed in an easily accessible location. The pumpout shall be operable and maintained
for the life of the marina.
2) Prior to the occupancy of any slips authorized by this permit, the permittee shall meet on-site with a
representative of the Division of Coastal Management to ensure that the required pumpout facility is in
place and operable.
3) The marina shall display a sign showing the location of the on-site pumpout facility, including other
appropriate waste disposal information, at the entrance and exit from the main piers.
(See attached sheets for Additional Conditions)
i ms permit action may oe 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 must 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 must cease when the permit expires on
December 31, 2012
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
C7?gC`l
James H. Gregson, Director
Division of Coastal Management
0 #Wu4 tions are hereby accepted.
MAY 0 4 2009
In issuing this permit, the State of North Carolina agrees DENR-WATERQU4M
that your project is consistent with the North Carolina Coastal wFrt_uM ANOSTORMWATMBRANCH
Mvagement Program. Signature of Permittee

Oceanside Yacht Club Development, Inc.
Permit # 54-09 '
f
Page 2 of S

x ADDITIONAL CONDITIONS
4) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
marina. Any sewage discharge at the marina shall be considered a violation of this permit for which the
permittee is responsible. This prohibition shall be applied and enforced throughout the entire existence
of the permitted structure.
5) Unless specifically altered herein, this permit authorizes only the docks, piers, and other structures and
uses located in or over the water that are expressly and specifically set forth in the permit application.
No other structure, whether floating or stationary, shall become a permanent part of this marina facility
without permit modification. No non-water dependent uses of structures may be conducted on, in or
over public trust waters without permit modification.
6) The authorized structure shall not extend more than I/a of the width of the waterbody, as measured from
the waterward edge of the marsh on both sides of the waterbody immediately in front of the project site.
7) In order to ensure compliance with Condition No. 6 of this permit, an as-built survey showing the
location and dimensions of the constructed structure shall be performed on the facility, and copies of the
survey shall be provided to the Division of Coastal Management, within 60 days of completion of
construction.
8) The authorized development is located in close proximity to a public access swimming beach. In order
to ensure that the authorized development does not lead to an increase in the posting or swimming
advisories at this public access swimming beach, all available precautions shall be implemented to
ensure that now sewage is discharged from vessels using the authorized facilities. Any such increase in
the posting of swimming advisories that are determined by the Division to be directly attributable to the
authorized facility shall require that the permittee undertake remedial actions to remedy the situation.
Such actions may include, but are not limited to, mitigative measures to reduce or eliminate the cause(s)
of the postings.
9) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
10) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee is not relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
11) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee will not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
12) This permit authorizes a maximum of 38 formalized boat slips (28 within the basin and 10 along
Morgan Creek).
v
J
Oceanside Yacht Club Development, Inc. Permit # 54-09
X Page 3 of 5
x <.
r
ADDITIONAL CONDITIONS
Excavation
13) In order to protect juvenile shrimp and finfish populations, no excavation shall be permitted between
April 1 and September 30 of any year without prior approval from the Division of Coastal Management
in coordination with the Division of Marine Fisheries.
14) Excavation shall not exceed -8.0' feet below normal low water level. In no case shall the depth of
excavation exceed the depth of connecting waters.
15) No Coastal Wetlands shall be excavated or filled, even temporarily.
16) The temporary placement or doubling handling of excavated materials within waters or wetlands is not
authorized.
Spoil Disposal
17) The spoil areas shall be inspected and approved by the Division of Coastal Management prior to the
beginning of any dredge activities.
18) All excavated materials shall be confined above normal high water and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters
19) The disposal area effluent shall be contained by pipe, trough, or similar device to a point at or beyond
the normal low water level to prevent gully erosion and unnecessary siltation.
20) The terminal end of the hydraulic pipeline shall be positioned at or greater than 50 feet from any part of
the dike and a maximum distance from spillways to allow settlement of suspended sediments.
