20020712 Ver 1_COMPLETE FILE_20020507

NOTES:
1,14 LOTS DESIGNATED.
LEGEND: SITE LOCATION MAP ~ i
Not to Scale BASE FL00 D E LEVATI 0 N = 11 M S L 2. UNDERGROUND UTILITIES AS PER JONES ONSLOW POWER CO. BELLSOUTH FALCON CABLE
NO-BUILD LINE ' r AND OTHERS AS MAY BE REQUIRED.
MEAN HIGH WATER LINE (MHWL) , r r ` ` ~ ' ' ' ' 3.PRIVATE SEWER WITH INDIVIDUAL LIFT STATIONS ON EACH LOT PUBLIC WATER SUPPLY IN
` ; ~ ' ' - ACCORDANCE WITH SURF CITY AND NC DENR REQUIREMENTS,
, Site Location ' ' ' ` - - - - - - - - - - - r r , r 30 OFFSET FROM MHWL ~ " " , i ,fir _ , % ARLENE YOW , a5. , , , , % r ,
~ ' 4. C.A.M.A. MAJOR PERMIT REQUIRED.
- - - COASTAL WETLANDS (CAMA LINE) a, , ' . , ~ ~ - ` , , r ' , ° ZONED: R-5 ` " ' ' ' ' '
404 WETLANDS ~ , , ~ , ' ' , ~ ' ; , ~ ; ~ ~ ' 5. DEED RESTRICTIONS TO BE SUBMITTED TO PLANNING DEPARTMENT PRIOR TO FINAL PLAT ;
9' ,,r ;,r~%,r' ,rr~ q0 e ~ r r , ~ ~ , r , r ' , , r ; ~ ' APPROVAL.
r ~ ~ , R 5 SETBACKS ' ' r' ' ' ~ ' ' i ' 6. EROSION CONTROL PLAN IS REQUIRED AS PER NC DENR LAND QUALITY SECTION.
,
r PROPERTY LINE ' ' ' ~ ` 7. STORMWATER MANAGEMENT PERMIT AS PER'NC DENR WATER QUALITY SECTION, JAMES & SARA HINES
,1, - - - R/W LINE
,j :7-'' - 72" 8. ALL DRAINAGE BY SHEET FLOW. STORMWATER TREATMENT IS BY SURFACE VEGETATION. ZONED: R-5 °27r ~ ~ RO CONCENTRATED STORMWATER DISCHARGES.
- L CENTERLINE (C/) , r ~ ; ; ; ,J,
' 266 _ / ~ "2~" ~ 9. ALL STREETS WILL BE PRIVATE IN ACCORDANCE WITH SURF CITY ORDINACES,
M.H.W.L. 75 OFFSET FROM ~ - - ' ; ' ~ - ' ,r- i r , , , "2sr'~ ~ "269" , 273
J ° , / r , °2sr'~ ~ ~ 10. ALL MARKERS AND MONUMENTS AS REQUIRED IN SURF CITY SUBDIVISION ORDINACE WILL ~"274 BE INSTALLED PRIOR TO RECORDATION OF FINAL PLAT,
;r i , , ; , , AREA OF ENVIRONMENTAL ' / ~
CONCERN AEC 3• ~ ( ) , , , , ~ r , ' ` , / /
~ " Lot 1o r' `,~r , , La 11 ~ / ~ 11. CONSTRUCTION OR LAND DISTURBANCE IN 404 WETLAND AREA IN ACCORDANCE WITH C,A. - M.A. MAJOR PERMIT.
