36895D - Southport

CAMA/ _4:DREDGE & FILL
I E N E RAL PERMIT Previous permit#
NewModification _JComplete Reissue 1 Partial Reissue Date previous permit issued
zed by the State of North Carolina,Department of Environment and Natural Resources
Dastal Resources Commission in an area of environmental concern pursuant to I 5A NCAC i7 H 24(2U
[Rules attached.
Name C/7 C/ JGc el/1fpo t Project Location: County re_t r i ,,t.1 f G l i
.,2 U f JJ6, A(G U C Sf rce f Street Address/State Road/Lot#(s)
5G' rna
l/)/ 6- State NC ZIP ,sky ( inc Slot l �r l-io&rc ::>'1
(•,u,") '/.6 rl - 7%UDFax#( ) Subdivision J
d Agent ,. ).IC_. I_ ,(' k_.;, . r, City ii' /,/`.t . t ZIP ,T S'''-/ln
E CW CAW [) TA I ES ❑PTS Phone# ( ) River Basin ,
❑IDEA ❑HHF ❑IH ❑UBA ❑N/A Adj.Wtr. Body Litt,C 1--( , r /-;_r VC f" (nat-/m
❑ PWS: ❑FC: —
Closest Maj.Wtr. BodyCr.' -' ' G I-ro r Li u t'r'
n
es / no PNA yes [ o Crit.Hab. yes / no j
Project/Activity 1) T r //. : �7 , �`< ,
c)length (Scale: A/75
-
r(s) '
;th ' 04;--%c-r---rc.We--ii,erci fr6. .i..1-i_._,414-5 .di , , _ — i i •
Riprap length f>CU �^ G�ic�.-.j����i
r-/ �.L : 1.(/'cq,
listance offshore •; .< i.
distance offshore
nnel ,.• iG ere, /A.- YY /' ; ,
_yards r
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./Boatlift i 1
I
dozing �% r
1
., r
L 1.
ength •
/ 1 ,aF
not sure yes no ; t . .
not sure yes no
n: n/a yes no
yes no
ached: yes (no)
permit may be required by: . J See note on back regarding River Basin ruk

GENERAL PERMIT COMPUTER FORM
APPLICANT NAME: (:' n
ADDITIONAL NAMES:
AEC DESIG: EVh1 1 T CS DEVELOP AREA:__. (L PROJ DESC: L., - 1
(Will onlytake 6) (Will only take 1)
WORK: Ti R 5Vz9
(Will only take 4)
MAINT:
• (Will only take 4)
•
• IMP: 3i✓
(will only take 6)
•
• ACTION EXPIRATION
DREDGE&FILL REQUIRED: ,3/j0 (p/O
CAMA MAJOR DEVEL REQUIRED: 3/09- 0e/444

W K DiCi 9O!
MAR 2 3 2004
NCDENR 2 4 z
North Carolina Department of Environment and Natural Resources
Division of Coastal Management r ,)
Michael F.Easley,Governor Charles S. Jones, Director William G. Ross Jr.,Secretary
March 18,2004
RECEIVED MAR 2
Ms. Margaret A. Gray
W.K. Dickinson& Co.
909 Market Street
Wilmington,NC 28401
Dear Ms. Gray:
Attached is General Permit# 36895 D issued to the City of Southport to construct a rip rap sill for
wetland protection at Kingsley Point in Southport, Brunswick County.
In order to validate this permit, as agent, please sign all three (3) copies as indicated. m the
--white copy for your files and return the yellow and pink signed copies to us in the encloses elf-
addressed envelope. Your early attention to this matter would be appreciated
Sincerely, SC)
. �Q
wx% c6/40.‘ kiCpcNT4pe
• or. c,s,
0\\;\s,,,,,\AP• 644 vl e r 4 G
C
Field Representative GO roline Bellis P��P� l./ ' ) i I,vv, v� C.
N
Enclosures

A7A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F.Easley, Governor Charles S. Jones, Director William G. Ross Jr., Secretary
March 18, 2004
Ms. Margaret A. Gray
W.K. Dickinson& Co.
909 Market Street
Wilmington,NC 28401
Dear Ms. Gray:
Attached is General Permit # 36895 D issued to the City of Southport to construct a rip rap sill for
wetland protection at Kingsley Point in Southport, Brunswick County.
In order to validate this permit, as agent, please sign all three (3) copies as indicated. Retain the
white copy for your files and return the yellow and pink signed copies to us in the enclosed, self-
addressed envelope. Your early attention to this matter would be appreciated
Sincerely,
e...(,,g, ceee,-,
Caroline Bellis
Field Representative
Enclosures