21) A water control structure shall be installed at the intake end of the hydraulic effluent pipe to assure
compliance with water quality standards.
22) The disposal areas shall be constructed a sufficient distance from the normal high water level or any
wetlands to eliminate the possibility of erosion into surrounding wetlands or waters.
23) The walls of the hydraulic dredge disposal shall be properly graded and provided a ground cover
sufficient to restrain erosion within 30 working days of project completion.
Shoreline Stabilization
24) The authorized bulkhead shall adhere to the alignment depicted on the attached workplan drawings.
25) The authorized bulkhead along Morgan Creek shall be located at the normal high water level at the time
of construction.
26) The bulkhead shall be constructed prior to any backfilling activities.

} y?
t Oceanside Yacht Club Development, Inc. Permit # 54-09
Page 4 of 5
:r
?s f
ADDITIONAL CONDITIONS
27) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
28) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles,
or other suitable materials approved by Department personnel.
29) All backfill material shall be clean and free of any pollutants except in trace quantities.
30) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
31) No backfill material is to be placed within 30 feet of the normal high water line, except that which will
be used to backfill the area behind the permitted bulkhead.
32) All fill material to be placed below normal high water level shall be confined behind the permitted
bulkhead.
Upland Development
33) Unless specifically altered herein, this permit authorizes the grading and other land disturbing activities
associated with the development of the above referenced property, including but not limited to all roads,
sidewalks, utilities, infrastructure associated with the development of the two condominium complexes
and dry stacks all as expressly and specifically set forth in the attached permit application and workplan
drawings. Any additional land disturbing activities and/or construction may require a modification of
this permit. Contact a Division of Coastal Management representative at [phone] for this
determination.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan may be required for this project. If a plan is needed,
the plan shall be filed at least thirty (30) days prior to the beginning of any land disturbing
activity. Submit this plan to the Department of Environment and Natural Resources, Land
Quality Section, 127 Cardinal Drive Extension, Wilmington, NC 28405.
34) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
35) Appropriate sedimentation and erosion control devices, measures or structures must be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.). At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities.
Oceanside Yacht Club Development, Inc. Permit # 54-09
Page 5 of S
ADDITIONAL CONDITIONS
Stormwater Management
?T
36) The Division of Water Quality approval of this project under stormwater management rules of the
Environmental Management Commission is covered by way of Stormwater Permit No. SW8 080952,
which was issued on 3/27/09. Any violation of the permit approved by the DWQ will be considered a
violation of this CAMA permit.
General
37) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee will be required, upon
due notice from the Corps of Engineers, to remove, relocate or alter the structural work or obstructions
caused thereby, without expense to the United States or the state of North Carolina. No claim shall be
made against the United States or the state of North Carolina on account of any such removal or
alteration.
38) The permittee and/or his contractor shall meet with a representative of the Division of Coastal
Management and U.S. Army Corps of Engineers prior to project initiation.
39) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
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: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized within 30 feet of the normal high water level.
NOTE:
NOTE:
The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3642 (DWQ Project No. 08 1740), which was issued on 8/9/07.
The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No.
200803241.
