60783D - Manning

&&?!A / DREDGE & FILL ✓ N O . 6 C
!)ENERAL PERMIT Previous permit #
ew ❑Modification ❑Complete Reissue '-Partial Reissue Date previous permit issued
)rized by the State of North Carolina, Department of Environment and Natural Resources
Coastal Resources Commission in an area of environmental concern pursuant to 15A NCAC# • ��/
,/jam � ules attached.
it Name �'/A/ V ! i/"!h✓i�o; Project Location: County �ew Ova
2 o?1 Y.44wh Street Address/ State Road/ Lot #(s)
I'V l Ae"IrV 40-7 State've, ZIP Li �/ C �r� Ht H-il�h
"U�Oax # ( ) y Subdivision C N".e ��7!!1✓h
Eed Agent 7%'/�% 1AW It' City (�/'��+-,ph4k07 ZIP_2
Cw VEW C�-fA 1,1� PTS Phone # (_ ) River Basin eGr
OEA HHF ❑ IH - UBA _: N/A Adj. Wtr. Body / 22,iA �sh
PWS: ❑FC: /
yes � no PNA yes / no Crit.Hab. yes / no
Closest Maj. Wtr. Body ✓� �► s�' n Olero
�f roject/ Activity
lock) length
length —
wmber
Ripraplength— i
vg distance offshore Z
nax distance offshome ,,-J,
channel
Bulldozing
*40
ne Length i not sure yes _
gs: not sure yes
mum: n/a yes 1
O no Q
..
Attached: yes no
ling permit may be required by: /V 71, rj,�(K f/>f
/ Snerial Cnndirinnc C b I.,,e Z-7 Li 11 hi-. _,, /. .
(Scale:
❑ See note on back regarding River Basin

r
N.C. DIVISION OF COASTAL MANAGEMENT
AGENT AUTHORIZATION FORM
of Property Owner Applying for Permit:
., / /1 A 4
ig Address:
Fy that I have authorized (agent) to act I
for the purpose of applying for and obtaining all CAMA Permits necessary to
or construct (activity) 0,,/
property located at) Al - h4aVeA
RECEIVE
DCM WILMINGTO
NOV 2 8 2012

G�GIf ve- -
ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to ,� lit/ ; fit" �;,�L _ 's
(Name of Property Owne
property located at ,
(Lot, Block, Road, etc.)
(Waterbody) (Townand r County)
Applicant's phone #: / fr / lj 7 Mailing Address: k-(ife led
He has described to me, as shown below, the development he is proposing at that location, an
have no objections to his proposal. *e--.l
- - --------- - - --- ---------------- - - -- - - ------------ - ---------------- - ------------ - -----
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT:
(To be filled in by property owner proposing development)
(Information for Property Owner Applying
for Permit)
326 TIC r✓Le24� R�
RECEIVED
DCM WILMINGTON,
NOV 28201Z
(Riparian Property Owner Information)

- -de-li VC"y
ADJACENT RIPARIAN PROPERTY OWNER STATEMENT
I hereby certify that I own property adjacent to 's
(Na a of Property Owner
property located at .,G;_'/j/, (14ef,14.el U{ll
(Lot, Block, Road, etc.)
on , in
(Waterbody) (Town and/or County)
Applicant's phone #: - Mailing Address:
,L�
He has described to me, as shown below, the development he is proposing at that location, an
have no objections to his proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT:
(To be filled in by property owner proposing development)
-----------------------------------------------------
(Information for Property Owner Applying
for Permit) nn
'7 ,7 / -I-'- - /- -//%C - - /]
RECEIVE[
DCM WILMINGTON
NOV 2 8
(Riparian Property Owner Information)
.AyI i /) -, /yd_