AMA/ XDREDGE & FILL N9 3 6
E N E RAL PERMIT Previous permit#
lew LiModification EIComplete Reissue ❑Partial Reissue Date previous permit issued
ed by the State of North Carolina,Department of Environment and Natural Resources
istal Resources Commission in an area of environmental concern pursuant to ISA NCAC I H Z4o0
Rules attached.
/
flame (�/ y el c7�?l pOr."& Project Location: County -5'Tunjyt)I CK
j I ✓E , 410V yr- Street Address/State Road/Lot#(s) 5Ct fJ. C rid
n Ad'h porgy State Nc ZIP.284 0(j n3 s[ej irk) Mvvrc 5h
1/0) i f5rI - 79t,OFax#( ) Subdivision �J
IAgent t,O,JC--. -tGk1n50Y1 City u-S--i-lPart ZIP v2a`el t
❑Cw LAW lott.TA 'ES ❑PTS Phone # ( ) River Basin ea -e. I
❑OEA ❑HHF n IH ❑UBA ❑N/A
Adj.Wtr. Body Ct15--G I-PCc r f• i Ut<'r nat /m:
❑ PWS: ❑FC:
Closest Maj.Wtr. Body C-C--rC I-ea.,- 'RA ver
:s / no PNA yes Crit.Hab. yes / no n
'reject/Activity (—576-z Cf Pip rap &i a4iy.. Coe d r is r✓rzgt-ec -cry)
(Scale: �5
)length — —
-(s)
rth ( t-4-l iZG/2-ec /mow.-s S -ci C i \R Ui
ber
pray ngth 500 45 ie.- e•.r _
fistance offshore 5/ G 351,7 e:J
distance offshore 6'
nnel Ca.- I—«x'7l ve r
yards
I
:/Boatlift _
'dozing W �1s )
'� ,y k v �i \ L l.(,
Length w 1✓ _�
not sure yes cy�iGsrz w�TG / !`�,-� >°t�J
not sure yes no
im: n/a yes
yes n.
:cached: yes 0 -- --

/VA p/2/LturN- -5-091 -f 5'4 e/ /OA vA. 1 k.
GARY GREENE W K DICKON
/
SHEET NO. OF
ENGINEERS
P.O. Box 99213 JAN 2 1 ?nu,
......, .LCULATED BY CE‘ DATE
RALEIGH, NORTH CAROLINA 27624-9213
D BY DATE
RECEIVEbECKE
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ublished Bench Mark Sheet for 8659084 Pitgiak
U.S. DEPARTMENT OF COMMERCE
National Oceanic and Atmospheric Administration
National Ocean Service
Page 5 of 6
:ation ID: 8659084 PUBLICATION DATE: 08/14/2003
SOUTHPORT
NORTH CAROLINA
)AA Chart: 11537 Latitude: 330 54 . 9' N
;GS Quad: SOUTHPORT Longitude: 780 1.1 ' W
DATUMS
items at SOUTHPORT based on:
LENGTH OF SERIES: 10 Years
TIME PERIOD: January 1978 - December 1987
TIDAL EPOCH: 1983-2001
CONTROL TIDE STATION: 8665530 CHARLESTON, COOPER RIVER ENTRANCE
.evations of datums referred to Mean Lower Low Water (MLLW) , in METERS:
HIGHEST OBSERVED WATER LEVEL (12/02/1986) = 2. 096
MEAN HIGHER HIGH WATER (MHHW) = 1. 442
MEAN HIGH WATER (MHW) = 1.340
NORTH AMERICAN VERTICAL 6ATUM-1988 (NAVD) = 0. 847 -fl
MEAN SEA LEVEL (MSL) = 0.706
MEAN TIDE LEVEL (MTL) = 0. 694
MEAN LOW WATER (MLW) = 0.047
MEAN LOWER LOW WATER (MLLW) =. 0.000
LOWEST OBSERVED WATER LEVEL (03/18/1980) = -0. 620
r�.4 r i' 7

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MAPTECH' To order call 888-839-5551 or 978-933-3000
©1989-2003 Maptech,Inc All Rights Reserved.
Maptech @ is a registered trademark of Maptech,Inc.
/, 40 11•U
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h

:ne Engineers Sheet C of
n SSE
cos@ x cos @ x
0.74 1.80 1.34
0.81 2.50 2.02
0.87 0.60 0.52
0.91 0.50 0.46
0.95 0.50 0.48
0.98 0.50 0.49
0.99 0.50 0.50
1.00 0.50 0.50
0.99 0.50 0.50
0.98 0.50 0.49
0.95 0.50 0.48
0.91 0.50 0.46
0.87 1.70 1.47
0.81 1.50 1.21
0.74 1.20 0.89
13.51 11.79
160,000
11639.61 ft
2.20 mi
E
cos@ x cos @ x
0.74 0.50 0.37
0.81 1.00 0.81
0.87 3.90 3.38
0.91 3.80 3.47
0.95 3.50 3.33
0.98 3.30 3.23
0.99 2.20 2.19
1.00 1.90 1.90
0.99 2.00 1.99
0.98 1.80 1.76
0.95 2.00 1.90
0.91 0.60 0.55
0.87 0.60 0.52
0.81 0.50 0.40
0.74 0.50 0.37
13.51 26.17
160,000
25825.77 ft
4.89 mi