RADIO ISLAND
~ n~ CARTEREf COUNTY, NC
o ~ US Highwoy 70 Road Z } I
~ boo o Old C usewoy h ® z j ~ m r, m wa
PLAT INFORMATION TAKEN FROM PLAT ENTITLED \ ~ z ~ ° Yy\°n m ? tit ^ ~ N ^ a
SIDE YACHT CLUB" DATED 6 AUG 08 i ` OCEAN ° ~ °r9o W # N U~® \ vw 3 ~ °d 2 # Z~:n z ti w . C7
JOB NUMBER: 2005426 -PREPARED BY LSA & LDD EDA pa Architects-Engineers-Planners & W.D. DANIELS ~ S ~ \ z m ek H ^ Zfn yXc a W ~ Z
JR. PLS. °or f,.,.,,;, A9 p~ W 3 a ° NW ~
CARTERET ~ ' SITE OF ~ p N p2
' SLIP DIMENSIONS ~9; COUNTY ~ ~ oa \ SURVEY ~ aM E
s I ZONED I,P. ~ [BASIN] ~ 0 # ~ TO BE EXCAVATED BELOW NHW: '~s° ~cg Ia- mm_
~ - SLIPS: 1-28 31.5' x 12' `~°fe W ( ) o ti 1~ \ t35,162.50S0.FT. a r° o~ ~ (,~Z 3N`n ~ - 1210,975 CU.fT. 0 G ~ W o„~
M ORING PILINGS: 90 °~f ~ ~ - 0 'o 1 ~ ~~'~i ~ - FINGER PIERS: 16 30' x 4' ~ - 17,813.88 CU.YDS. h°~~~,i 0~°~E°r r W O ~Nw
( ) eq ' ` 9e -~sl op ~ \ \ ,v-~ Z d' o -U' ~ o
MOREHEAD = CREEK oh A - [ ~ o ~ ~ \ ~ W iL
CITY = ~ ' - SLIPS: '~e,
ZONED P.D. - - ~ \ ~ - (1) 43.5' x 22' - ~ J ~ ~ ~ ~ ~ VIII
- S Now or Formerly (2) 64' X 27' - O' II JOSEPH EUDY et ux ~ START OF PROPOSED - \ NOT TO SCALE
- - tpBU Deed Book 1010 Page 122 (3-10) 64 X 24 BULKHEAD INCLUDING '-,,c~ ~ \
DRIVEWAY w I I sErBq~o,N~ zoNED LP. - MOORING PILINGS: 36 TJRN BACK , - , j'' r~ s I ~ - k t ...u_ ~ 1 r +r_ , 0 NECT.ONS A ? - ~ ~ I 5" ~e FINGER PIERS: / ~ 1 Z ~ p
REQ'D BY NCDOT o = ~ ~ - p gr p'~e ~q (2) 42' x 5' ~ is ~ . ; ; ~ A ~ `f, _ FR'^~e NQSCq 1./, are _ ; . , _ ~ ~ ~ ~ ~ \ r 1, ~
A D OR OTHERS. w ~ _'~R Pf 6 62.5 x 5 e~ r ~ _ v
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~ Io I j ~ BULKHEAD g ~Q I ~ ~--I"-1-.-„~- ,~~~~I~a,"/
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O_ ~I ~ 4 ~ ~ I~._ 5' WOODEN ~ yk` g js~~ ~ / r~~Pa2~~ r' j1 r`rPa2~)' '1/j`/~1 r ij 1 O ~ j~. \ ~ w~p;~w ~ ~ ~ ~
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w ~ r ° a ° ° a 4 ° 4 FLOATING FINGER a - ~ O - / = °a ° ° PIERS- 30 LONG ,O _ -
° ° (28),SLIPS 0 L v _ _ a ° ° - 22 - - - -I L11~_/ \ ~ „L. krr~~r~~J ` rFf~! X71 ~/x~1 kr ,r. r~1.-
- ~I ° ~ ~ ~ - - O i= ~ ° ~ ~ ~ ° 9'" 9 . ; ° BASH EXCAVATION: - - -~,0 s r !~/^1°111 .r?~~~ r I ,/'i/If ~ `lll~ ~~ti
