20090616 Ver 2_DCM Permit_20091026

)CJ-(,14, 1?Z
P rma Class _rmit Number
v F.W
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Coastal Resources Commission
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for
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Un 'T2 , 3
2009
DENR - WATER QUALITY
4VETO'NDS AND STORK N,ATE BRA?NGtI
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 Sleepy Creek Farms, Inc., c/o Jim Maxwell, 938 Millers Chapel Road, Goldsboro, NC 27834
Authorizing development in Carteret County at a manmade canal off Bog_ue Sound, Old
Causeway Road, Block 19, Atlantic Beach, as requested in the permittee's application 7/30/09 (MP-1 & MP-21.
5/14/09 (MP-3) & 4/21/09 (MP-4) incl the att'd workplan drawings (1) dated revised 7/30/09
This permit, issued on netoher 20, 2009 , is subject to compliance with the application (where consistent
with the permit), all applicable 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.
Upland Development
1) Unless specifically altered herein, this permit authorizes the land disturbing activities associated with
the development of the above referenced property, including the proposed duplexes and driveways,
the stormwater cambers, and the walkway, 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. The permittee is further advised that non-
water dependent activities are not authorized within 30 feet of the normal high water level.
(See attached sheets for Additional Conditions)
This permit action may be 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
March 13, 2014
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
141-09
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.
/,/ IL
CZ: - , ? L
James H. Gr " s e n, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
L Sleepy Creek Farms, Inc„ c/o ,dim Maxwell Permit 4141-09
Page 2 of 4
ADDITIONAL. CO?+DITIOtiS
Sedimentation and Erosion Control
In order to protect "water quality, runoff, from construction Shall nct v.S.bl`;' increase the amount of
suspended sediments in adjacent waters.
3) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.).
4) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion of
any phase of grading on cut or filled slopes.
Spoil Disposal
5) All debris resulting from the removal of the existing boatramp shall be disposal of in an approved high
ground disposal area.
6) No spoil material shall be placed within 30 feet of the normal high water line.
7) The spoil area shall be inspected and approved by the Division of Coastal Management prior to the
beginning of activities associated with the removal of the boat ramp. The permittee shall contact the
Division of Coastal Management at [phone] two weeks prior to commencement of dredging
activities to schedule a site visit for spoil area approval.
8) All excavated materials shall be confined above normal high water and landward of regularly or
irregularly flooded Coastal Wetlands behind adequate dikes or other retaining structures to prevent
spillover of solids into any marsh or surrounding waters.
DockinIZ Facility
9) Should either adjacent property be sold prior to the initiation of construction of the docking facility, the
permittee shall obtain a written agreement from the new owner(s) agreeing to allow the construction of
the permitted docking facility within the riparian corridor of that property, and a copy of the new
agreement shall be submitted to the Division of Coastal Management prior to initiating construction of
the docking facility.
10) 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.
11) Unless specifically altered herein, this permit authorizes 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 docking facility
without permit modification. No non-water dependent uses of structures shall be conducted on, in or
over public trust waters without permit modification.
leep Creek Farms, Inc., c/o Jim Maxwell Permit 4141-09
Page "3 of 4
ADDIT10--`sAL CONDITIONS
12) The permittee shall maintain the authorized .=cork 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
per-f-I act;T ?ty w;1-11 l out laving it transfer:-?d to a third party.
perm-" 1 +?ll V 1L . -
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13) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the L.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, pert-nanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
r 14) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
docking facility. Any sewage discharge at the marina/docking facility 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.
15) Any portion of the permitted access pier and docking facilities built over coastal wetlands shall not
exceed six feet in width and shall be elevated a minimum of three feet over the wetland substrate as
measured from the bottom of the decking.
16) No portion of the authorized docking facility, including tie piles, shall extend more than one quarter of
the width of the water body. Measurements to determine width of the water body shall be made from
the waterward edge of any coastal wetland vegetation which borders the water body.