Gary Greene
Job
ENGINEERS Sheet 7 of
Post Office Box 99213
Variables 55
Normal Water Depth d := loft
Fetch�J Length F1 := 11640.0 ft Estimated Required Duration
Year Storm Fastest Mile
U Windspeed fl ;= 68.0•mp
P h td1 := 0.66•hr
s
Z,aO Year Storm Fastest Mile Windspeed Uf2 := 86.0•mph td2 := 0.60•hr
V
S1SB Year Storm Fastest Mile Windspeed Uf3 := 96.0•mph td3 := 0.58hr
Mean High Tide MHT•= 4.7.ft
25 ye Sure 1 :— 0. •ft
50 ar rge E :_ .0•ft
1 O y r S a E3 := 0.0•ft
Determination of One Hour Average Wind Speed from Fastest Mile
Duration Time
3600•sec 3600•sec 3600•sec
hr hr hr
t1 := •1•mi t2 := •1•mi t :_ •1•mi
Uf 1 Uf2 3 Uf3
t1 =52.94sec t2 =41.86sec t3 = 37.50sec
Ratio of Windspeed of any Duration, Ut, to the 1-Hour Windspeed
R1 := 1.277+ 0.296•tanh .9•log[45•sec 1 R1 = 1.26
tl 1/
R2:= 1.277+ 0.296•tanh .9•log 45•sec R2 = 1.29
t2
R3 := 1.277+ 0.296•tanh .9•log 45•sec R3 = 1.30
t3

Gary Greene
Job
ENGINEERS Sheet 8 of
Post Office Box 99213
Adjusted Wind Speed, Ua for estimated duration
45.sec
UAl := Usl•I 1.277+ 0.296•tanh(0.9•log( 1 if (tdl <_ 3600.sec) UAl = 54 mph
\ \ td 1
l 1
[Us1{-0.15.1og(—tdi J + 1.5334) otherwise
sec
UA2:= [u52. 1.277+ 0.296•tanh(0.9•Iog(45•sec
)1)l)lJ if (td2 5 3600•sec) UA2 = 67 mph
\ \ td2 Jl/(—td2)
[Us2 (-0.1.5.1og + 1.5334 otherwise
sec )
UA3 := Us3•(1.277+ 0.296•tanh 0.9•logC 45•sec if (td3 _< 3600.sec) UA3 = 75 mph
td3 l
Jll
td3
[Us3•(-0.15•Iog(— + 1.5334 otherwise
sec)
)]

Gary Greene Job
ENGINEERS Sheet 9 of
Post Office Box 99213
Determination of Wave Height (H), Wave Period (T),Wave Length (L) & Duration (tf) for Water Depth
Restricted Fetch
d1 := d + E1 + MHT d2 := d + E2 + MHT d3 := d + E3 + MHT
3- .0015 rg_F \2
UA2 d a .283 U 2
H(d,F,UA):= —•.283•tanh .530. g•— •tanh A J
g UA2 _ -3
4
tanh .530 gg—d
U 2
- - A ) _—
H10(d,F,UA):= H(d,F,UA)•1.27 Hi(d,F,UA) := H(d,F,UA)•1.69
9
- 3- .3704 r g_F 1-.3-
UA d s 7.54 U 2
TO,F,UA):_ —•7.54•tanh .833. g•— .tanh _ A
g UA2 3-
- - tanh .833• g•—
d \ s
U 2
L(d T) := g—�• Itanh1 .a F.72
2 � tf(F,UA) := 51.09•
T2 g1 g2s U 0.44
A
Fetch Distance F1 = 11640 ft
H(dl,F1,UA1) = 2.08ft T(dl ,F1 ,UA1) =2.66sec L(dl ,T(dl ,Fl ,UAl)) = 36.12ft tf(FI ,UAI) = 0.66hr
r 1
H10(dl,FI,UA1) =2.64ft HI(dl,FI,UAI) = 3.51 ft
H(d2,F1,UA2) = 2.53 ft T(d2,F1 ,UA2) =2.91 sec L(d2,T(d2,F1,UA2)) =42.83ft tf(F1 ,UA2) = 0.60hr
3-
Hi o(d2>Fi,uA2) = 3.21 ft Hi(d2,F1 ,UA2) =4.27ft
`9d3,F1,UAI) =2.76ft T(d,.F, .U.,•,1 = 3.04cPo 1 (.l_ T1,1_ r „ l\ _ AL ,./., _. \ _