Y(:7 AooYA V�l -7,57**YA�2 ;41 /7 e� t�-
r

2'4<
RIGHT- OF- WAY
FLOAT
o 11 Doc
J.00 C�V
/N\ ti ,�O• pF��Fp BULKHEAD
our x N 70.2/ 001,
�0 t/N� y � 54.90' �O
DECK LN
POWEk0 Po ERa 6 LT OLD IRON -
4. /-
SPILT LEVEL 2 W
BRICK d WOOD W
i/AIN-LINK g DWELL /NG p Q
FENCE �2. FF /3 00
p CONC. WALK
OVERHEA ELECTRIC
S 70.21.00 " E /68, 85,
S.R. AV 1622 q�
HANNEL HA1VEN DRYVE NORTH_`
/73. 40 -
nb`
*ew *&&/&A ea Of
/ LEGEND.
Z1, EX/STING SPOT ELEVATION
TO ALL PART/ES INTERESTED /N TITLE r0 THE
PREMISES SURVEYED.
L 0CArION MAP
INOT t0 SCAL El
I CERTIFY THAT ON FEBRUARY P5, 1994, / AND
OTHERS UNDER MY SUPERVISION, MADE AN
ACTUAL SURVEY OF THE PREMISES SHOWN HERE- �lJ
ON,' THAT THIS MAP IS TRUE AND CORRECT TO `
LOT 69 THE BEST OF MY KNOWLEDGE ANO BELIEF, AND
AT THE TIME OF THE SURVEY THERE WERE NO
ENCROACHMENTS EITHER WAY EXCEPT AS SHOWN.
d �
SURVEYOR - Q
D IRON
P/PE
i
S 70•P%00" E 984,71, NION. TO MON. (FIELD)
S 70'P% DO " £ 994.70' MON. TO MON.. (RECORD.MAP)
MAP OF Sfjzp 81130 -
FOR
JOSEPH R. MANNING
m 8 WIFE
m MAC' A. MANNING
ro
LOT 70 CHANNEL HAVEN c+
MASONBORO TOWNSHIP NEW HANOVER COUNTY' u�
11 NORTH CAROL/NA
SCALE: I" : 40' F BR ARY 25, 1994
SURVEYED /S W/TH/N4
RDING TO TN

Sheet Pile:
1.) Sheet pile material shall be Everlast ESP 4.1 as provided by Everlast
Synthetic Products, LLC.
2.) This design is based on the specific properties of Everlast synthetic
sheet piling which are proprietary to Everlast Synthetic Products, LLC 1000
Wyngate Parkway, Suite 100, Woodstock, GA 30189. Any substitution of the
specified product will invalidate this design. This drawing is being furnished
for use on this specific project only. Any party accepting this document
does so in confidence and agrees that it shall not be duplicated whole or
in part, nor disclosed to others without the consent of Everlast Synthetic
Products, LLC.
Concrete:
1.) Concrete to have a minimum 28-day compressive strength of 5,000 psi.
2.) Concrete to be vibrated to minimize voids.
3.) Concrete to have a maximum w/c ratio of 0.4.
Timber:
k.) All timber to be No. 2 SYP grade or better.
Stagger front and rear wales.
All timber to meet or exceed AWPA standards (C-2 and C-18) for
preservative treatment as applicable.
Steel:
1.) All steel fasteners and tie -rods shall be hot dip galvanized per ASTM
A-153 with 20 ounces of zinc per square foot or be stainless steel (grade
304 or 316).
2.) Washers (ogee, fender or New York dock) shall have a minimum outer
diameter of four times the rod/bolt diameter. Beveled washers shall be used
for tie -rods installed at an incline.
3.) All reinforcing steel to have a minimum yield of 60,000 psi.
shall be notified immediately for the need of a r
5.) Design does not consider global (slope) stabili
global stability.
Installation:
Sheet Pile:
L) Sheet piles shall be vibrated or driven. No jet
allowed without written approval from the enginee
2.) Sheet pile shalt penetrate to depth shown in
3.) After driving sheet pile and attaching wale, si
plane Indicated on the plans. Final elevations are
established elevation.
4.) Return walls to be provided at ends of all bu
protection.
Wale:
1.) Front and rear wales are to be installed at 1
attached plans.
2.) Front and rear wale splices are to be stagge
3.) Top wale splice is joined with a butt block bol
are to have ends overlapped by a minimum of 24'.
4.) Tie -rods are to penetrate sheets where oute
meets front wale when possible.
Deadrlan:
1.) All deadmen are to be constructed and positio
attached plans.
2.) If using threaded tie -rod, no less than three
extend beyond the outside face of the nuts.
Backfill:
Design: 1.) Backfill material is to be free -draining sand or
1.) Design was done without benefit of a soils investigation. ESP strongly per ASTM D-2487 and compacted a minimum of 957
recommends confirmation of assumed soil properties by a registered 2.) No equipment load shall be placed in the active
professional geotechnical engineer, pile and the deadmen without adequate support.
2.) Design is based on soil properties as noted in typical sections. Owner or 3•) Assembly and connection of wale, tie -rod and
owner's geotechnical engineer shall be responsible for verifying the noted completed prior to backfilling.
soil and other design parameters.
3.) If actual soil or site conditions differ from that noted in drawings, the
engineer shall be notified immediatety for a possible redesign.
(Sccxtel N T S
Eff"MI-AsT &,nl NEERI NG CDotei
11/4/12
Everlast Synthetic
Products, LLC
1000 Wyngate Pkwy,S-100
Woodstock, GA 30189
_- conn� G0-7_nn0,f
Project:
Manning Bulkhead
224 Channel Haven Drive
THIS DRAWING C❑NTAINS
PROPRIETARY INF❑RMATI❑N,
WHICH IS THE PROPERTY OF
EVERLAST SYNTHETIC F
PRODUCTS, LLC AND SHALL
NOT BE COPIED, REPRODUCED,
OR MADE AVAILABLE TO THIRD
PARTIES WITHOUT PRI❑R
WRITTEN PERMISSION FROM
EVERLAST SYNTHETIC.
PRODUCTS, LLC.