17) This permit authorizes a maximum of 20 boat slips. At no time shall more than 20 vessels be moored or
docked at the facility. The restriction of the number of vessels shall apply to all marine vessel types,
including but not limited to motorboats, sailing vessels and personal watercraft.
Easement
18) An Easement from the Department of Administration's State Property Office may be required under
N.C.G.S. 14-6-12(e). The permittee shall contact the State Property Office at 919-807-4650 prior to the
initiation of construction of any structures over state-owned submerged lands to determine if such an
easement will be required. Any required easements shall be obtained, and a copy provided to the
Division of Coastal Management at 400 Commerce Avenue, Morehead City, NC 28557, prior to
construction of any new boat slips or other docking facilities authorized under this permit.
Shoreline Stabilization
19) The authorized bulkhead shall be constructed immediately waterward of the existing bulkhead, except
that the bulkhead that will be used. to close off the existing boat ramp may be constructed as proposed.
20) The bulkhead shall be constructed prior to any backfilling activities.
21) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
:sleepy Creek Farms, Inc., c/o ,Jim Maxwell PQrmi# 141-09
Parje 4 of 4
ADDITIONAL CONDITIONS
22} The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles,
or other suitable materials approved by Division personnel.
f
?3) All backfill material shall be clean and free of any pollutants except in trace quantities.
24) All backfill material shall be obtained from a high ground source and confined behind the permitted s
bulkhead.
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i
2??} No backfill material is to be placed within 30 feet of the normal high water line, except that which will s
be used to backfill the area behind the permitted bulkhead. 1
{
f 26) All fill material to be placed below normal high water level shall be confined behind the permitted
bulkhead.
General
27) 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.
28) The pilings associated with the existing docking facility shall be removed in their entirety. In the event
that a piling breaks during removal and cannot be removed in its entirety, the piling may be cut off flush
with the bed of the water body.
29) 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: The permittee and/or his contractor is urged to meet with a representative of the Division prior to
project initiation.
NOTE: The N.C. Division of Water Quality has authorized the proposed project under DWQ Project No.
09-0616 v2.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under COE Action Id. No.
SAW-2009-01241 which was issued on 7/1/09.
NOTE: The expiration date of this permit has been extended in accordance with Session Law 2009-406.
go , `'4,
~ n ~ ELECTRIC
'Pn,~y ~ ~ I,` BOAT LIFT ~ J ~
g , \ ~ 3FT i : 1 s I 3FT FIXED
FINGER 2 x 6 DECKING
~ ~ o I PIER. PIERS STRINGERS
\ ~ ` L1 i ~ . ~ ~
- ~ \ N.H.W. EL 1.23 s~ I - ~ ~ ~ ~
Li1l~'~~~ ~ , j- ~ ~ ~ ~ ~ \ N.L.W. EL -1.87 ~ ~ ~ N.H.W. EL 1.23
- I ` I ~ ~ \ \ ALUMINUM _UMINUM 2ADLE
W \ \ CRADLE x
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~ ~ v ~ I \ r_ .b ~ I I I ( \ --I 1 m ~ r- 1 ~ \ TILER PILES
I I:1 ~ i -1 ~ ~ ~-..1 t.. r • \ I 1 ~ I I I I I \ ~ i -I~ \ EX. B0 -=H - ~ .J ~ k.a EX. BOTTOM
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\ 8" TIP PILES VICINITY MAP NTS ~ \ \ 8 FT MIN EMBEDMENT MENT
\
\ \
\ \ SECTION-DD-DOCK
\ 1 " = 5'
\ \ - SIFT
\ \ \ fl _ t
SCALE . 1 10 \ \
\ \ / \ ,
/ ~ \
/ 09 \
3• a• ~ \ ,,o
\ ~ 2X6 DECKING 2X12 CAP
2X12 CAP \ 2X6 DECKING KAY ~ 6FT CANTILEVERED
6FT WAL W \ 4X4X4 0 WALKWAY ~ ~ c 48" O.C.