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~ I a ° ° ° , 4' PROVIDE STANDPIPES 18 , a~° I I- ~~~1 I 9J / PHA°SE.IL6~A°f'&T,URAGE ° ° ~ a FOR ALL DOCK AREAS - 1i 6,. I ~ y~py~Py l ~ t r ~!.~~:/'\r ~ V/ ~ I,f oaf t'i ~ m , 1~\~+Qa~J, l14 ~I~~iB , l1 ~l ~ t~ E ~t;~t' r
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- e °a a PROPOSER 8`X40' DROP ZONE (I
_ a ~ g a N ° a ° BULKHEAD FLOATS TYP. - - o ~ _
a ° ° ~ - - _ _ ~ r `,r ~ ~ II, ~ ` OFD' \ \ ~ o 0 0 ~
a° a. a ~ _ r ~ -1.71 END OF PROPOSED ss~ \ \ \ a W~ ~ d ~ BULKHEAD ss
- a. ;DROP BASIN ° d X ° - f
- ° ° a . a.' Zoo"D~cK = - - 's• ® r 6oak ~ ~ w v, vi uWi j _ ~Fc f~a~ ~ 5' w w w
MOREHEAD CITY = ~ ° . ° ° a ° PUMP - ~ a - I ° a.. ~ i i~ ZONED P.D. 7a' - L o , - STATION/ B ° -
a FUEL ` I=~ I I I I _ I ~ ~a,. > ~ a'~.~ DISPENSER - ° ° ° y d - ~ ~~_I ~ III I ~ ea9@ \ \ \ ~ ~ ~ ~ of \
I I ~ I - ° ° ° ° . ° - i~l - I ~I °ho, \ \ p o ~ o. 1~ ~ 30' CAMA 'oi \ ~ I 0 r~ Q
- BUFFER \ \ n n ~ o D
CARTERET COUNTY = I ~ ~ ° - = POOL ZONED LP. ! - - - - t / ~ ° a ° _ _ I-
/
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t4` _ - LANdScAaE -
- - _ - GRASS PAVE SYSTEM ~ °a I I - I ~I ~ / - _~i1I ° l I I ~ I_ TO JOIN EXISTING I i ~ l- ~ Z I ~ ~ I ~
PAVEMENT TO FORM h. J ~ , ~ ° ° ~ , ~ I ~ ~ ~ ~ I ~ 'I FlRE LA E ~ ~ I , .I II I I ~
I ,
k/SI' rm...T I / l i , _ / ~
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-^c- ~ ~ ~ ~ I ( II I - I I - ~ I _ ~ i0' ©ulLDllaG ~ II i ~ I I 46 ~ -
LEGEN~ r SETBACiI I l I' L, I i I 2~ w I I ~ I - ~ °
OWNER: o ~ ~ I I I I ; , ' I,- - - i ~ w
~ ~ i_ i_ i I I I _ OCEANSIDE YACHT CLUB Ta I _ _ .=,,,I~- Tq = I -_I ~ ! ~ k
- ~ I ~I--, I ( ~ PROPOSED BUILDING 3-B HIGHWAY 7O WEST ~ 5 I I 11 ~ I ~I Now or Formerly 0_ ~ OIDE TOWNE YACHT CLUB ~
CITY NC 28557 ~ DUMPSTER Wi ~ °~.r. - I ~ ~ ~ ~ MOREHEAD ,
ENCLOSURE _ I 1 ~ PHONE: [phone] ` Deed Book 879 Page 364 a~ - (I
N°R ~ \
PROPOSED ASPHALT ~ ° qR _ ~ _ ~ NOTES: o~ , I ~ - - - ___I I a 4 a _~_~I-
~ 1: TOTAL LOT AREA: 1496,446.15 SQ.F1'. (±11.39 ACRES} a~ sr ~ ` ~ ~ - 2°NFO1~ a _ I - _ _
_ - ~ ell a4.