b" O.C. %I Tr)
Design Surcharge
0 psf
2'
6' Ogee Washer
(max.) w/ Nut (TYP) -
6x6 Wale (TYP)
EverDrain
0.5' Above MLW or Ad j. Grade
5' o.c. (TYP)
6x6 Face Pile
12' Length
6' o.c. (TYP)
J'O x 15'L
HDG Rod
6' o.c. (TYP)
Free -Draining
Granular Fill
Vent Existing Bulkhead
2'0 Holes
2' o.c. (TYP)
Existing
Bulkhead
ESP 4.1
Vinyl Sheet Pile
12' Length (TYP)
2'
- 2'Hx2'WxB'thk.
Precast Concrete Deac
6' o.c. (TYP)
(See Deadman Detail, pc
Design Parametersi
Loose Fine Sand
rp= 30' y= 110 pcf
y'=60pcf C=0psf
Note, If actual site con*
differ from those stated
ESP shall be notified immec
For a possible redesign.
NOTE,
All designs are governed 1
general notes (pg. 1) unles
expressly stated on this
Typical Section - Face Pile Option 1 (View A -A)
(Scale, N T S
Eff"ERLAsT ENI r.EERI i�
Date 11/4/12
Everlast Synthetic
Products, LLC
1000 Wyngate Pkwy,S-100
Woodstock, GA 30189
Project:
Manning Bulkhead
224 Channel Haven Drive
SIJ _,---=---�--- LTr
THIS DRAWING C❑NTAINS
PROPRIETARY INFORMATION,
WHICH IS THE PROPERTY OF
EVERLAST SYNTHETIC
PRODUCTS, LLC AND SHALL
NOT BE COPIED, REPR❑DUCED,
OR MADE AVAILABLE TO THIRD
PARTIES WITH❑UT PRIOR
WRITTEN PERMISSI❑N FROM
EVERLAST SYNTHETIC
�R❑DUCTS, LLC,

klTr) #4 Rebar Mat
4 Bars Vert. x I—•- 21
PVC Sleeve
Center of Deadman
(TYP)
2x6 (Upper Wale)
6x6 (TYP)
8'
J'O Rod
(TYP)
NOTE;
ESP 4.1 All designs ari
(TYP) general notes
expressly sta
6x6 Timber Pile
(TYP)
A
Ogee Washer
w/ Nut (TYP)
Plan View - Face Pile Option 1 (View B-B)
Scales N T S
��EF2LAST ENGI NEERI NG
Dates 11/4/12
Everlast Synthetic Project:
Products, LLC
1000 Wyngate Pkwy,S-100 Manning Bulkhead
Woodstock, GA 30189 224 Channel Haven Drive
THIS DRAWING CONTAINS
PR❑PRIETARY INFORMATION,
WHICH IS THE PROPERTY ❑F
EVERLAST SYNTHETIC
PR❑DUCTS, LLC AND SHALL
N❑T BE COPIED, REPRODUCED,
OR MADE AVAILABLE TO THIRD
PARTIES WITH❑UT PRI❑R
WRITTEN PERMISSI❑N FROM
EVERLAST SYNTHETIC
❑DUCTS, LLC.

6' o.c. (TYP)
0.5'
3' 1oo
Ggee Washer
o.
w/ Nut (TYP)
6'oo
(max.)
oo
6x6 Wale (TYP)
oo
oo
oo
EverDraln -
Above MLW or Adj. Grade
5' o.c. (TYP)
7'0 (rein.) Butt Pile
12' Length
6' o.c. (TYP)
J'0 x 15'L
HDG Rod
6' o.c. (TYP)
Free -Draining
Granular Fill
-Vent Existing Bulkhead
2'0 Holes
2' o.c. (TYP)
Existing
Bulkhead
ESP 4.1
Vinyl Sheet Pile
12' Length (TYP)
2'
2'Hx2'Wx8'thk.
Precast Concrete
6' o.c. (TYP)
(See Deadman Deto
Design Parameterst
Loose Fine Sand
90=30' y=110pci
y'=60pcf C = (
Note, If actual site c
differ from those sty
ESP shall be notified
for a possible redesli
NOTE=
All designs are goveri
general notes (pg. 1)
expressly stated on
Typical Section - Face Pile Option 2 (View C-C)
(Scatel N T S
LAST k:NGI NEERI NG
Dates 11/4/12
Everlast Synthetic
Products, LLC
1000 Wyngate Pkwy,S-100
Woodstock, GA 30189
Project:
Manning Bulkhead
224 Channel Haven Drive
THIS DRAWING C❑NTAINS
PROPRIETARY INFORMATION,
WHICH IS THE PROPERTY OF
EVERLAST SYNTHETIC
PRODUCTS, LLC AND SHALL
NOT BE COPIED, REPRODUCED,
OR MADE AVAILABLE TO THIRD
PARTIES WITHOUT PRIOR
WRITTEN PERMISSI❑N FROM
EVERLAST SYNTHETIC
DUCTS, LLC,