X r ,r 4X4 g 0 4X6 WHALER \ @ 48 O.C. DOUBLE 2X10 ~ ~ GOA5TAL
R \ \ \ \ HEADS \ " \ CAROLINA POWER 6 LIGHT CO \ i'~, ~ 1 4X6 WHALER HARSH i ~ 12FT 5/8"
12FT 5/8" ~ 5/8 GALV THRU BOLT \ ~ NC PIN:637512952064 E I R GALV TIE BACK \ ~ EIR;i~ , ~ ~ GALV TIE BACK
NNW EL. 3.1 ~ ~ i \ \ - - - NHW EL. 3.1 i , 8" T 1 P PILE ~
8 TIP PILE ~ ~ / PROPOSED % ~ DEAD~IAN ~V~ VINYL F ~ ~ ~'k ~ ~ ~ DEADMAN
~ SNEETPILE J` NEVI BULKHEAD ~ • ~ `~s
o ~ ~j SEE SECTION B-B S- !ice k ~ ~ ~ ~ -NLW EL. 0.0 20 ~i~ s.
~r rr , , r G ~ s s s. EXISTING ~ coo Fc \ s 4 ~ ~ ~sss ^ ~ \ ; :fir ~ \ ~ ~ NLW EL. 0.0 i
~ ~ / SNEETPILE ~ ~ i:' ~ ~ ~ ~ 9F REMOVE i,
, ~ ~ A~ EXISTING .0 i~ BOATRAMP AND yA EXISTING - ~ SHEETPILE VRNYDSED ' ~ \f
~\~G ~o, FILL ~ ti ~ ~
rr ~ O tiF BFTTIP~ PIMENT rs , ~\ya s ~ EIR ~ ~ SHEETPILE
~ ~ SECT I ON-EE-WALKWAY
M N E BED E ~ \ ~ - I ti , F < , n~, STORMWATER i' , , , IAND DISTURBANCE 9 I ~ ~ ; . ~,,ees2 SF ~ ~ SCALE e 1 " = 5'
.CHAMBERS \ i i i ,f, ~s ~ ~ ~ ~ ,
\ i i \ i i ~ s \ I , i S v`. ~
\ i i ~ i ~ i' ~ a , ~ i > i \r
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~ ~ ~ i~ \ x ~ i i' EXXSTING J' ~ i' DR1Y,~ Q~ ® I
~ SIR , ~ ~
- Y A WAS , ~ ~ ~ ~ ~ xX
SCALE • i ~ \ \ y ~ -s.88 so STORMWAT X G I ,~i ~s EXIS~INGn ii DRIV ~j
F~ ' op CHAMBERS > ~ t i ~ s
/ \ ,'9.26 , / / \ \ ~~y ~ v ° , ~ Via' ~ ~ ss 'o\ 1. '
~ -6.5s o \ d ~ \ \
/ -4,39 °-6.5 \ ~ ° ~ \ ~ W
o x z.ee \ ,
2X12 CAP ~•Z4 ~ \ ~ , \ \ v` ~ ~ ~ 6s / x'60 STEPS o DRIVEING _ I _ _
6FT CANTILEVERED \ °-6.33 ° 6 'o .<~30 ~ ti y o ~ SIR ~ ,~,9i~- ~ ~ 1 ~O \ O F
Y \ 3~\ \ ~ 7. ~ 2X6 OECKING WALKWA \ ~ s ~
\ ° s.n y / ` • o 00, \ ~-STORMWATE . \ y, t9,03 0o C h , , ~ CHAMBERS ~ > o a s, ° EX'KSTING ~ ~ ,
4X4X4`0" 4X6 WHALER ~ Z/, \ o0 VA°-2.44 a ~ v •~DO ~ \ 0 STEPS ~ ~ ~~,0~ ^ ~ s DRItl~ \ I
48" O.C. _ \ j d'~'. ~s EXISTING DUPLEX $ pFp /9~ Os~,S ~ \ (n
\ s.a9 °-3 STEPS ;C.+.• ~ ' ~ °~u' • op
GALV TIE BACK ~ °o ~ 6• 6 6 toy / A O/ Q ~ . \ \ Q , 3 p Y,._ i
