20080603 Ver 1_DCM Permit_20080602

Permit Class
NEW
01-
STATE OF NORTH CAROLINA
Department of Environment and Natural Resources
and
Permit Number
82-08
Qr??r?od?p
JUN 2 2008
DENR - WATER QUALITY
for WETLANDS AND STORMWATER BRANCH
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
Coastal Resources Commission
Prm i t
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Graydon W. and Melba Tripp, 105 Marion Drive, Greenville, NC 27858
Authorizing development in Carteret County at adj. to Bogue Sound, 551 Neptune Drive,
Cape Carteret , as requested in the permittee's application dated 3/17/08 , including the
attached workplan drawing (1) dated "revised 3/14/08"
This permit, issued on _ May 29, 2008 , 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.
Excavation
1) In order to protect juvenile shrimp and finfish populations, no excavation shall be permitted between
April 1 and September 30 of any year without the prior approval of the Division of Coastal
Management, in consultation with the Division of Marine Fisheries and the US Army Corps of
Engineers.
(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 shall 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 shall cease when the permit expires on
December 31, 2011
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DENR and the
Chairman of the Coastal Resources Commission.

j Jamd R. Gregson, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
Graydon W. and Melba Tripp Permit # 82-08
Y Page 2 of 4
s ADDITIONAL CONDITIONS
d
2) Unless specifically altered herein, the dimensions of the area to be dredged shall not exceed the area that
is expressly and specifically set forth in the attached permit application and workplan drawings. Any
proposal to change the area to be dredged shall require permit modification.
3) Excavation shall not exceed -4.0 feet below the normal low water level. In no case shall the depth of
excavation exceed the depth of connecting waters.
4) No vegetated wetlands shall be excavated or filled outside the alignment depicted on the attached
workplan drawings.
5) The temporary placement or double handling of fill materials within waters or vegetated wetlands is not
authorized.
NOTE: The permittee's contractor is advised to contact the U.S. Coast Guard at [phone], ext. 108
to discuss operations and appropriate lighting, markers, etc. for all dredge equipment.
Spoil Disposal
6) All excavated materials shall be confined to the area indicated on the attached workplan drawings
behind adequate dikes or other retaining structures to prevent spillover of solids into any marsh or
surrounding waters.
7) No spoil material shall be placed within 30 feet of the normal high water line, except that which shall be
used to backfill the area behind the bulkhead and retaining walls.
Shoreline Stabilization
8) The alignment of the authorized bulkhead and retaining wall shall be staked by the permittee and
approved by a representative of the Division of Coastal Management within a maximum of 30 days prior
to the start of any construction. Failure to initiate construction within 30 days, or erosion of the
shoreline by adverse weather conditions shall require the alignment to be restaked by the permittee and
re-approved by DCM within a maximum of 30 days prior to the new expected start of construction.
9) The bulkhead and retaining wall alignments shall be located at or landward of the normal high water
level and all regularly flooded Coastal Wetlands at the time of construction.
10) The bulkhead shall and retaining walls shall be constructed prior to any backfilling activities.
11) The bulkhead and retaining walls shall be structurally tight so as to prevent seepage of backfill materials
through the structure.
12) The bulkhead and retaining walls shall be solid and constructed of treated wood, concrete slabs, metal of
vinyl sheet piles or other suitable materials approved by Division personnel.
13) The backfill material shall be clean and free of any pollutants except in trace quantities.
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Graydon W
and Melba Tri Permit # 82-08
.
pp
Page 3 of 4
r
ADDITIONAL CONDITIONS
14) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead and retaining walls.
Docking Facility
15) Unless specifically altered herein, this permit authorizes the boardwalk, boatlift, and all associated
structures located in or over the water, all expressly and specifically set forth in the attached permit
application and workplan drawing. 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.
16) 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 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.
17) 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.
18) 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.
19) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
that may be caused from existing or future operations undertaken by the United States in the public
interest.
20) This permit authorizes a maximum of two boat slips.
Sedimentation and Erosion Control
21) 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.). At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities.
22) All disturbed areas shall be properly graded and provided a ground cover sufficient to restrain erosion
within thirty days of project completion.
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Graydon W. and Melba Tripp Permit # 82-08
Page 4 of 4
z
ADDITIONAL CONDITIONS t
A
General
23) 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 t
unreasonable obstruction to free navigation of the navigable waters, the permittee shall 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.