~ ~7' 20.661 s,f. y ` r r ~ % ' , ~ 88.073 s.L "266"~ ~ ,~2 ~ 27
MENT 1,, i CONSERVATION EASE / ` "176" ~ ~ , i /"276" 12. FINISHED GRADE WILL BE ESSENTIALLY THE SAME AS EXISTING GRADE, EXCEPT FOR
_ - _ = = = - = = C.A.M.A. ACCESS 2'~ ~ ~ i i / REMOVAL OF SURFACE VEGETATION AND ORGANIC OVERBURDEN AND FILLING OF
PUBLICACCESS E , 9•,' ~"165 , / 1 DESIGNATED 404 WETLAND AREAS.
r' rr ' r ~~r ~ r' i r ~r ` ~,~9 r , ~ i , , ~ r r ~'s , i ,~y 404 WETLANDS TO BE , - , - r , ~ , - r ,"157"~ ~ ~,zs,, h 9° / 13. ALL SUBDIVISION STREETS SHALL HAVE REGULATORY SIGNS CONFORMING TO N.C.D.O.T,
FILLED ' , ' t ; . 2 r-,-; ,,3 6ti", SPECIFICATIONS AND SURF CITY ORDINANCES AND SPECIFICATIONS,
r ' r ' r ` A.E. ' , r ' , ~ r ' r ~ it '486' rr , / °278~~ , r ~ r , ; r . , , ~ ~ , , , ~ ..279..
r r r r r , r r' r ' r ~ r 59'l,; t` 1. / 14. MARITIME FORESTS AREAS DO EXIST ON THIS SITE. MARITIME FOREST AREAS SHALL NOT
WATER LINE , ~ ' ' , , r ' ~ ~ ,•~SB'; ,a ' ARLENE YOW , r , , , °15b"~, '1 N ' r r ' " 6" / BE DISTURBED OR CLEARED MORE THAN NESSECARY TO CONSTRUCT STREETS, UTILITIES,
~ r r ' ~r ~ ' ~ , , ' ' 7. r ~ ~ ' _ Lot 12 "28t SEWER LINE ZONED: R-5 , r ` ' ' , ' AND STRUCTURES. „294" ~ ~ /
' r ' ' ~ ' ` , ~ ~ 44,235 s.f. / ' r , otsr Un „2°5„ 87 , / 15. CENTERLINE OF WILMINGTON STREET IS PROPERTY LINE FOR LOTS 9 12 13 AND 14,
r ' ' ~ r r ' , r ' "254 ~ ~.i y '183„ "282~~ 293' ' ~ ' "282" g6, „ 98 /
356 S T34" W / ~ r err j,r ~ 3" w g6~/ ~ ~ ~ 289„ / ~ ' 290" 16. PROPOSED SUBDIVISION ENTRANCE IS TO BE ALIGNED WITH EXISTING WILMINGTON
' , r ~ , . r , ~ 25 2' A ~ '1~ ~d ' , ~ , s 3 p pVC SS STREET TO THE MAXIMUM EXTENT ALLOWED BY NC DIVISION OF COA TAL MANAGEMENT. Lat 13 S
r ~,9~' ~~r r - r ~ Lot B c' MNI o f. r r ' , r ' , % 3 ~ 24,893 a.f. y" Lot 9 i" 289. "289" "353" 32,154 s.f.
~ , , ~ , , 913 s.f \ r r ' Lot 7 0~ s! 7" ~'"3 " 17. PRIVATE STREET REPAIRS RESULTING FROM PUBLIC WATER LINE MAINTENANCE OR
d , ~ , ~ , ; . , ~ 28,388 s.f. y r r .F s "28 ' , , , r ~ ~ ' ` j ' ~ r , y ~ ,~2~~~ " 7" " " / „3~„ REPAIRS IN THE SUBDIVISION WI T LL BE HE RESPONSIBILITY OF THE SUBDIVISION ' HOMEOWNERS ASSOCIATION.