.a~ ~ ~ e9.e9 9~D Q~ 60 x' i i 's; lANO DISTURBANCE ~ ~ ~
NHW EL. 3.1 STEPS 's PS ' 's ~y~' STEP 232 SF = m
8 TIP PILE n~ PROPOSED s.R~ ~ ~ VINYL ~ ~ A ~s,~ -4.a , 4ZS'~.,p6y0 ~00~ ~ ~ ~ U ~ a
DEADMAN ~ ~ ~ 9 5NEETPILE ~ -6.16 \ 1 ~
~ 1 60 ~ NLW EL. 0.0 ~ ~ \ i ' ~ 4.24 ~-9.2 CV ~~2 ~ ,~~1~~ STEPSi i S ~ m ~ ~ U
! , , , o ~
~ 9j°f9.1! ~ , $TEP$ ~ 6 / ~ / EXISTING \3.34 ° 1~~~ srEPS op ~.~5a:'' ~ ~rFs~s,~, F- I C~.,•Op EXISTING DUPLEX 0 / i ,i ~ ~fe \ Z
SHEETPILE fj.~9 .o .41 y 6 p0 ~ p i' ~ (
° i o `'i 00 i S ~ ' \ : i' F' '
` s ' ~ so 1 -3.571 ~ ° 4ma STEPS s0 y0 ti8 ~ ' ' ~i~~ \ \ ~ y
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° ' ~ D o -3.06, / / - ~ ` - A -e,ae~ ~ ~ ~ ~-STORMWA 0 , ;i ,fl I
A CHAMP i i
• ~i i a.z ,,.y3 S s~ 1 S C A ~ E s ~ - ~ EX. P PLES , -6.30 ~ / % ~ / \ I £t
/ s.e7 TO BE itEMOVED d _ 35 -9.79 so 3a \ r i,~r' \ ~ ~ ~j ~s,~~, w
i I ' ~ , _ op ~b
r s9 v~ 0 a t~.69 ~ ' ~ \ ~~A , ~
°-9.71 1 'ps
f ~ / 4.15 , 1 .A ~
J °-9.23 ' , ' ~ °-6.36 ' ' ° i i ~ / REDEVELOPMENT DATA i ` ' ~ ~NING~ \ I
-5.37 ~y,' ,'3 ' 1~ON \ ~ % ~
EX. DOCKS /,~'t~' ° ss6 / TOTAL PROJECT AREA = 40.075.2 SF ~ BULKHEAD ° 5•ia ~ ~ ° D ' ~ COOPER. RHONDA G.
(.92 AC? ~ EX.` PILES -z.ze , TD IRE REMOVED .d s ;l~ ° 0 STORMWATER~'q NC PIN:63751694571 ~ I REVISIONS -z.ze ~ ~ E ~ CHAMBERS '~y DB 506 PG 9i ,
LEGEND = II°-3.34 - RECEIVING STREAM/ ROGUE SOUND ~9s9 o ~ ~ NEW ~ I Na 61' DATE DESCR1PT10N
a e INDEX/CLASSIFICATION = 20-36-(8,51/ SA.HOW .~s/~o 19 a e ` ~ BULKHEAD ~ TIE INTO EX. ~ \ ° 19 0 ` BULKHEAD ~ 1 DWG 4120/09 CAMA REVISIONS
EIR EXISTING IRON ROD T ~ °9. EXISTING S RUCTURES \ SECTION E-E 2 OWG 5/11/09 C
EIP EXISTING IRON PIPE °-9.a5 ~ s~' 'a~ PROPOSED STRUCTURES = ~ EXISTING IMPERVIOUS 6614.5 SF ~ ~ 's SIR SET IRON ROD G ° s 's ~ EXISTING 3 DWG 5/14/09 EV PoRCH LOT 2 &
(LOTS 3 b 41 o PP POWER POLE QUARTER DISTANCE LINE ~ -9.50 ~,~.n~ - ~ ~ , FROPDSED IMPERVIOUS - 9266.25 SF 1 ' ~ ' BULKHEAD ' 0 ~ ~ MAR t'~E~~ j1 ll ~~i~? ~Ull~~!t' G"