2. TOTAL LOT AREA EXCLUDING BOAT BASIN): (430,944.51 SQ.FT. (19.89 AC ) q°~ ~ 11 - _ f ~ / ~,f AVATED ( OR ! ~ I - r,, ; PROPOSED AREA TO EXC t~ ~ I
/ VIOUS COVER PROPOSED ~ ~ - 3. TOTAL 1MPER - . POOL °
5.98 S .FT. 73.17% = - X315,32 Q ( ) T JOIN ~ -
A. BUILDINGS: 196,571.59 SQ.FT. (22.41%) GRASS PAVE SYSTEM o = EXISTING PAVEMENT TO FORM FlRE ~ - I 1 = g I. I C ~ ~G~O~e~~,~p9~~pg ` o
B. O ~ LANE -,.~s,_ J PROPOSED BASIN THER: 1218 754.39 SQ.FT. (50.76%) - < ~ ~ ^S~o 6®® ee 00l~Ge~~9 ~J r
-'r-- -
e 4. IMPERVIOUS COVERAGE WITHIN 75FT AL`C: _ - °,d. (35120.89 SQ.FT. ((45.27%) ~,.e...e,o°e.... o
PROPOSED CONCRETE _ - -1 - j ~e®
* POOL WET AREA AND WOODED! DECKS - I I - Pei"~~,,ee e y
ONSIDERED PERVIOUS. C - - e ~ 3 ~ eeee~~~~g~;.,e 5~~ I_ I a eNee~e Gc~ ~
- ~ TOTAL LOT AREA DOES NOT INCLUDE (I ~ ~ 3~ 6 ~ COMMISSION N0.
- PROPOSED GRASS AREA VEGETATED EASEMENT. GRASS PAVE SYSTEM TO JOIN EXISTING 'RASS PAVE SYSTEM -r`~,- ~ P07117 ~0 JOIN EXISTING i ~ I (
PAVEMENT TO FORM 'AVEMENT TO FORM j~ 1RE LANE DESIGNED BY
~';~I~~w~d",~~~,.? 1~.~~~;. * SAFE OPERATIONS OF FORKLIFTS GOING T0, FlRE LANE , I- JSL
11` " FROM & AROUND THE WATER FRONT LAUNCH .r"~ ~ ~ PROPOSED GRAVEL c~1;~L~;`,)' "~~~`H,~,1 SITE WITH A LOAD THAI MAY EXCEED 60' DRAWN BY
1 QZ
AND WEIGH 150,000Ibs. REQUIRES A PAD WITH AN EXCESS OF HEAVILY REINFORCED CONCRETE. CHECKED BY
PROPOSED WOODEN WALKWAY JSL IssuE DATE
6-25-08
CERTIFICATE ~ PROPOSED OPEN WATER SLIP THIS PROJECT IS DESIGNED IN ACCORDANCE WITH
T,~nn.~n~~ .A~r.~n~ixrTiir fSrC i/~Aa TUC
11b: 0(H LUU INttuubri 1N1vuvAI ivr- ur-aiuiv.
SYSTEM WILL PROVIDE PROTECTION THAT IS EQUAL
9 PROPOSED UPLAND BASIN SLIP TO OR EXCEEDS THE PROTECTION THAT WOULD BE PROVIDED BY THE 30% RULE. GRAPHIC SCA NOTE. NEW WATER LINE TO LOOP INTO EXISTING OTYC I & II WATER IHIC SCALE NOV 17
LINE. 50 0 25 50 25 50 100 l
DRAINAGE IMPACT STATEMENT ~I ALL STORM DRAINAGE SHALL BE ADEQUATELY DESIGNED SO THAT ROADS MAY BE MAINTAINED
k 0.61 EXISTING WATER DEPTH IN FEET (NLW) WITHOUT EXCESSIVE COST, AND SO AS TO PREVENT FLOODING ON PRIVATE PROPERTY FROM STORM RUNOFF IN ACCORDANCE WITH LIDO ARTICLE 13.3
( IN FEET ) IN FEET )
1 inch = 50 ft. ich = 50 ft. F 4 SHEETS