Gary Greene
Job
ENGINEERS Sheet /0 of
Post Office Box 99213
Variables
Normal Water Depth d := 10.ft E
Fetch Length F1 := 25825.0.ft Estimated Required Duration
Year Storm Fastest Mile Windspeed Ufl := 68.0•mph tdl := 1.18•hr
Year Storm Fastest Mile Windspeed Uf2 := 86.0•mph td2 := 1.07•hr
V
Year Storm Fastest Mile Windspeed Ufa := 96.0.mph td3 := 1.03hr
Mean High Tide MHT:= 4.7.ft
25 y ar rg E1 :=50 e E2
O.
ft
Oy 3 :_
Determination of One Hour Average Wind Speed from Fastest Mile
Duration Time
3600.sec 3600.sec 3600•sec
hr
t1 :_ •1•mi t2 := •hr 1•mi t3 := •hr 1•m i
Un Uf2 Un
t 1 =52.94 sec t2 =41.86 sec t3 =37.50 sec
Ratio of Windspeed of any Duration, Ut, to the 1-Hour Windspeed
RI := 1.277+ 0.296•tanh(.9•log 45•sec11 R1 = 1.26
Ctl JJ
R2 := 1.277+ 0.296•tanh(.9•log(45•sec R2 = 1.29
t2 ))
R3 := 1.277+ 0.296•tanh .9.1og 45•sec R3 = 1.30
t3

Gary Greene Job
ENGINEERS Sheet I/ of
Post Office Box 99213
Adjusted Wind Speed, Ua for estimated duration
45•sec
UAI := [uSl. 1.277+ 0.296•tanh 0.9•Iog 111 if (tdi 5 3600.sec) UA1 = 53 mph
td l JJ/
1Us1•(-0.15•log(tdi
—sec t I + 1.5334) otherwise
UA2 := + 0.296•tanh(\0.9l[u2. i.277 45 sec
11l1
td2
if (td2 < 3600 sec) UA2 = 67 mph
Us2•(-0.15•log(td2)— + 1.5334 otherwise
sec )
UA3C[u3. 1.277+ 0.296•tanh 0.9.•log(45 sec if (td3 5 3600.sec) UA3 = 74 mph
td311l
JJ/
td3[us3{_o.is.iogJ + 1.5334 otherwise
sec )

Gary Greene
Job
ENGINEERS Sheet /Z- of
Post Office Box 99213
Determination of Wave Height(H), Wave Period (T),Wave Length (L) & Duration (tf) for Water Depth
Restricted Fetch
d1 := d + E1 + MHT d2 := d + E2 + MHT d3 := d + E3 + MHT
3_ .0015 ( g•F \2
UA
z .283 U z
H(d,F,UA) := •.283•tanh .530• g• d •tanh _ A )
g z 3
U
A ( gdHa
tanh .530• —
U?
2
— — --
H10(d,F,UA) := H(d,F,UA)•1.27 Hi(d,F,UA) := H(d,F,UA)•1.69
9
3- .3704 g.F \ 32
UA d 7.54 UAz
T(d,F,UA) := —•7.54•tanh .833- g•— •tanh _
1J z 3
- A - d ' 8
tanh .833• g•—
U 2
A— —
2 ` 72
L(d,T) := •g— itanh• d tf(F,UA) := 51.09. F
2-71 T2 g1 g28 U 0.44
A
Fetch Distance F1 =25825 ft
H(dl,F1,UA1) = 2.77ft T(dl ,F1,UA1) =3.17sec L(dl,T(dl,F1,UA1)) = 50.16ft tf(F1 ,UA1) = 1.181
�H10(dl,F1,UA1) =3.52ft H1(dl ,F1 ,UAl) =4.68ft
wFH(d2,F1,UA2) = 3.32ft T(d2,F1,UA2) =3.47sec L(d2,T(d2,F1,UA2)) = 58.60ft tf(F1 ,UA2) = 1.07E
!�
H10(d2,F1,UA2) =4.22 ft H1(d2,F1,UA2) = 5.61 ft
Hid-,.F, _U. l = 3.60ft T1ri,. P. II._' — Z 41 c.r. I IA_ r/A „ \ _ c•-) -TO Ia .. „ \ . ,....