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: The N.C. Division of Water Quality has authorized the proposed project under General Water
Quality Certification No. 3642 (DWQ Project No. 080603), which was issued on 5/15/08.
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project COE Action Id. No. SAW-
2008-01226-016.
Exisfin P-K ' g Narl NOTES: Existing P-K Nail `REVISIONS
Edge. of Pavement 1 E D Eo'ge of Pavement PR 7112/07 Per Owner
o ro HWy. 24 _ o Stabilize all disturbed areas o ~
one A E' 1" = 3 ' ~ 1N t as SCALE: 14/24/07 Per LAMA SCALE: 1" = 30' ~ R/.w~ ~ ~ m ~ ~ ~ 4
NePt SC L . 0 (temporarily or perinanen ly ~ 2 6 6~ ~ Q ~ ,~~~m _ ~ 1118107 Per CPS & LAMA ~e t1nr, ~ ,
appropriate) w! see an crimpe - r, une -
pr, z „e ~e 1 mulch or sod, rolled erosion P Neel $ t )0 Nep~un~~- ~ 1~' ~ w W~ , 3114108 PerDCMICAMA
{ o ~ avemen ~ control products or any means w ~ ~ ~ e of F ~ S 84' 19 S 84'19'21 "W 427.80,. to sQ Ed9e of ~ ~ c > ~
• z S 84 19 21 W 427.80 to Ed9 ~ ~ necessa to minimize erosion . 3 ~ Q 6 ry Exrstmg as Existing Nail c/1 .int. Neptune ~ ~ ~ ~ _
Q .Existing Nail c 1 'int. Ne fun ~ N ~ p e rans ort. and revent sediment t Drive & .Noll „ ~ ~ P P Drive- & Drive- & Holly Cane: O 35,2 ~ ,,E p j
y Lane 2~ ~ o 80'3 N N8 ~
pr, cn xeo' _ 63.70 This plan document is for CAMA 63~?0 c,r / ~
r permitting purposes. Owner &Jor ? E.C.M. , 6 - / -
F. C.M. - ; - - ~ 6 ~ ` ~ ~ ~ _ Contractor responsible to insure
~ P construction is ~ .P. E.LP all protect
consistent with owner s intended ~ + 5.7 ~ ~
Zone AE i + 5,7 / ZOne AE ~ + 5,7
- uses. Owner &/or contractor El. ~ ~ Sr to ( )
res onsibili for ro'ect P tY P J BOGUS SDUND
one compliance with all applicable ,one ~ dine I Zane ,
°d Z codes, ordinances and VICINITY MAP-NOT:. TD SCALE FI0 + 5,3
regulations including building- + 5.5 O + 5;5 t C~ I
HIGH GROUND ELEVATIONS RELATIVE TO NAVD 1988. codes setbacks on-site o + 9:9: SPOT ELEVATION UNLESS NOTED OTHERWISE • ' o . I Q © _I
wastewater system specifications,
LEGEND: - built u on area re uirements et P q ~ ~ I
EX.-EXISTING E•i;P.-EXISTING IRON PIPE i Cetera.
E.C.M.-EXISTING CONCRETE .MONUMENT i 20 Drainage ~ ~ ~ 20' Drainage. 0. L ~
o -NEW IRON ROQ UNLE5S DENOTED OTHERWISE , I Easement Contour limits In accord with point _ _ ~ I o Easement ~ o 5 I ~ ~ Q1 ~ rn o
EXISTING LOT NUMBER 5 I . Zone AE ~ _I ~ m ~ N
n A elevation data collection within Zoe E i 1 EXISTING coNTOUR ~ ro'ect extents.
~ / ~ f J ~ ~ ~ ~ w ,
' ~~-PROPOSED CONTOUR; 7 ~ , ~ to
e0.10 BASIN SPOT. ELEVATION- REIATIVE'TO NLW 1 / o Contractor responsibility to r + 4.s , ~ N.I.R. ins ect site and ident' field _ z i + a.a , N. L R.