RONALD D. CULLIPHER, P.E. DATE I-P
DRAWING FILES P07197-OPTION-13.dwg PLOT SCALE: 9:9

a RADIO ISLAND PLAT INFORMATION TAKEN FROM PLAT ENTITLED CARTERET COUNTY, NC
- ~ n~ "OCEANSIDE YACHT CLUB" DATED 6 AUG 08 ® z z e°o
JOB NUMBER; 2005426 -PREPARED BY LSA & LDD o ~ us NlghwaY 70 Road ~ a EDA pa Architects-Engineers-Planners & W.D. DANIELS a. Roo 0 o~d c usewoy H ® Z> ago
JR. PLS. Q Q ~ ~5~one ~ o n. ~ ~ a p FZ ~
1V \ N ° o m7 for N NN°u ~ d a ~ 90~ V * O N
Z m Pok ~ A Z f/') y x p
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OWNER: d e e \ ~ e4 ° a ° \
CLUB e ~ 49 o p ° ° OCEANSIDE YACHT v _ _ ~ e _ e ~ ~
° 5113 B HIGHWAY 70 WEST - ° ' - ~ i ; z
\ ~ Y NC 2855'7 _ i MOREHEAD CIT , v - ;
~ ~
PHONE: 252-"726-2060 \ v 1 ~ ~
S~ 98 -

- ~ NOTES. ~
N 1. TOTAL LOT AREA. 1496,446.15 SQ.FT. 011.39 ACRES) -
0 ~ 00>> i;
2. TOTAL LOT AREA (EXCLUDING BOAT BASIN): 1430,944.51 SOFT. (19.89 ACRES) F W \ i ~a ~I - Z
3, TOTAL IMPERVIOUS COVER PROPOSED r _ o U
27 1315,325.98 SQ.FT. (73.17%) _ H
T ~ \ , A. BUILDINGS: 196,571.59 SQ.FT. (22.410 0 _ - T - w 0:
B. OTHER:. 1218,754.39 SQ.FT. (50.760 p q( ~ _ - - - - FW-
Q U
4, IMPERVIOUS COVERAGE WITHIN 75FT AEC: , ~ 135,120.89 SQ.FT. (145.270.
* POOL WET AREA AND WOODEN DECKS
CONSIDERED PERVIOUS. _ ___~41
TOTAL LOT AREA DOES NOT INCLUDE _
VEGETATED EASEMENT. I aa.
'~a.e
* 0 S OF FORKLIFTS GOING TO SAFE OPERATI N > Q ,a
FROM & AROUND THE WATER FRONT LAUNCH ~i A OAD THAT MAY EXCEED 60
51TE WITH L AND WEIGH 150,000Ibs. REQUIRES A PAD
WITH AN EXCESS OF HEAVILY REINFORCED CONCRETE.
\ ~ ~G~Neae®®ocejaQ®~~~® ` ~ ~ (G ®s® to 9 Q
\ ~ ~ ~ ~ ~ ~j ~ \ ~ a ~•eeei eeeo a •ee•• m
~11 JOSEPW 5, LA5SITER \ 1• ••~e.e0e.o ••.ee•• •••.o~o.o~ ee e h
n---- i o~ 03~ 2 ~
PROPOSED ASPHALT O"; COMMISSION N0,
\ dg~0dy~~~E~ilf~~ 4`~'~`~~s P07117 AI. P~0 a
CERTIFICATE \ @le~ J j~~ g DESIGNED BY
THIS PROJECT IS QE5IGNED IN ACCORDANCE WITH
PROPOSED BASIN (PERVIOUS) T15; O7H 200 THROUGH INNOVATIVE DESIGN. THE DRAWN BY
SYSTEIvI WILL PROVIDE PROTECTION THAT IS EOUAL TO OR EXCEEDS THE PROTECTION THAT WOULD BE \ AZ CHECKED BY
PROVIDED 8Y THE 307a RULE. JSL
PROPOSED BUILDINGS ISSUE DAiE
6-25-08
d "a d T NO.
