HomeMy WebLinkAbout20266D - Davis t,
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CAMA AND DREDGE AND FILL
GENERAL N 020266 —D
PERMIT
as authorized by the State of North Carolina
0 Department of Environment, Health,and Natural Resources and the Co^ast��Resources Commission
in an area of environmental concern pursuant to 15A NCAC -7.10./�w
3e f-4 Lit-V, c pc,c_tit-
Applicant Name 4 0;e l&je9l B .O,rA• C/ rt-�rrca*c-/4 / ' 'v�y Phone Number ON) 395 -5c) I I
Address It qo / 6 .. y Coy R-I �"ff
City t-,/. l r,%;(kr/". State h V Zip Oet/O 3
Project Location (County, State Road, Water Body,etc.) ti d 01 c-1 4.i-/' r R:i,--e , f4--ce--1
pfe,Tb/t•y C2ee,r 1 ties hfr4rt o✓ee Co . 1
Type of Project Activity /7K}, 4tt�4A-* 4—r'C�(t4-,< .'_�; r7S !v�j '3o,4 / . 14S,ti , Spo,
S/�hnn0r-e 4i' e J Co 7fix f 14 * o E r\4r- -fii,. -nv -rr4-i� °/AC A-ef��-- +4-pQ;14
cep,- fT fp N A 'o rAN.;IPif OKdaJ �3y Vi k iv si o4- AAA ;,.-1 I S/Pf,CS,
PROJECT DESCRIPTION SKETCH 1, (SCALE: ' )
Pier(dock) length iiSS��"
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Groin length r"r11, [LS
.�X . 4,4.4)( .E.-in.+41.47i;(." TA)
-e At c6.►, s�J
number by Efi,,,,, 1314 cK�F
Bulkhead length ' 74.0 ,3,4R c.-e
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max.distance offshore
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Basin,channel dimensions
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`IS ' X/05' X. - b' b 0 0 ,p
cubic yards a 1. 7 qy9 `' 4 — e P
C✓ �- il A,,
Boat ramp dimensions
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Other • f't F...._.._i 05 ' fr1 L
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This permit is subject to compliance with this application, site
drawing and attached general and specific conditions. Any �_..r---�
violation of these terms may subject the permittee to a fine, ''`J\ `WV�
imprisonment or civil action; and may cause the permit to be- applicant's signature
come null and void. �I
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This permit must be on the project site and accessible to the { permit officer's signature
permit officer when the project is inspected for compliance.
The applicant certifies by signing this permit that 1) this pro- a- (76-9/ f J-aU-5 y
ject is consistent with the local land use plan and all local issuing date expiration date
ordinances, and 2) a written statement has been obtained from
adjacent riparian landowners certifying that they have no 7// /CVV
objections to the proposed work. attachments
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GENERAL PERMIT COMPUTER FORM
APPLICANT NAME: , ; \P v\I
ADDITIONAL NAMES: 17 f.,- r L o ikci k \ l v : Ar
AEC DESIG: P. DEVELOP AREA::: U - PROJ DESC:- I
(Will only take 6) i --- (Will only take 1)
WORK: 3 15 9 Srl(U,SI to
Will only take 4) ^ 7
MAINT:
(Will only take 4)
IMP: s , 11'
(will only take 6)
ACTION EXPIRATION
DREDGE&FILL REQUIRED: g-�O I
CAMA MAJOR DEVEL,REQUIRED: g
08/05/1999 13:30 9102515727 NCDOT f PAGE 02
STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES D. HUNT JR. DIVISION OF HIGHWAYS DAVU)McCOY
GOVIiKNOR SECRETARY
August 4, 1999
Mr. Jeff Davis
10100 Redden Road
Evansville, IN 47711
Dear Mr. Davis:
This is to advise you we have reviewed your plans for dredging of Bradley Creek near
the bridge on US 74.76 and we have no objections to your proceeding with this work.
If further information is needed,please let me know.
Yours truly,
Roger Cates,P.E.
Division Engineer
R W C/mc
cc: Jimmy Lee, State Bridge Maintenance Engineer
124 Division Drive,Wilmington,NC 28401 Phone(910)251-5724 Fax(9110)251-5721
MICHAEL C. BROWN, JR.
122 HDGR HILL RD. - WILMINGTON, NORTH CAROLINA 26403 - 910-256-3390
August 9, 1999
Airlie West Boatowners Association
N.C. Department of Environmental Resources
All Others Whom It Might Concern
Re: Airlie West Boatowners Association; Application for Permit to Perform
Maintenance Dredging
Dear Sirs:
Please be advised that in my capacity as the adjacent property owner, I have
no objection to the above referenced application. It is my understanding this dredging
will be carried out consistent with the attached Schedule A.
Sincerely,
Michael C. Brown, Jr.
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./` AUG-17-99 TUE 14:03 US ATTORNEY'S OFC LECC FAX NO. 9126524326 P. 02
AUG-05-99 MON :9:24 AM HIX NU. r. Ui
. e3/86/:43R 03:56 9103,54937 INTER', ASTat. DIVING taut u
Intercoastal Diving, Inc.