LP LIGHT POLE ~ /1~ ~ ~ s CENTERLINE OF CHANNEL (LOrs 2.5.s1 J °.642 ,.y. ° ~ - ~S ,~0• ~
EXSSMH EXISTING SANITARY SEWER MANHOLE ~ ,'10 -10.60 / Cry, / ~ s EXCO EXISTING SANITARY SEWER CLEAN OUT -75' AEC- 75 AREA OF ENVIRONMENTAL CONCERN TOTAL = 15.860.75 sF 9 ~ ~ MAJOR CAMA DEVELOPMENT
~ ~ by EX EXISTING -30' BUFFER- r IMPERVIOUS x = 39.fi3X ~ F J 30 CAMA BUFFER , ~ ~ ~ ~
DB DEED BOOK '
MB MAP BOOK ~ IMPERVIOUS IN 30 FT BUFFER = 415 SF \ ° 1e,55 ~ ~ ~ ~ SUNSET VILL~.S
PG PAGE COASTAL WETLANDS ' 9~ IMPERVIOUS IN 75 FT AEC = 10.909 SF ' e.7e ~ ~ 1.00 ~-n.7z ; HVAC HEATING AND AIR CONDITIONING UNIT ~ L®TS 3 ~ LCD. 19 ~ ~ ,
CONE CONCRETE EXISTING IMPERVIOUS AREA IN 75 FT AEC = 3, 4 ' ~ ~ P 2 0 9 SF I) °1~r-Ek ICES
ECM EXISTING CONCRETE MONUMENT ~ , ~ AA TO BE REMOVED iovED ~qp MOREHEAD TOWNSHIP. CARTERET COUNTY, NORTH CAROLINA
OHE OVERHEAD ELECTRIC ~ ,~-'zee' OUT ELECTRIC OUTLET PROPOSED IMPERVIOUS ' '~16 EX. ODCKS EX. DDCKS rsT9~c CLIENT SLEEPY CREEK FARMS INC DESIGNED:
PRE DEMOLITION IMPERVIOUS = 27.056 SF ~ TD REMAIN N/F NOW OR FORMERLY f OLD SUNDOWNER MOTEL) , % _11•~a TD REMAIN F~ C/0 JIM MAXWELL RDC ry
NWW NORMAL HIGH WATER , - LAND DISTURBANCE LINE , F `,oa++++++++yy ADDRESS 938 MILLERS CHAPEL RD DRAWN:
NLW NORMAL LOW WATER ~ °-,,,65 (M) MEASURED '-,a.a6 CAIq ymi®~ GOLDS$ORO, NC 27834 DWG ® ys
(R l RECORDED I~ _ ~ ~ ~
rrnrro morn norm 1~1en?1 rr,1r nncT ~ n 1 G n ? n r_ n '~®`~0'a`~4~SS~~~`~I/ss PHONE: ~11Q-77R-`~1Rf1 CHECKED:
rURr r1DGf` Uri!%, VVIAMN1INV rV.]I u JV J V JV UV
RCP REINFORCED CONCRETE PIPE -6042 EXISTING DEPTHS WAMM 12 11 ` .eT, *2 +STROUD ENGINEERING, P.A. APPROVED SEAL 3349 RDC
a t„? a (4 a Q. 151-A NC HIGHWAY 24
SHEET #2 OF 2 SCALE. n= 30' MOREHEAD CITY, N.C. 28557 DATE
PROJECT PM1538-1 r`®re p C13 L®eaee°e 2) 7-7479 4/10/09
DESIGN FILE 1538/1538-1/CAMAMAJORAPPLICATION>DGN iiillNf1411 SCALE:
It NAL D. CULLIP ER eEe 1 30'