SEDIMENT FENCE - ~ , P rfy IV t» ~ N~ ~
.-x ~ ~ • • elated ro'ect ~2~. xistin Nei hbors-Boot Sh s -..x ~ CondltlonS and r p J E 9~ 9 pa ~ . ~ c o ~
~ t ' lications thereof. cos imp Proposed Boat Slip i ~ 2r ~ W ~ = z
t,~ I ~`L A + 0' WOOD BULKHEAD w 'y ~ - ,~0~- Exsf. Wood Bulkhead N ~ Q o
O 1 v ~ ~ PROPOSED EXCAi?A7ION 0.00 ~ . ~ ~ } Wood Fence In wetrand Area 15 ~I O E ~ o
Wood Fence 1 II ~ ~ o.o 1 i 0.0 W
Z ~ 1J+ v +1.9 z ~ 1 ® r, ~ of t _ O + w ~
O +4.5 +4.3 \ ~ `I ~ NOTE; PROPOSED TO DREDGE ~p ~ 4.3 > w
~ yl 'BAS1N TO MAX• EXISTING CANAL N ~ 0:7 N ® ~ I-0.70. W ~ O
DEPTH AT NLW •a 10.0 Flood Zone -Erne 1 2,2+ ~ Proposed Boat _ _ r~ Flood Zone Line 1 v rn t,a -Lift See Enlarged 4,6 1 N ~ ~ "
w ~ I + +2.3 + 4.6 ~ Plan View + 2 ~ r
~ I 2. r. ~ i y - ~ o I ~w
1 I I 60 ~ I ~o
AREA OF V + 4• r ll o.a N I .0 N PROPOSED DECK I ' / " , ExtSTlNG
COASTAL Waters edgeli O y ~ 6' V~rDE 1 ~ o - . BOAr
WETLANDS y o of Marsh 1 . W .2 + 1 1 1 1 J+'v BOAT - 3 uFr
1 1 1 ~ .LIFT + 0.8 / ~ o,eo
1 ~I 1.7+ 1•~ 0.0 3:1 yN ro ~ - CANAL NEW DEPTH - 7 = 00 4'~" 1
+ 4. X /1 ~ 2.6 + - End of Wood Fen 9 ~ I Boar ~ + 4, 9 1 II BOAT End of Wood Fence ~ Wafer's .edge L P ~ LrFT
~ + 2. r LrFT Beginning .Chain Link. ~I of Marsh L . aTTltr~-~Ir~,2a
Begrnnrng Chain Lrnk - l I 2.3 + 17 ~ ~ Lands edge/ ~ Boar 1.2 ~
AREA OF 1 of Marsh i uFT Q, , 1 II 1 ~ `~-5~ I d~~.
n I .PROPOSED Zo e VE 1 I I + nn I + 2J * 2, 2 ~ ^~r Zone VE I - ~ ` + X40 +-z.zolll
EXCAVATION , (El. 12) 1 I I e + I ~ I D.0 2.6+ 2.6 ~ (El. 12' I " ) 1(r~" I ~ ~ o +-z.6o III ~ ~ I a;o- ~
_In WOtla~ r,, ea + 4.6 I I I Temporary Excdvatian 1 l ~ ,~~.oo j
1 I + 2.8 ~ 1 I ~ .0 0.9 + Spoil Stockpile I 2 I I y
1 \ 1` ~ (Side Slope 2H.• 1 V Min.,: 1 ~ III ~ ~ y ~,~w. v I ~ I -
I ~ ~ 1 . 111 ~2 • II~` I k . L III
Chain Link. Fence ~ I I + 0.0 ~ s i \1 Chain: Link Fence 1 s I 11
~ ~ I ~ 1 I ~ ~ II` + 4,511 ~and~syed,~e B III
AREA OF + a•5 I I l g E. L P. I I 1 J o f Mars~i ~ ~ II Exsr. wood BUlknead I°
1 I / t 1.5 + PROPOSED E.LP. + ~ I L I l . 2 WOOD BULKHEAD y y
'EXCAVATION 1 / I I o.o I 0.00\`
Above NHW ~ ~ I I ~ ~ o.o ' S 8901 42 W ~ y "W l..»_-_ y
4~ ~ l ~+1.7 ~ ~ ~ ~ / ~ 23.18 Lr PROPOSED LKHEAD ~ 0.