, ~ Lots i r"M' f• -+-"2~" "351' ; ~ /2 Coastal „31„ Wetlands
r I j ' Lot 5 31, "Y 8 149" w + 4 r Lot 2 , , r j r P 32.784 s.i, ~ ~ "r 1 9~ ?p' ~ 14.484 s.f. , r .1 r r . $ "246" . \ ~ ~ 18. LOTS 4 - 9 ARE CONTINUOUS ACROSS ANCHOR DRIVE TO THE SOUTH SUBDIVISION
r ~ Lot , ..247" ~ r. ~ ~ r , r 99,898 xL Lot 4 r r ' 305" 4.. PROPERTY LINE, 305" 4„
y , r ,I ~ ' ; r ' ~ 27,739 s.f. , 0 ' ~ 3..
r , • ~ „243° , ' r ~ o , ; r ' , r ~ . 309" , r ~ ' r ' ~ ,y Upld(1d , '~4 ' W % b~ „309"
r r' r r ' r r ~ , ~ ' ~ r ~ r ~ ~ r r ~ ' 'q B \ "3 ' ~ Total Area = 501,598 s.f. = 11.515. Acres +l- '3„"
, ' ~ r ' , '242" ~ ' 47, , r f ' 2
$ 1 y 'c~ ~ r r~, , , . r lr ' r , 09" ~ T r Ot at,4 Area InAEC =144,845 s.f. 3.325 Acres +l- (
y' r ~ r ~ , ~ ~"312" .62 r r ~`~~2~n i , r ~ r A r ~ s~ " 312" .629 s.f.
r '4 V" ~ j ~ r ' ~ ~~1 ~,3 ;'J ~8 ~ti?' - r ' ~ , r , ~ 2 J _
r , r , 1.34 ~ ~ ,1p d , r~ ~ ~s , ~ ~ ~Q , r - ~r r r~ ' 1~a~ r S ' Pavement inAEC -10,106 s.f a / ~ /
r r ` ` G , r , r .r PO Of, r P , ~ b j r , ~~r ~j r Lo r ~ , , ~ "34 ,o ~ r ~ ~ , r \ , ISLAND CAY, L.L.C.
lat 1 r ' ~ r "333" ~ , l % , ~ ' Portion of ~ , r1~ r'~ 332" / Houses inAEC =1,252 s.f.
s 82,632 ff. , { r ; ~ , ~ , / Lot 8 ~ , r~ ' r r r' ? ~ r ' r r / ; ~ ~"334: 'Sf'- ~ r r ' \ , ~ , ZONED: R-5 / /
- 9 Total Impervious Surface in AEC + 12 360 s.f.
~ ~ ~ / v , r '.w727C` 3 "J35'; ~r~ ~ '214", , r ai r 9 i ? ~ / "328.. 0. pN ~ ~ , r.2 r r ~ , r 7 \ . ~ '1 ~ / , ' ~ -
r ~ ~ ~ "23 i ~ ' r ro / t1 / ~ r r ` r ~ ~ , 'r ~ , / ~ o
~ "233" , r , i ~ ~ r i r r ~ ~ . i ~ r , j r 0113 . , „ r q~i' 'r ' r ~ ~n~q~/ / ~ j l ' ~ / T/ I ~ - • ; ` a / Limit of Covers a In AEC 30 /o 43 454 s.f 9 ( ~ , / /
~ ~ `CC'' i ; j / , r , '330" r ' , , r , r ' r ' . p1 \ r ' / /
, _ _ r- t , , r / / No stormwater mans ement s stem re uired b CAMA rules.
U -211 / 1 _ t -r r r-7 ; rr ~ _ 220" , r ' ~r " Port7on`of i ' \ \ r ' - -rr. - r' ' ~ j W _ _ . - - - - • r ~ r ~ _t~- ?,2$" r' ~ ' i_ r' ,ter ' r r ~ot5` V \ \ r ~ 9 Y q Y ~ / /
TP INC. r , r ,:r ~ - r _ % ~ ~ ; ~ , ~ ' r ' (7 r ~ r r , ~ % L~ ~ ~ i ' - L --j ! ? _ ~ % ~ rP6rtion f i r ; ; r A \ \ 4, r 4 d 203 / ti.. i / / ,
Q , r L,r ' r r ' Lot'9A r r Coostol V \ ti. . ~ ZONED: R-5 , ~ ` , ~ ~ ' ~ r , r , Wetionds • ~ / ZONING: R-5 51 ~,6 /
Lino r , r. ~ , r - r t , ~ /g / / ~
- ~ , / / SETBACKS.