August 6, 1999
Mr. Lawrence Lee
Shore Acres Company
%Carl Mathis
Post Office Box 600
Wilmington,NC 28402
RE. Deposit of dredge spoils
Dear Mr,Lee:
Intercoastal Diving, Inc. requests permission to deposit dredge spoils as obtained front
Airlie West Boat Owner's Association onto the island on the Intracoastal Waterway adjacent to
the island which was used by Bradley Creek Marina. I understand that a charge of$1.00 per
cubic yard will be assessed for dumping.
Intercoastal Diving, Inc. will obtain all necessary permitting sad will abide by the
requirements as set forth within, Thank you for your attention in this miler, If this request is
acceptable,please sign below and return via fax to my office.
Again, thank you for your attention in this matter arid I look forward to working with
Shore Acres Company in the future.
T1-7. IS:A'W (TS.t.'D FOR THE &BOVla r NiI0ti5D OFERATION }NS^ tIE O'1N4-0 BY
St oxe A.."YtES CO:"!?.?.NY, IN:.
Acted-By:
ere A• r".• a1y
oastal Di ; g,Inc.
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Fermis Class Permit Number
New STATE OF NORTH CAROLINA 123- �
Department of Natural Resoi,trces and Community Development
''?9nti' 1 1
Coastal ReS6urces Cbrtilpission
, *Witt\r" .. ,
•' for , ,/ ) -
X Major be•veloprrient in•en'Are . f'.lnliironmental
Concettpl
rrsuant to N 1 44lii
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I XI Excavation and/orand/or.iiiii}i,s,pursuant to NCGS !13-229
,
Issued to Landmark Organization, Inc. , c/o M. T. Mills, P. 0. Box 3467, Wilmington, NC 28406'
authorizing development in New Hanover County at Bradley Creek
as requested in the permittee's application dated 10/2/85 i nc 1 udi ng '
attached plats with sheet 1 of 4 dated 9/85 and revised sheets 2-4 of 4 dated 2/86.
This permit,issued on e L" ' �� , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special fond(tions and notes set forth below. Any violation of these terms may subject ,
pennittee to a fine, imprisonment or civil ac 'or� dy cause the permit to be null and void.
ernd� onstruction ,
(1 ) (a) The pier must be cons rfiJ�ted ir,`ae ordance with attached plats amended '
by directive of the Coa a RespGrygs ommission.
/ �/
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(b) That portion of the pier �opgr the igational channel nearest the
shore shall be elevated to ` e_,heigh and have piling spacing width '
identical to U. S. Highway 76 bridge\ovei ie same channel . '
(c) Plans for all future driveways 4 Fralkways to the pier must be submitted
to the Division of Coastal Management for consideration under a permit '
modification prior to construction.
(d) The number of boats permanently docked at the facility must never be
more than ten (10) .
,
(e) No pier and/or dock can be located within 15' of the adjacent riparian '
access corridor without the written notarized statement of consent '
(See attached sheet for Additional Conditions) '
This permit action may be appealed by the permittee Signed by the authority of the Secretary of DNRCD and
or other qualified persons within twenty (20) days of the the Chairman of the Coastal Resources Commission.
issuing date. An appeal requires resolution prior to work
initiation or continuance,as the case may be. ---;) / 7;.•
rThis permit must be accessible on-site to Department / G y' ; ,
personnel when the project is inspected for compliance. ✓` L�
Any maintenance work or project modification / David W. Owens,Director
not covered hereunder requires further Departmental Division of Coastal Management 1
approval. V
All work must cease when the permit expires on This permit and its conditions are hereby accepted.
December 31 , 1989
In issuing this permit, the State of North Carolina
agrees that your project is consistent with the North
• T .
Landmark Organization, Inc.
Permit #123-86
Page 2
ADDITIONAL CONDITIONS
from the adjacent owner(s) .
(f) The authorized structure and associated activity will not cause an
unacceptable interference with navigation.
(g) A clearly visible sign must be posted to inform those who use the
dock that a no sewage discharge policy is enforced at the facility.
(h) No attempt will 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. Use of the permitted activity must not interfere with the public's
right to free navigation on all navigable waters of the United States.
Exca •9 ion
(2) (a) In order to hold ��
the a tici ated dredged material , the spoil disposal
area must be a minima f 30' x 4 0' If the designated contractor
wishes to vary from th fs dirge i or a written request with
dimensions must be submitted n a q plan and
¢-�a�C�ved.
(b) In order to protect juvenil srrirp ar10 in fish, no excavation will
be permitted between the dates f!April 1 and September 30 of any
year without the prior approval (f the AG h Carolina Division of
Coastal Management. -
(c) All excavated materials will be
confined ,.landward of the mean high
water (MHW) elevation contour within adequate dikes or other retaining
structures to prevent spillover of solids into any vegetated wetlands 1
or surrounding waters.
1
(d) The terminal end of the pipeline from S
e
area will be positioned at or reater hang501f et hfromkan retention
the dike and at a maximum distance y Pre
ance from spillway s to y part of
erosion and to allow adequate settlement of suspended solids vent dikke
(e) A water control structure will be installed at the intake end of the
effluent pipe leading from the retention area in order to ensure maximum
settlement of suspended solids.