•
JOB
GAILY GREENS SHEET NO. 0pF
ENGINEERS
P.O. Box 99213 CALCULATED BY DATE
RALEIGH, NORTH CAROLINA 27624-9213
CHECKED BY DATE
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i ,

Gary Greene
Job
ENGINEERS Sheet /V of
Post Office Box 99213
Determination of wave height from passing vessel based on Kriebel
Type of Vessel Container
Range of Velocity, knts v:= 8,9.. 11
Water Depth @ Channel d := 42ft
Vessel Beam B := 105ft
Vessel Length L:= 1100ft
Vessel Draft T:= 40•ft
Vessel Displacement A := 80000•LT
Vessel Entrance Length LE := 100ft
Water Density yN,:= 64•pcf
Distance from Sailing Line Range y:= 10,160..460
V,:= vknts Check for Deep Water Condition FR := Vv
FRS =
Values must be less than 0.07
or equal to 0.8. If not, adjust 0.08
maximum velocity limit input 0.09
above
rr 0.10
Le:= if[LE> 0,LE,r(.4165748322 - •0002 14f�9146 Ll LJJ
LL`` JJ JIJ
p := 1 + 81tanhlL 0.45•I �e -2JJJ
` 0
FL := Vv Cb :_ a := 2.35 (l - Cb) Fmv:= FL •exp(a T) K 1
t yw•L•B•T v d y
(g•L)z y L I 13
(
Develop Wave Height at Ship
For Vessel Speed (knots)- list Wave Height (ft), Celerity Ft/sec), Wave Period (sec) and Wave
Length (ft) at Y Distance from Ship. Note: Y distance must be deep water. same depth as "d".
Transform wave heights for shallower water depth.
z
hv,Y:= (3•(Fmv-0.1)2.(uv) •Ky
v = Tv = Lv = y = h8.y = h9.v = hio.v = hit

' JOB
/{—
KoARY GumEEr«E SHEET NO. / ' OF
ENGINEERS CALCULATED BY oxrc
P.O. Box 992I3
RALE|GH' NORTH CAROL|NA27624'92l3 CHECKED BY o^rs
SCALE

Gary Greene
Job
ENGINEERS Sheet /4 of
Post Office Box 99213
Determine stone size based on Pilarczyk
Design Wave, Hs:= 3•ft Hs= 0.914m
Wave Period Tp := 3.5.sec
lb
Unit Weight of Stone, Ps 160.'
ft3
Slope of Revetment-n:1, n := 3
Slope Revetment Angle a := atanl f l a = 18.435 deg
`n
T 0.5
Beaker Index, p ••— 1.25 Csec)•(HI m tan�a� i; = 1.525
Interaction component b := 0.5
Stability Factor, WU := 1.0
Stability Motion Function := 2.25
Ps— Pw
Am•
= Om = 1.5
Pw
Hs.i;pb �/i
Dm Om u cos�a� Dm = 0.353 m Dm = 13.9 in 6�D.D LJ E7 fir
J
W /
!)
2k)fool'
I� pr�S

GARY GREENE JOB
ENGINEERS
PO BOX 99213 SHEET NO I / OF
RALEIGH,NC 27624-9213
CALCULATED BY DATE
ACES COMPUTER PROGRAM
RUBBLE MOUND REVETMENT DESIGN
ignificant Wave Height Hs: 3.00 ft
ignificant Wave Period Ts: 3.50 sec
otangent of Nearshore Slope COT(phi) : 25.00
ater Depth at Toe of Revetment ds: 3.95 ft
otangent of Structure Slope COT(theta) : 3.00
nit Weight of Rock wr: 165.00 lbs/ft3
ermeability Coefficient P: 0.10
amage Level S: 2.00
STONE SIZE GRADATION
ARMOR LAYER
2�
Layer Thickness = 1.84 ft
PERCENT LESS WEIGHT DIMENSION 1THAN BY WEIGHT (lbs) (ft) Oaf,'
0.00 16.16 0.46 5.5 /) 50
15.00 51.72 0.68 p II 50.00 53.44 1.15 /1 /� ��
85.00 253.44 1.15 l�
100.00 517.23 1.46 r/. S j i�
' Z3
FILTER LAYER
Layer Thickness = 1.00 ft
PERCENT LESS WEIGHT DIMENSION 147 5111't
THAN BY WEIGHT (ibs) (ft) 1�T
0.00 0.04 0.06 7A 11 7 57
15.00 0.07 0.08
50.00 0.81 0.1
85.00 0.81 0.17
(011____
100.00 1.36 0.20 7 y' /b0 Z "
IRREGULAR WAVE RUNUP
EXPECTED MAXIMUM = 3.30 ft
CONSERVATIVE 4.16 ft
SURF PARAMETER = 1.2765
CERC STABILITY NUMBER = 1.3691
DUTCH STABILITY NUMBER = 2.0619