- - - - - - - V A A A \ ~ ~ ~d /
- - 5- - \ \ \ \ \ „20"1' ~ 9~ ~ _ / FRONT 15 "2a,'
! / SIDE YAR = ' D 7.5
4~£ 5~_- \ \ \ \ ~ \ i ~ ` ~ / 1 ' SIDE YARD ABUTTING ~TR~ET =10
~'V--r \ ~ \ \ \ \ k~"J J / - ~ / REAR YARD = 20'
1 ~ - /
y , /RA TRI y 0 DCENE LNEDATA /
v, / / MINIMUM LOT SIZE = 5,000 S.F. / ° I II I
' v v v v ~ CL 1 A N32 00 00 W 37.53. ~ ` . I II I
\ \ \ \ \ ~ CL 1 B N32 00 00 W 17.65 _ ,
° ~ ~I ~ MINIMUM LOT WIDTH -a0 CL 2 N25 17 22 W 95.34
LOCATION OF 404 WETLANDS 206 TO 313 \ CL 3 N28°24'18"W 171.86' ~ a ° I II I
TP INC. , ~ ~ ? ~,ti; CL 4 N44 51 22 W 79.23 - o / ~ MAXIMUM LOT COVERAGE - 40 /o
\ \ \ / a / / \ Topsdll Cove of I ~ ~ CL 5 N30°33'47"W 91.89'
\ Surf Cit I \ / ~ 15e / / Y / CL 6 S59°26'13"W 73.22' I n In i Pr eta s s e o ert oun a .
° " Section 1 I / / / CL 7 S49°40'34"W 62.26'
N54'20'W 11.5 '201" N6818W 23.3 208 S1215'W 20.3 '209' / \ \ \ I / ~ / CL 8 S59°36'10"W 28.89' 4 n ' eta 7 2 s s.. . 7 a r c es
S14'23'W 26J '210" S64'33'W 21.5 "211° S64'01'W 28.4 '212' / ` v \ ~ / / ZONED. R-5 I \ 55970'W 3fi.3 "213" S13'2fi'W 21,1 "214' 57878'W 14.4 '215 \ \ / / CL 9 S55° 12'49"W 37.90' , ° ~ I~ ~ oasts et an s. 4 5 s 7 r CL 10 S58 09 24 W 37.54 , aC eS
N41'05'W 14,6 '216° S40'41'W 23.8 "211' 58058'W 31,4 '218' / \ I ~ CL 11 6 °51' 8"W S 3 2 50.53
\ i Y / S44'03'W 44.2 "219" S89~8'W 41.2 `220° 56176'W 35.9 '221' ~ / / APR u 32002 ° ~ ~ ~ , CL 12 S67 1610 W 80.85 4 4 I n
S44'61'W 29.9 "222' N18'14'W 24.8 "223` N63'23'W 21,1 '224' v i i eta s to e I .7 e 74 I I s acres
" i / / N21'44'E 13.6 '225' N3018'W 15.5 226' S84'21'W 13.6 '221' \ ~ ~ / / COAL DIVISION OF CL 13 N83°47 50 W 119.70
S64'JS'W 21,1 '228" S86'41'W 61.8 `229° N)1'48'W 50.3 '230' i \ / / COASTAL MANAGEMENT , NOTE. THERE WILL BE N0 FILL IN C.A.MA. WETLANDS FOR THIS PROJECT.