PROPOSED CONCRETE
APHIC SCALE
RONALD D. CULLIPHER, P.E. DATE NOTE: NEW WATER LINE TO LOOP INTO EXISTING OTYC I & II WATER LINE. 50 I 0 25 50 100
DRAINAGE IMPACT STAIEMENT
ALL STORM DRAINAGE SHALL BE ADEQUATELY DESIGNED SO THAT ROADS MAY BE MAINTAINED WITHOUT EXCESSIVE COST, AND SO AS TO PREVENT FLOODING ON PRIVATE PROPERTY FROM
STORM RUNOFF IN ACCORDANCE WITH UDO ARTICLE 13.3 LL,2
( IN FEET ) 1 inch = 50 ft. SHEE
DRAWING FILE: P07117-OPTION-13.dwg TS
PLOT SCALE: i : t 10

• PLAT INFORMATION TAKEN FROM PLAT ENTITLED ~ - "OCEANSIDE YACHT CLUB" DATED 6 AUG 08 ~ RADIO ISLAND ~ W CARTEREf COUNTY, NC
' JOB NUM BER: 2005426 - P REPARED BY LSA & LDD nt ~ ~ ~ > ° Z~ m l o: Z
EDA pa Architects-Engineers-Planners & W,D. DANIELS JR. PLS. US Highway 70 Y Road Z } N \ oo ~ Old C usewa ~ Z W ~
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~ SPOIL RETENTION BERM )N BERM ~~~I ~ ~ z
U ~ i
Z OWNER: ~
`~7• J g8 \ in I~ J j ~ in i m
OCEANSIDE YACHT CLUB z m
5113-B HIGHWAY 70 WEST ~ I~i~
Ss, N MOREHEAD CITY, NC 28557 ~ 6 , ~ ~ A
oo, ~ o PHONE: [phone]'' °o ~ i ! ~,L' t
F ow ~ i i ~ I ~I i ~I 11 ~
- ~ I_ I~~i ~I
~2 NOTES: 7° .p°,
1. TOTAL LOT AREA: 1496,446.15 SQ.FT. 111.39 ACRES ( ) U
r°T ~ W f ~
2 TOTAL LOT .AREA EXCLUDING BOAT A I 1 ( B S N}. 430,944,51 SQ.FT. {19.89 ACRES) W
3. IOTA I DIKE AROUND SPOiL AREA TO PREVENT ~ L MPERVIOUS COVER PROPOSED WASHBACK OF SPOIL MATERIAL ~ij~~ _
1315,325.98 SQ.FT. (73.17%) TOP OF BERM ~ \
A. BUILDINGS: 196 571.59 S .FT. 1 .0' OF FREEBOAR ~ Q {22.4 /i~/i\ii~/i~/i~/i -
B, OTHER: (218,754.39 SQ.FT. 50.76% ~ i/i~~/i\\/i;\/i\\/i\~/i\\ 1 ( ) Yv/vv%~ ~/Y~ivv~
3 \i~~//\\ 2 SILT FENCE
4. IMPERVIOUS COVERAGE WITHIN 75FT AEC: ' SPOIL RETENTION BERM
135,120,89 SQ.FT. (145.27%) SPOIL RETENTION BERM
EX. GRADE ~ * POOL WET AREA AND WOODEN DECKS '"~i~~!\\~ii\~~i~~~i~~~i~~~i~~ri~~ r~~,~~,~ 5' PLATFORM
CONSIDERED PERVIOUS. ~~,~//\~i~ ~//i~~~r~r~~~r\~r~~~~~~\~r~\/~~/fir \ }
BOTTOM OF CONTAINMENT @ ~2.0' ASL ~ ~ 'U
* TOTAL LOT AREA DOES NOT INCLUDE VEGETATED EASEMENT.