(f) Flow from the diked retention area will be confined by pipe, trough,
or similar device to a point at or below the mean low water (MLW)
elevation contour to prevent gully erosion and resultant unnecessary
siltation.
(g) Excavation will not exceed 6 feet below the elevation of mean low
water (MLW) .
NOTE: The spoil disposal area may create a mosquito breeding problem. The
permittee should contact the Vector Control Branch (919) 733-6407
regarding appropriate mosquito control measures.
o.o�oxo.
•
Landmark Organization, Inc. Permit #123-86
Page 3
ADDITIONAL CONDITIONS
Stormwater Management
(2) (a) The permittee is responsible for ensuring that the stormwater disposal
' systems are installed according to the plans submitted to the Division
of Environmental Management in consultation with the 0CM and shall
be maintained to operate effectively at all times.
(b) The permittee is responsible for ensuring that additional impervious
surface areas will not be increased to exceed 10% effective impervious
area in percentage to the total site.
NOTE: The building of individual residents on the designated lots will be
by letter of refinement to -th e ,• ting permit. (This will require
a site plan and supporting iri on ti or each lot. )
NOTE: If project lots will not be serve b the county sewage system, the
applicant must contact the local heall0 d partment regarding the approval
of on site sewage systems prior to any,cnlistruction.
NOTE: An Erosion and Sedimentation control Wall will be required for this
project. This plan must be filed at ;>-e 51 thirty (30) days prior to
beginning any land disturbing acti vi'ty-: 15ubthit this plan to the Department
of Natural Resources and Community -0evelopment, Land Quality Section,
7225 Wrightsville Avenue, Wilmington, NC 28403.
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BOAT BASIN WITH
PR PERTY MAP
ACCESS PIER
100 0 100 200 NEAR BRADLEY CREEK MARINA
BY LANDMARK ORGANIZATION, INC.
SCALE IN FEET 4000 OLEANDER DRIVE
WILMINGTON, N.C.
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14 p 14' 141 14' 14' I 14' 141 7 /
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SECTION BII 11
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NET To Scat E r L.W. = 0.0
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AREA IN
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LENGTH A READ. �` =� p �� --- _�.; �• _= , , 44'�1, -.4.°
y ,� � i __) DREDGING ���
I I {�q\� �I ; / �ti� i t� - LIMITS �►
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STILLINGI ( .1 �• " C �C I! I
BASIN {N :`/ 1
1 PIER ELEVATED to '7� F�
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SPILLWAY PIPE ._ 1 i •� r II FLOATING �
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3S0' OLEANDER DRIVE AT BASIN WITH
( 5 76) ACCESS PIER
. NEAR BRADLEY CREEK MA
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DREDGING o PLAN •
BY LANDMARK ORGANIZ.:T
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2 2 I X 2Z' DECK_____ _ __ TTTTTT�--TY-�--r-
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SCALE: I" : 30 �, unangi-- _-- U 51912010
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NEAR BRADLEY CREEK Mi
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I - oL. AN�EQ �Q1 Jr - U 4' 74c BY LANDMARK ORGANIZA'
4000 OLEANDER DRI1.
WILMINGTON, N.C.
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SECTION 'A- A'
` . c.fs.L_�. I11.20'
2"= 6"
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:w 2'i6" ex 4" POST ..
M
17
2"s 8" DECI(�
V-- EL. +7.0 ± '
lti� t - 2 x 8 STRINGERS ON 2-0 CENTERS -
- ° °' 2��: 10"(DOUBLE) '
11L7T 6i10"2 1,J1 GALY. BOLT W/V1aSHERS
1�l 6"DIA. TREATED PILE
ON 8=0"CENTERS (t.1AX.)
BOTTOM VARIES t/a
6'MIN PENETRATION J
' • BELOWHARD BOTTOM l
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TYPICAL PIER SECTION
NOT TO SCALE
4' (TOE 51 ' -
STILLING BASIN EDGE OF
- DIKE GRASS--.
Jr) — _ _ _� .l�.�l1 e, BOAT BASIN WITH
�sPOIL - _ �.. till ACCESS PIER
'�—' NEAR BRADLEY CREEK MARINA
SPILLWAY PIPE EXCAVATE FOR DIKE 70 L.W. BY LANDMARK ORGANIZATION,
TYPICAL SPOIL AREQ SECTION4000 OLEANDER DRIVE
WILMINGTON, N.C.
NOT TO SCALE REVISED FEB. 1986 SHEET 4 C
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INTERCOASTAL DIVING, INC.
6710 MARKET ST. CENTUR BANK 01 0 9 5
WILMINGTON, NC 28405 WILMINGTON,NC 28401
PH.910 395.5211 se 85/53i
Fifty and no/100 �' '
CHECK NO. if
14
10953 DATE
PAY
8_20_99 AMOUNT 0f
TO THE NCDENR $50.00
ORDER
OF
50
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III O Log 3 n' 1 ��� A T{ORIZED SIGNATURE " M'
.0 5 3 1008 501:0 2 ? 2085113 he