S16'30'W 21,1 °231" N6136'W 29,1 °232" N6210'E 30.6 '233' v 1
6' ~ / / Sl6'J6E 21.9 234 N6402E 20.9 236 N5011E 46.2 23 v
' 39' ` ~ / / N04'S1 E 20,1 231 N34'02 E 49.6 238 N19 29 E 44.8 2 i ROAD CROSS -SECTION ROAD CROSS -SECTION
1 ' ' ° 41° S82'66'E 32.1 '336' \ ~ / / 51600E 30.9 240 N 338E 20,3 2 \ ~ / ~ / Not to Scale Not to Scale
55971'E 20.0 "341' N8679'E 9,6 '340" Ni6'12'W 6.6 '339' ~ Owner 1Develo er: P
N6156'W 24,1 "338" N4239W 28.6 "242` N63'33'E 44.5 '243' v i / v ~ / ~ / TP, Inc. N41~9'E 41.1 °244" N83'69'E 64.2 "246 S12'O6E 25,2 246 ~ RA' Road C.L. RA Ra' Road C.L. j a
N89'69'E 31,6 "24l" N5T61E 21.9 "248" N8170'E 34.6 '249' v ~ / / v PO Box 2658 /W /W /W R/w
N6813'E 26.2 "250' NBO'31E 39,2 '261" N69'65"E 11.4 '252' ~ ? ~ / 25' R/W 25' R~W '
" ~ Surf Ci NC 28445 N6576'W 53,1 '263 N1318'W 48.8 "2S4" N36'68'W 6J.6 '266' ~ / / ' Finished Grade 18' Finished 18' Slope Sbpe Grade Fnished Slope Slope Finished
NI1'1o'E 21,5 'z5s" N82'31'E 30,1 "251' s34'S4'E 35.0 '256' / ~ / 910-328-6969 .--i/4" Fool PavementlSurface t/4" per Foot Grade ~--1/4" per Foot PavementlSurface 1/4" per Foot Grade
S83'44'E 10.6 "259" N2673'E 22,4 "260" N61'62'W 26.3 '261' / /
N53'46'E 41.9 "262" N1516'E 48,9 "263° Sl9'12'E 24.8 '264' / ~ / 1,5" I-1 1,5" I-i
S69'43'E 59.1 °265" N4175'E 49.1 "266' N30'41~ 55.3 '26]' / / Pre ared b ; p Y all ~ Ebv. - 3.6' Asphalt 8" ~ Asphalt Existing Areo to be Filed
N62'43'E 33,0 "268" SB6'S4'E 22.0 "269" N31'02'E 24.1 '210' / i / Walton En ineenn i Grade with elope no Areo to be Flbd Existing Elev. = 3' steeper than 3:1 with Sbpe no Grade
T 'W 4.1 '213' g g N6558E 31,1 271 S86'S1E 30.1 212 S3 00 2 / / steeper than 3:1 Elev, a 2'
S66'OS'W 42,6 °214' 54311'w 56.1 °215° S68'33W 22.2 '216' ~ PO Box 895
s41~6'w 4ss °211" s26'o3'w 32.8 "z16" ss5'4s'w 16.9 '219' Bur aw NC 28425 Based on Surve s b Da~r~ Marco 9 ° 71' 14 " 1° S34'00'E 21.9 '282' y y Y NOTE: Pavement surface is to be flush with finished rade NOTE: Pavement surface is to be flush with finished rade 9 9
56166E 23,1 260 SO E 2 , 26 ~ \ ' ' ~ - ~ 910-259-4800 NfiT34W32,1 263" S29'13'W55.3'264" S1616E29.1 285 Pad ett, R.L.S. (Not level}, Not level . ( )