o~ AI > ` o 0 ill
? 3~ IC~, ~ + 0.0 ~ 25
- - ~ I ~ ~ i Pile Center y Z ~ ,
AREA OF _ _ ~ _ ~ y + 2.5 to Plle Center ~ 2 EDCE Of MARSH ~ EDGE OF MARSH O N
PROPOSED PROPOSED RETAINING ~ ~ v - v ~ ~4 psi r~ WALL ~ Wa{eF ~r~ ~ ~ z ;
r 4 + r•5 EXCAVATION , h Wate , o.o Normal H'g . , y ~ ~ W ~
al H'g 12.5 Below NNW_ .Norm. . ~ . Water's ed e )111 y~ y LJ i ~s" ~v
g + o.s . . . . of Marsh + . + o + + + + 1 a/ Y ~~iill (y v
0.1 Outer ridge + 0.9 i PROPOSED BULKHEAD ~ +0.00. ~ r N
+ . + o.o + o, t 12.5 of Plle to . Outer Edge
AREA OF 1e ` .Water's edge x ~ Y Kh ~ ~ ~ ~ W of .Marsh- ~ a--4 ~ Z
of Pile PROPOSED + o.o~~ +o.oo y ,k~X' Z ~ a
o, + o.o .UPLAND FILL. O ~ e O ~ ~ +0.1 +2.6 +1.4 ,a +-0.10. + 0 W
+ o.o +0.00 ~ ~ r ~ ~ W r,
+ + Pro osed Boat tlft o.0 1.s A
Pile to out & Enlar ed Y 9 p l i ~ k I,J,J Q
WATER DEPTHS AT LOW WATER Plon ~eW .NOTES: 0.3 + + 0.1 +
-.ALL MATERIALS AND CONSTRUCTION TO COMPLY WITH + 0, 4 1.8 SCO1e 1 =10 ~u' +-3.90 Q. F-1 , ~ o
N U ING CODE RE4UIREMENTS: + + J.9 Confirm Pile Lo out With 8oaf Liff APPLICABLE PERMITTING A D B ILD + 0.3 + + 2.8 3.5 ( Y 0.7 +-0.30; +-0,70 w`, d@ k,X ~ `x~'` Q ~ ~q U ~ +-2,00 kx~~ ~i~ " ~ rTl ~
+ Monufacturer Prior_ to Pile lnstollation) THE PLACEMENT OF FILL SHALL BE PERFORMED IN A MANNER 2.0
SO AS TO NOT CREATE ADVERSE STORMWATER OR DRAINAGE + 2.0 + 3 + r.9 ,8 +-1.90 +-2,00 ,%0 , ~ ` ~ 0. ~ M-+~ p
IMPACTS TO ADJACENT PROPERTIES. + 0.6
Exisfin Grade g Q ~ ~
~ a
xi in Bottom Proposed Bottom 4 Est g z ~
r ~NHW ~ Q
N/W -.r
. i _ ^
DA~"U F,L1?JV =4
Relative to NL ~ a _ ~
o ~ N ry' _ A N ~
0+00 1+00 ~+ao 3+00
Basin Section i-1 scale:l °=10'
All Construction w P, T. Lumber Pro osed Retainin Wall ~
Existin Grade p g _ with Treatment & HOG or $etfer g Per Owner
.Fasteners Appropriate For Use.. & Proposed Deck Locafion
Existin Bulkhead Proposed Bulkhead g
1 Rnnnderv k To~ovrenhic 9ese Sarvev
Existing Bottom o
Provided b . P T Wood Dock Pilings not less than 8 f ' PERMITTING SET DATE: 07-12-2007 ry
2 ---NNW P.T. Doc ~tYP~ ess t f NNl w- _ _ - - - - _ - - - Penetration and Spacing Dependent on Total
- o B e ll Ad- PhfIl= 0 Su] Applied Loods & as Permitted by NC Building p Y g er ,5'urv~yfn~, PLLC. NOT RELEASED FOR CONSTRUCTION PROJECT: 07---065 Swansboro, N. C. [phone]
:E2L~/ 604E Cedar Point Blvd. Swansboro, 2 Codes. Email: abells ,nail: a bellsurveying&tcpZ. corn
DATU ELEV -4 DRAWN BY:JF & PP iRDING OR CONVEYANCES
11 elevations NOT FOR RECORDING OR Relative to Lir a1 deck, bulkhead and retaining wa Proposed Bottom Fin per owner & contractor;
Basin Secilon 2-2 swie;1"=10' Sheet: 1 of 1