PVC Sleeve
Center of Deadman
(TYP)
2x6 (Upper Wale)
6x6 (TYP)
*g Kenar maT
4 Bars Vert. x - 2' •—I
8'
J'O Rod
(TYP)
NOTE:
ESP 4.1 All designs or
(TYP) general noteE
expressly sto
-- 7'0 (Min.) Butt
Timber Pile C
(TYP)
Ogee Washer
w/ Nut (TYP)
Plan View - Face He Option 2 (View D-D)
(Scolel N T S
�Lasr EnX-31 NEERI NG CDiates 11 / 4 / 12
Everlast Synthetic Project:
Products, LLC
1000 Wyngate Pkwy,S-100 Manning Bulkhead
Woodstock, GA 30189 224 Channel Haven Drive
THIS DRAWING C❑NTAINS
PR❑PRIETARY INF❑RMATI❑N,
WHICH IS THE PROPERTY OF
EVERLAST SYNTHETIC
PRODUCTS, LLC AND SHALL
NOT BE C❑PIED, REPRODUCED,
OR MADE AVAILABLE TO THIRD
PARTIES WITHOUT PRIOR
WRITTEN PERMISSI❑N FROM
EVERLAST SYNTHETIC
PRE ❑DUCTS, LLC.

NOTE:
All designs are governed by
general notes (pg. 1) unless
expressly stated on this page.
Four #4 Vertical Rebar
Equally Spaced
(TYP)
PVC Slee,
Center of DeadM:
(TY
J'0 I
(T
3' (TYP)
' =III=III=III=III—
I+ 8' 2'
Four #4 Longitudinal Rebar
Equally Spaced
(TYP)
Concrete Deadman Detail
Scale) N T S
�LASf ENGI NEERI NG
Dates 11/4/12
Everlast Synthetic Project:
Products, LLC
1000 Wyngate Pkwy,S-100 Manning Bulkhead
Woodstock, CA 30189 224 Channel Haven Drive
(THIS DRAWING C❑NTAINS
PR❑PRIETARY INFORMATI❑N,
WHICH IS THE PR❑PERTY OF
EVERLAST SYNTHETIC
PRODUCTS, LLC AND SHALL
N❑T BE COPIED, REPR❑DUCED,
❑R MADE AVAILABLE T❑ THIRD
PARTIES WITHOUT PRI❑R
WRITTEN PERMISSION FR❑M
EVERLAST SYNTHETIC
CR❑DUCTS, LLC. J

ESP 4,1
(Sc o. ( e N T S
1K'.mLAsT ENI.- l NEERI NG
Dates 11/4/12
EveHast Synthetic
Products, LLC
1000 Wyngate Pkwy,S-100
Woodstock, GA 30189
Project:
Manning Bulkhead
224 Channel Haven Drive
THIS DRAWING CONTAINS
PR❑PRIETARY INF❑RMATION,
WHICH IS THE PROPERTY OF
EVERLAST SYNTHETIC
PRODUCTS, LLC AND SHALL
NOT BE COPIED, REPRODUCED,
❑R MADE AVAILABLE TO THIRD
PARTIES WITHOUT PRI❑R
WRITTEN PERMISSI❑N FROM
EVERLAST SYNTHETIC
PRODUCTS, LLC.

t Division of Coastal Mgt. Habitat Impact Computer Sheet
)plicant: AM K�Gtti�yh Permit #: �z� �93
ate: /
4scribe below the HABITAT disturbances for the application. All values should match the name, and units of measurement
and in your Habitat code sheet.
ibitat Name
DISTURB TYPE
Choose One
TOTAL Sq. Ft.
(Applied for.
Disturbance total
includes any
anticipated
restoration or
temp impacts)
FINAL Sq. Ft.
(Anticipated final
disturbance.
Excludes any
restoration
and/or temp
impact amount)
TOTAL Feet
(Applied for.
Disturbance
total includes
any anticipated
restoration or
temp impacts)
FINAL Feet
(Anticipated final
disturbance.
Excludes any
restoration and/or
temp impact
amount
B
Dredge ❑ Fill Both ❑ Other ❑
2 6
2-ZO
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Dredge ❑ Fill Both ❑ Other ❑
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/ v�
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑
Dredge ❑ Fill ❑ Both ❑ Other ❑