9 N59'S6 E 45,2 286 N81'46 E 25.6 .281 S68 24 E 18.2 288 ~ \
N1513'E 28.0 '289" N6137'E 555 '290' S7918'E 321 '291' Ie7p\'
N36'36'E 22.7 '292' S80'S1'E 17.4 '293' N57'48'E 26.0 '294' - \ \
Topsail Cove u S87'S6'E 14.2 '295" N3739'E 21.6 "296" S33 A 27.5 '297' Figure Project: eve Subdivision Title:
54935'W.12,6 '298' S7915'W 36,6 '299" S22'25'W 461 '300'
S61N'W 54.1 "301" 53531'W 29.5 "302" S66'07'W 16.6 '303' 0 30' 60' 120' Topsail Tom ail Township Preliminary Plat WALTON ENGINEERING
N85'35'W 25.6 '304" N70'13'W 19 "305" S55'S5'W 22.7 '306'
58616'E 24.9 "307" S40'S8'E 25.4 '308' N7013'E 20.6 '309' e n e r ou f o ) S87'26E 39.2 '310' S73'43'W 39.3 "311" S60'49'W 54.4 '312' qty, North Carolina
N69'O6'W 34.9 '313" Revision Date: 4/2/02 '
le: 1" = 60' Drawn by: RMW/JLW Project 200110
Date: 6/11/01 Scale:

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I ~ z z •m w Nd-~ Q_ Q d- o~ z _ w d- ~ 0 0 0 0 0 0 0 0 0 0 o Q o 0 Q w ~ 0 0 LC) 1~ M c0 N ~ ~p ~ I~ m n Q> O O N n i.C) ~ O~ I~ O ti <D Q~ N O ~ N c0 cD O~ N O] ~ M V V N ~ C^V N N O O ~j N~~ CNO ~ N O~ ~~CJ I+M1 tr~j V R N M ~V- ~ N .N-- ~ N ry M M
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~ ~ N N d' ~ Ln CO t~ 00 ~ 0 ~t d- 07 I~ <F ~ ~ CO ~ e!' in ~ I` ~ ~ CO ~ ~ ~ M m N ~!J ifJ I~ ti O in O ~ ~ ~!'J cD ~ ~ 0 ~"1 f~ ~ ~ d' C N CO f~ n O F~ ~fJ ~ a' ~ CD ~ ~ ~ ~ cD c,D cD CD a- ~ ~ M o0 ~ co c0 00 00 cp Z V'1 Z C/7 V1 Z (n N N Z (n Z Z Z Z Z Z C/7 Z (n Z Z V7 (n (/J Z Z Z Z Cn f!1 Z Cn (n Z
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I I O JJJJJJJJJJJJJJ
I Q:~ UUUUUUUUUUUUUU O

LEGEND: .00'
N 58 00 00• E 100
NO-BUILD LINE 1 ~ 29.4 70.5 ' i
z A,
MEAN HIGH WATER LINE MHWL i / s
- / / ~ ~ i ~ N ~ ~ ~ l Q,
30' OFFSET FROM MHWL cD / /
W / /
- - COASTAL WETLANDS CAMA LINE O / / / / / F
r ~ / ~ J
404 WETLANDS ` ,1 ~ , ~ / ~ ~ / ~ ~ / i 1 / ~ l ~r /
R-5 SETBACKS / / ' , r' / ~ / ~ / ~
0.51' % ~ ~ / . ~ / , ~ I ~
N 58°00'00" E 298 00 E 298.10 49.49 ~ ~ ~ ~ / ~ ~ ; / ~ i / ~
PROPERTY LINE -~o,oo' 1 / / /
- -12$-61 , r _ i ; / _ / / ~ ~ / ~ / / l ~ / / i ~J /
R W LINE
/ ! / ~ / ~ / / / ~ l
- - - CENTERLINE C L i ~ ~ ~ ~ / ~ / / ~ ~ / /