GppEMY ~ ,~,AAa~~ w ~ ~ e.oa®ye OQ _
* SAFE OPERATIONS OF FORKLIFTS GOING TO ICAL S IL BE CONT NN'I" CRASS ®N
FROM & AROUND THE WATER FRONT LAUNCH N.T.S. \ 'r ~p O
SITE WITH A LOAD THAT MAY EXCEED 60' ~ \ ~ ~ru:•.er ae.. r.•.rn.......L..~~~
AND WEIGH 150,000Ibs. REQUIRES A PAD WITH AN EXCESS OF HEAVILY REINFORCED CONCRETE, , ~ JOS~AN S, LASSl1'ER ~ \ ~..sr eeeBe•e ma •.se sorr~re•~
A 225.70' ' o..r~~
5 6 5 14 165.70' 14' 5' 6' 5' (~~~py~¢~ ~~1i4~ 4~~55\~~ COMMISSION N0. P
~oJ~ J6~ 0~77~
SILT FENCE DESIGNED BY
2' FREEBOARD SILT FENCE SILT FENCE ~1 JSL
9' 5' PLATFORM ,.~r/\'~~,;~,/'i~'\"','/~ . 5' PLATFORM DRAWN BY
~ S RFA . / ! / / / t, ` GROUND SURFACE :~.~-,r,~ _ / ~r ~ 9' AZ 8 \ CHECKED BY
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r ~ / //+~~1`/~~%i /r /1r ~~'1/ J'~/ /~r%~/ %r~ i ` - \ ~ r r / r / , ~ ti~ ~ r~/rrf i / / / s> JSL ISSUE DATE ^ ^
4' 4, n-Lo-Uo
2' 3'
\M 2' \/.\vt\f 3' SHEET NO. 2'
O' r GRAPHIC SCALE - o, 50 0 25 50 100
-1
_2' - -2
SPOIL BE CONT NT CROSS S O
N.T.S. DRAWING FILE: P07117-OPTION-13.dwg ( IN FEET )
PLOT SCALE: 1:1 1 inch = 50 ft.
of 4 s~EE~s

RADIO ISLAND
CARTERET COUNTY, NC o:
~ ® Z~ ~ ~ N
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U a n. p ~ 90~ V ~ U N m
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SITE OF ~ p N Y o e SURVEY v c M E
~ nn.~ e~eoa cce\ ~ ~ o ~ °
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4"x8"x10' WHALER 0 0 NOT TO SCALE
3/4"X18' TIE RODS
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FILTER CLO RELATIVE EIEVATION ELAINE ELEVATION ~ ASED ON (NHW) I"' BASED ON (NHW)
5/8" BOLT W/ WASHER Q U
GALVANIZED TYPICAL
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SHEATHING LAPPED ~ ~ ~ Q ~ 0 OR TONGUE AND GROOVE U
NORMAL HIGH WATER (NHW)
6"X6"
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SHEATHING LAPPED Q ~ ~ ~ ~ ~ OR TONGUE AND GROOVE NORMAL HIGH WATER (NHW) l~(~~oF~ z
6"X6"
0
BUILDING FlNISH BOOR ELEVATION (9.3'), ; ! ! BUILDING FlNISH FLOOR ELEVATION (9.3') BUILDING FlNISH FLOOR ELEVATION (9.3') W
/ BULKHEAD (5.5)~
BULKHEAD (5.5') Q U
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NNW {0.0')
- -SUS r I J ) NHW (0.0')
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N.T.S N.T.S ~ w
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PARKING LOT COMMISSION N0.
(9.0') (9.3') P07117 DESIGNED BY
(9'3) BUILDING FlNISH FLOOR E1.EVAiION (9.3') BUILDING FlNISH FLOOR ELEVATION (9.3') JSL
~.,~;~;~'~\.~`./i %r~~~;`~j;~~~~;,~~~~~,~~~,~~~/~~~~~~\~, ~ . DRAWN BY
BUUCHEAD (5.5')
BULKHEAD (5.5') .CHECKED BY
JSL
NHW (0.0') ',W (0.0') ' ISSUE DATE NHW (OA') 6-25-OS
~rrrrrr r r r r r r r r r r r r r r r r r r r r (r ~r ~ SHEET-N0. /
rr rr rr rrJ rr~ rr ~r rr r~ rr ~r ~r~ rr~ rr r~ ~r rr rr ~r rr rr rr r~
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N.T.S
DRAWING FILE: P07117-OPTION-13.dwg PLOT SCALE: 1:1
OF 4 SHEETS