JOB ''( tr t- i Ij-) -S4 44f,r-.el 5 1^e/i a at
GARY GREENE SHEET NO. l r OF (
ENGINEERS
P.O. Box 99213 CALCULATED BY 47i1.I DATE likj
RALEIGH, NORTH CAROLINA 27624-9213 CHECKED BY DATE
SCALE
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304z4- 00 C
SENDER: COMPLETE THIS SECTION ' COMPLETE THIS SECTION ON DELIVERY
■ Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date of Delivery
item 4 if Restricted Delivery is desired. PR7/2 I C, x )I .fC J41/a y
• Print your name and address on the reverse r f
so that we can return the card to you. C. ature
• Attach this card to the back of the mailpiece, � 4,/ ❑Agent •
.[/Jt
or on the front if space permits. fifi/`4 Addressee'
D. Is delivery address different from item 1? 0 Yes
1. Article Addressed to: If YES,enter delivery address below: 0 No
62.:())- COW C\ \-VIVSan
l'Of\�t a$,34 3. Service Type
,✓ Certified Mail 0 Express Mail
0 Registered . Return Receipt for Merchandise
0 Insured Mail 0 C.O.D.
4. Restricted Delivery?(Extra Fee) 0 Yes
2. Article Number(Copy from service label)
r-00 l V&o °D0g- S1$a 31 q
PS Form 3811,July 1999 Domestic Return Receipt 102595-99-M-1789
SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY
• Complete items 1,2,and 3.Also complete A. Received by(Please Print Clearly) B. Date offillelivery
i item 4 if Restricted Delivery is desired. 7 Z,/ _
• Print your name and address on the reverse
so that we can return the card to you. C. Sigfure
• Attach this card to the back of the mailpiece, X / / ❑Agent
or on the front if space permits. /' / El Addressee
1. Article Addressed to: S. s delivery addre different from item 1? ❑Yes
If YES,enter delivery address below: 0 No
Rana\\
DeA)2,\orqulk Gfoop_
1 A 05 _C (�"3`_1 (� T.)O \ C 1 3. Service Type
7lCertified Mail 0 Express Mail
G-Cee �0`0 A \Q la O�1 1135 ❑ Registered El Return Receipt for Merchandise
CJ �1v ❑ Insured Mail ❑C.O.D.
4. Restricted Delivery?(Extra Fee) 0 Yes
2. Article Number(Copy from service label)
1-0°1°1 3 arlD pupa._ ski \ @
PS Form 3811,July 1999 Domestic Return Receipt 102595-99-M-1789
!�� wr /JM srcl -sr 5r..fr'S't�til rn

,coo
SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY
• Complete items 1,2,and 3.Also complete . Rece'' d by(Please Print Clearly) B. Date of Delivery
item 4 if Restricted Delivery is desired. u —7
• Print your name and address on the reverse C. Signat
so that we can return the card to you. ❑ gent
• Attach this card to the back of the mailpiece, X � ddressee
or on the front if space permits.
D. Is delivery address different from item 1? ❑Yes
1. Article Addressed to: If YES,enter delivery address below: :jiNo
\ .ash li
63`1 C�}��� 3. Service Type
SDr /�Q `J_ )-Certified Mail 0 Express Mail
P��} ( 1 VC 0( Zj�I lD I ❑ Registered VA-Return Receipt for Merchandise
❑ Insured Mail ❑C.O.D.
4. Restricted Delivery?(Extra Fee) 0 Yes
2. Article Number(Copy from service label)
.soti
PS Form 3811,July 1999 Domestic Return Receipt 102595;99-M-1789
SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY
• Complete items 1,2,and 3.Also complete A. R- eived by 'lease Print Cle• y) B. Date of Delive
item 4 if Restricted Delivery is desired. 1 ©�
• Print your name and address on the reverse
so that we can return the card to you. C. Signature VAgent
• Attach this card to the back of the mailpiece, X
or on the front if space permits. Addressee
D. Is delivery address different from item 1?��t,....❑tYes
1. Article Addressed to: If YES,enter delivery address below: No
ClaA)6e mcKx el\
100 I"11vec iaAec Lane 3. Service Type
!� l' - �Q Certified Mail 0 Express Mail
SOOWWOCA- i \�JC ailA61 ; ElRegistered 0 Return Receipt for Merchandise
❑ Insured Mail 0 C.O.D.
4: Restricted Delivery?(Extra Fee) 0 Yes
2. Article Number(Copy from ice Ia QO(D in) 7 7.7 ��

glikWK
ODICKSON
community infrastructure consultants
March 10, 2004 (Delivered)
Mr. Jim Gregson
NCDENR/ DCM
127 Cardinal Drive Extension
Wilmington, North Carolina 28435
RE: Cape Fear River Shoreline Sill
Southport, North Carolina
WKD Project Number 30424.00.WL (04)
Dear Jim:
In early February we provided you the adjoiner notification letters, plan and section drawings, and
design calculations.
Attached are copies of the return receipts from the adjoiner notifications. It took a couple of telephon
calls to get locations for the mail receptacles. In any case, this should complete the submittal
requirements for a General Permit for the placement of riprap for shoreline protection.
Please issue the General Permit. I understand it will only be good for six months, and a final alignme
will be marked in the field which is good for 90 days. The permit should be issued to the City of
Southport.
Thanks.
Sincerely,
W. K. Dickson & o., Inc. `� c"V
.(10
Marg?ray, RLA°
MAR 1 0 2004
Project Manager DIVISION OF
COASTAL MANAGEMENT
/pb
Enclosures

glikWI<
ODICI<SON
community infrastructure consultants
February 6, 2004
Mr. C. B. Caroon
416 East Bay Street
Southport, North Carolina 28461
RE: Kingsley Park
Shoreline Protection Project
WKD Project Number30424.00.WL
Dear Mr. Caroon:
You are an adjacent riparian property owner to Kingsley Park which is owned by the Town
of Southport, who proposes to install a shoreline sill (subject to funding) as shown on the
attached plan and section. In accordance with the regulations of the North Carolina Division
of Coastal Management (NCDCM), you have 10 days from receipt of this notice in which to
file written comments to the NCDCM. No response will be interpreted as no objection.
Please provide written comments to Jim Gregson, 127 North Cardinal Drive, Wilmington,
North Carolina 28405-3845 (phone [phone]).
Please feel free to contact me if you have any questions.
Sincerely,
W. K. Dickson & Co., In
if\l 6115k-
C(?1---)
Margaret A. Gray, RLA
/pb
Enclosure

pkWK
� DICKSON
community infrastructure consultants
February 6, 2004
Mr. Claude Maxwell
100 Riverwatch Lane
Southport, North Carolina 28461
RE: Kingsley Park
Shoreline Protection Project
WKD Project Number30424.00.WL
Dear Mr. Maxwell:
You are an adjacent riparian property owner to Kingsley Park which is owned by the Town
of Southport, who proposes to install a shoreline sill (subject to funding) as shown on the
attached plan and section. In accordance with the regulations of the North Carolina Division
of Coastal Management (NCDCM), you have 10 days from receipt of this notice in which to
file written comments to the NCDCM. No response will be interpreted as no objection.
Please provide written comments to Jim Gregson, 127 North Cardinal Drive, Wilmington,
North Carolina 28405-3845 (phone [phone]).
Please feel free to contact me if you have any questions.
Sincerely,
W. K. Dickson & Co., c.
°/\64-
°-Y
Margaret A. Gray, RLA
/pb
Enclosure

IPWI<
DICKSON
community infrastructure consultants
February 6, 2004
Mr. T. Burnett
109 Riverwatch Lane
Southport, North Carolina 28461
RE: Kingsley Park
Shoreline Protection Project
WKD Project Number30424.00.WL
Dear Mr. Burnett:
You are an adjacent riparian property owner to Kingsley Park which is owned by the Town
of Southport, who proposes to install a shoreline sill (subject to funding) as shown on the
attached plan and section. In accordance with the regulations of the North Carolina Division
of Coastal Management (NCDCM), you have 10 days from receipt of this notice in which to
file written comments to the NCDCM. No response will be interpreted as no objection.
Please provide written comments to Jim Gregson, 127 North Cardinal Drive, Wilmington,
North Carolina 28405-3845 (phone [phone]).
Please feel free to contact me if you have any questions.
Sincerely,
W. K. Dickson & Co., nc.
Mar aret A. Gray, RLA
/pb
Enclosure

IPWI<
aPDICI<SON
community infrastructure consultants
February 6, 2004
Mr. Benjamin Thompson
102 Riverwatch Lane
Southport, North Carolina 28461
RE: Kingsley Park
Shoreline Protection Project
WKD Project Number30424.00.WL
Dear Mr. Thompson:
You are an adjacent riparian property owner to Kingsley Park which is owned by the Town
of Southport, who proposes to install a shoreline sill (subject to funding) as shown on the
attached plan and section. In accordance with the regulations of the North Carolina Division
of Coastal Management (NCDCM), you have 10 days from receipt of this notice in which to
file written comments to the NCDCM. No response will be interpreted as no objection.
Please provide written comments to Jim Gregson, 127 North Cardinal Drive, Wilmington,
North Carolina 28405-3845 (phone [phone]).
Please feel free to contact me if you have any questions.
Sincerely,
W. K. Dickson & Co., Inc.
Margaret A. ray, RLA °--a7
/pb
Enclosure