/ ! , ~ l i / l / ! ~ ~ ~ l l G r , ~ / / r
T FROM M.H.W.L. 75 OFFSE 1 ~ ~ / . ~ / ~ / / / ~ ~ / ~ / / ~ ~ / I /
r~ iiii~iiii 4 0~ / ~ r l / 4~ ~ ~ ~ / / / / , / ~ ~ l ~ / / / / , /
A F NVIRONMENTAL '~8 ~ ARE 0 E ~ A / ~
CONCERN AEC r' / ~ / / ! ~ / / ~ ~
M ~ ~ j / ~ / l l / / / ~ / j / / / / ~ / /
y, m ~9 M / / ~ ~ ~ ~ / ~ / ~ / _ / / l
7~ ~ ~ , / ~ ~ r ~ ~ ~ / ~ ; / ~ ~ 1 ~ /
_ _ _ _ _ . CONSERVATION EASEMENT _ ~ N _ 4~ i ' ~ ~ ~ l l ~ ~ ~ ~ r _ l / / ~
- - - - - - C,A.M.A. ACCESS - _ ~ i ~ / / / J / / / /r ~ / ~ , ~ / / . ~ / ~ / / ~ / / /
- - - - - - PUBLIC ACCESS EASEMENT ~ - - - ~ / .I ~ / / ~ ~ / ; / / ~ / /
\ ~
404 WETLANDS TO BE o / ~ /g f / ~ /
\ ° \ N ~ of l
FILLED r7 ~ / ~ ti• / / / ~ / ; / g i / ~ / x io
\ z' , \ , i ~i~~, ~ i ~ ~ h ~ r / rr- ~ ! o - ~ / , / 2&, f
- - WATER LINE ~ ~ / ~ ; / i ~ / _ d / ~ / ~
, ~ Q ~ Cp r / / ~ r ~ ~ -'l ~ / l
SEWER LIN 2 t ; ~ ~ / N ~ ~ ~ ~ o / ~ / ~ / ~ i ~3 A
_ ~ 2 r / " \ Sf % / f o s 2~ t ~ ~ ~ /
i ~ ~ / i ; / ~ ~ l l z o . f - 8 S ~ ~ ` / ~ ~ ~ I ~ / ~ ~ o o ~ / /
~ ~ ,i / ,~l ~/2~`, ~i o o sf - ~ 8, ~ ~ o i _ / / ~ N o ~ o
~ f i - II 11 II II ~ ,y % ~
~ ~ ! / D , L I F4 \ ~ u ~ ~ / ~ 1, ~ / / ~ ~ Z ~
2 M 1 2 0 ~ 9 6 -
; , _ ~ 3~ 3~ / . _ ~ , Z 4 M o ~S 2~ ; N ~ ? Lo
~ i ~ ' i _ , ~ / w _ _ - , ~ z 8 f o •38 ~ ~
~ ~ ~ ~ i ~ 2 ,l ;i~ ~ ~ 8 0 z ~ e
~ ^'7 ! / ~ ~ S~f N 2 ~0 - p~ n7 2 2~ M A 8 t o
u 1 n n ~V ,n / , N5420W 11,5 207 N861BW 23.3 208 51215W 20.3 209 ' - - i ' o~ w e ~ ; 3 ~ e ~ z s. f
f n n 1 n n r n n ~ ~ ~ ' ~ a S14'23 W 26,1 210 S64'33 W 21.5 211 S54'01 W 28.4 212 , , Z , ~ - ~ , S ~I^ . ~ W 1 ~ o
I n q , I n n , 1 n n _ ~7>~ S597DW 36.3 213 S1326W 21,1 214 S1818W 14.4 215 1J1~; 2.~ ~ / U ~ 46,, ~ / r, ~ ~
n n n I I. ~ co , , 6 , p3° ~ ~ ~
N41'05 W 14.fi 216 S40'41 W 23,8 211 S80 58 W 31.4 218 ~I w . , ~ i~ ; ; ; / n n , 1 A II I II 0 , ~J 1 - ~ 3S Z ~ / \ p ,
S4403W 44,2 219 S8908W 41,2 220 S6126W 35.9 221" w ~ ~ ~ ~ 1 n n , 1 n 11 n n ~ ~ ~ / / , / ~ q - - ,8
S44 51 W 29,9 222 N1814 W 24.8 22,j'I N63 23 W 21.1 224 - rn ~ , ~ i '
N21'44 E 13.6 225 N3018 W 15.5 22611 S84'21 W 13.6 221 i
I n n I ro f n n , S64'38 W 21,1 228 S86'41 W 51.8 229" N11'48 W 50,3 230 .~2 ~ ~ ti i , % ~ ti .3
