HomeMy WebLinkAbout43981D - Carolina i'D- ,
"CAIVIA/ DREDGE & FILL V
3EN E RAL PERMIT Previous permit#
1slew Modification 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 N . I
// [Rules attached.
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t Name (acar o 1Q4 (64 . /
Project Location: County VG1-se* /1 a-•-.,
Ye/ S: ssj; / /!. N41O`e Street Address/State Road/Lot#(s)
r�/' d%4 &4/' State 4e ZIP 2%.040? CLLvrr
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:ed Agent , iidNeax (c 1A,' City I inykt#'///! l'h ZIP 7b V.
❑Cw 4,EW I.PrA L..fS n PTS Phone# ( ) �.4.14.' River Basin Cap
❑OEA ❑HHF ❑IH =UBA N/A �
❑PWS: ❑FC. Adj.Wtr. Body nn_ [��j f ( QivAr (nat e
yes /� PNA yes / ) Crit. Hab. yes / no Closest Maj.Wtr. Body €''E e "?I4 4'
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igth 67 /
nber
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distance offshore _
x distance offshore
annel
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8 no J
ttached: yes
leaig permit may be required by: GUr����fr See npte on back regarding River Basin ri
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CAROLINA MARINE CONSTRUCTION INC. 1179 I.
PH.910-793-4143 66-7172/2531
14. 3600 E SOUTH COLLEGE RD PMB 326 �I
WILMINGTON,NC 28412 A
it DATE 2 - 2 0-0
PAY `i
'�"I TO THE % I Qy ,,
xl ,..
i ORDER OF F. �'` q 2 $ 2 OD s-
i ei // ...„---___
DOLLARS 8 F:.�•
__, �1.e� yes t :..,,...
COOPERATIVE
BANK
4t WILMINGTON,NC � +
FOR GYC .,off^^Sort 1b Lr� �/3Qfr')- - - - "�
Poo u: 253L7L7281: 1990002L L70
t_
.....
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Y111,?kU( Ut t-WWLAL 1...u...vw.r..-
tt'ry�tzx PROPERTYO TITrICATION/WAIVjP. ) $2S
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ne Of Individual Applying For Permit: Z ` ea,yetc (.f^7Tress of Property: 46 � S a. 1_CA w �'1i ; e� A I/ vz.
/()J+- , I1-1 v k N&(4 4, v-et-
(Lot or Street 0, Street or Road City & County
hereby certify •that I own property adjacent to the above-
rerenced property. The individual applying for this permit has
scribed to me as shown on the attached drawing the development
Ry ars proposing. A description or drawing, with dimensions,
)uld be provided with this letter. -
I have no objections to this proposal
you have objections to what _is being Proposed, please write_the
tision of coastal Management, 127 Cardinal Drive Extension.
►a �f scc of of this notice No r_esoQnsc is comidemed the same
no obiectiop if You have been notified by certifiedeMaii
WAIVER _sscrIoN
understand that a pier, dock, mooring pilings, breakwater, boat
Ise, lift or sandbags must be set back a minimum distance of 15'
)m my area of riparian access unless waived by me. (If you wish
waive the setback, you must initial the appropriate blank
Low. )
I do wish to waive the 15'setback requirement.
I do not wish to waive the 15'setback requirement.
� � ��� z - -,
ere Date .A171. .11
Int Name 7 _ +� +�
lephone Number With Area Code
1/03/06 TUE 11:54 FAX 9107949403 Paul Rhinehart
December 19,2005
Carolina Yacht Club
Please refer to the accompanying drawing..
Location A is a 13' X 60' concrete boat ramp. On both sides of this ramp are concrete
filled fiber form revetments B and C. The visible portion of the revetment B on the south
side of the ramp extends out on a gentLe'slope to a width of 10 feet. The visible portion
of the under mined and deteriorated revetment C on the north side -tends out and down
on a steep slope to a point in the sand 6 feet from the ramp. The deteriorated condition of
revetment C is allowing the concrete boat ramp to be undermined. Probing in the sand to
locate the buried toe of this revetment reveals that it also probably extends out an
additional 4 feet,location D,under the sand from the north side of the ramp.
Location E is an area of concrete,asphalt,sand and rip rap that ha;eroded during recent
storms due to a 9 foot gap between the concrete ramp and the existing bulkhead which is
at location F.
The proposed remedy is to remove the deteriorated revetment C,constrict a 60' long
bulkhead G immediately adjacent to the north side of the concrete ramp and a 9' long
bulkhead H to tie the new 60' bulkhead in to the corner of existing bulkhead F. The 60'
bulkhead is to slope on the same incline as,but one foot higher than,the concrete ramp.
Two pilings near the water end of the bulkhead are to be left at the same height as the
land end of the bulkhead to mark the location of portions of the bulkhead that will be
submerged at times. One of these piling is to be located at the extreme low end of the
bulkhead. The other is to be located approximately 20 feet from the low end.
Fill in eroded area E. Repave approximately 18 sq. ft. of concrete and 48 sq. ft.of
asphalt
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