W WI<
AIDICI<SON
community infrastructure consultants
February 6, 2004
Mr. Randall White
104 Riverwatch Lane
Southport, North Carolina 28461
RE: Kingsley Park
Shoreline Protection Project
WKD Project Number30424.00.WL
Dear Mr.White:
You are an adjacent riparian property owner to Kingsley Park which is owned by the Town
of Southport, who proposes to install a shoreline sill (subject to funding) as shown on the
attached plan and section. In accordance with the regulations of the North Carolina Division
of Coastal Management (NCDCM), you have 10 days from receipt of this notice in which to
file written comments to the NCDCM. No response will be interpreted as no objection.
Please provide written comments to Jim Gregson, 127 North Cardinal Drive, Wilmington,
North Carolina 28405-3845 (phone [phone]).
Please feel free to contact me if you have any questions.
Sincerely,
W. K. Dickson & Co., Inc.
V\7
Marga et A. G ay, RLA
/pb
Enclosure

i/2003 22:52 9107624201 WK DICKSON P, GE 01
•
WK
FACSIMILE r DICKSON
Engineers.Planners.Surveyors
LandscappArchltcu
909 Market Street Wilmington, North Carolina 28401 910-762-4200
DATE: # Zit I (Q 1Q3
TO: 64g,67:1(.1 N
AFFILIATION: Vadi
FAX NO:
JOB NO.: S 6 47.4; 00
RE: .
ter` .>4)• r S7W.,
MESSAGE:
C YLj:;, frniZ, 1"1
ei 11-r. r7 S
/\ 1

/2003 22: 52 9107624201• WK DICKSON PAGE 02
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FINAL DESIGN 1
n_l Qpd for Construction

I EXIST.
CD J ISTOE- FINAL DESIGN N
EXISTING OR FUTURE Not g for Construction
m
TRANSPLANTED SMOOTH Q
CORDGRASS x FILTER FABRIC N
N
`��,�'��'�,�'�1�+� CLASS II RIP RAP 0
2' THICK N
II I ,j tli, git167 STONE v }1.95 MFIHW
020 I' THICKLo
'� O�. EXIST. IAUDLINE v +O,O m
an va
tv
a'••. a ��. v —278 MLLW — — _ m
RIP RAP SECTION
2 ---5' FROM elEXIST, TOE '-'
—1
EXISTING OR FUTURE W
0
co
TRANSPLANTED SMOOTH Q o
CORDGRASS xFILTER FABRIC Z
i�+�+ , i 1 I i TRITON MARINE MATTRESS
�N�,`'�'AA (GEO—GRID FILLED MAT FILLED w/
, At. g&,Ak j CLASS B RIP RAP) — 6' Lg x 5' W SEGWNTS v+1.95 MHIW
3 t' THICK
EXIST, MUDLINE v +QO
\ _
FILL w/ 467 STONE v—2.78 MLLW
D
GEOGRID / ROCK MATTRESS SECTION m
W

WK
DICKSON LETTER OF TRANSMITTAL
909 Market Street
Wilmington, NC 28401
910.762.4200 • FAX: [phone]
DATE: Febru
TO: NCDENR/DCM
127 Cardinal Dr. Ext. RE: Kingsley Park—Shoreline Stabilization Project
30424.00 (04)
rTENTION: Jim Gregson
are sending via:
Overnight Regular Mail Pick-up x Hand Delivered
PRIORITY
following items:
Correspondence Plans Specifications x Other as listed belov
:OPIES DATE NO. DESCRIPTION
I each 2/6/04 Adjoiner Notification Form Letters
1 1/04 Plan & Section Dawing
1 set 11/03 Design Calculations
E ARE TRANSMITTED as checked below: w° 1�d
=or Approval As requested Approved as submitte • Returned for corrections
:or your use For review and comment Approved as noted Forward to subcontractor
RKS:
Jim —submittal as it pertains to a General Permit based on our field meeting several months ago. We are wai
confirmation on funding but wanted to go ahead and get the clock ticking for the public notice efforts. As soon as v
ve all the Return Receipt confirmations I will forward to you. Thanks and call if you have any questions.

•
• ppnldnq mitt Trot CaM pFlY
CITY OF SOUTHPOBar
I T Drencl' t►
e•tt2le3t �C
CONSOLIDATED AQCOUNT ' ; ' No,
201 E.MOORE S1 , AMO{JNT
RT,N.. SOU1'4iF0 G 2
848
MarCY>, 24 , '.
DOLLARS CE
PAY. /kw.l.Y kx :�tl
* ZQa . •***
THIS DIS6URSEMEtVT HAS BEAN APPROVED AS REQUIRED
q T.
THE LOCM.GOVER ENT AND FISCAL CONT CONTROL ACT
5 + 1r0.110,..
. Air-07, OE•0
NCDENR/D911
t. .
•
11'02566411' 1:053LOLL2LI 5211680 ?4230