I " n I II n , r n n , ~ ~ ~ 1 N6210E 30,6 233 ~ , ! ~ ~ S16 30 W 21,1 231 N6135 W 29. 231 ~ ~ / / / ~ ~ 6 PVC
f n n 1 n 1 n n % ~ ~ / '•r: WATER LINE
S15'36 E 21.9 234 N64'D2 E 20,9 23ti" N5411 E 46,2 236 r~ , 1, 1 p n I 11 1 11 II ~ / / / ~ ~ / ~
N04'S1 E 20,1 231 N34'02 E 49.6 23811 N19'29 E 44.8 239 i , ~ ~ ~ ~ , S ~ .I I ,I II y; ~ ~ Fo~
S15'OOE 30,9 240 N13'38E 20,3 241" S82'S6E 32,1 336 .9h ~ ~ RQ ~ ; , n A I. n , . n ROA CENTER IN ATA wa ~ ~ ~ ; ~ F /
D L ED e t ~r ~ M ~ , S59'11 E 20.0 341 N86"19 E 9.6 340 N1612 W 5,5 339 i ! - ~ ~ 2 ~
I p A 11 II 1 A II 44,5 4 -tT N5155 W 24,1 338 N42 39W 28,5 242 N53 33 E 2 3 I I I , ~ ~ . r; ~ \ ~Sl ~ ' ~ ~ ~tl~ltY
, I A .I , I n n , . I. ro CL 1 A N32 00 00 W 37.53 , , ~ N4129 E 41,1 244 N83 59 E 54.2 245 S12 05 E 25.2 246
, , n I. .I II CL 1 B N32 00 00 W 17.65 ~ ~ ~ ~ N8959E 31.6 241 N51'S7E 21.9 248 N8110E 34.5 249 I I I I i ~j( '"I'~ ~ 1177, ( ? V 1
1 ro A " n n n n 0 ~ A/ A CL 2 N25 17 22 W 95.34 ~ ~ : ~ , ~ I
N6813E 26,2 250 N8031E 39.2 251 N3955 E 11,4 252 1 n n r ro n I n n 0 I I I I ~ / T . i r ' 5
CL 3 N28 2418 W 171,86 ° N5515 W 53.1 253 N1318 W 48.8 254 N35 58 W 53.8 255 / ~ ~c~ 25R ~ 2~ / / - ; 0~r~ , _ W qtr, . l ~ ~ / - /
N11'10'E 21,5 256 N8231E 30.1 251 S3454E 35.0 258 CL 4 N44 51 22 W 79.23 , - I / -L ~ ! / - - ; / 1 ~
ss3'44'EID,~ "259" N25'13'E22.4 "260" N5r52'w25.3 "261" CL 5 N30°33 47"W 91.89' ~ ~ / Q / --._._2 ANCHOR ~r / ~
- I II n f n n 1 n n o I II I N6346E 41.9 262 N1515E 48,9 263 51972E 24.8 264 CL 6 S59 2613 W 73.22 i _ _ - ; , ! - - - - ~ DRIVE / CL '8 / / i ~ / 6 ~ / / ~ P~~~~~~TE ST ~ C / - - VEMEN L 1 / /
,4 . n n ' 1 4 1 " 6" N30'41'E 55.3 11267" ° I I I I ~ S69 3E 59.1 265 N4125E 9. 26 CL 7 S49 40 34 W 62.26 , ~ / / ~ _ • • T WIDTH . 1 g~ / / / . ~ ~ ~ ~ _`i / / r
1 u n 1 n n I n u 0 I I I I - r' T, .~~r, / ~ ~ / ~ i ~ ~ l V
N6243E 33,0 268 S8654E 22.0 269 N3102E 24.1 210 CL 8 S59 36 10 W 28.89 ~ , W / / ~ ~ / / / ~ / / ~ / / / ~ ; - / ~ /
N65'S8'E 31,1 "211" S85'S1'E 30.1 112121' S31'00'W 42,1 '1213" ' " ' - - CL 9 S55 12 49 W 37.90 W , I n n , 1 n n 1 n 16n
S65 05 W 42,6 214 S4311 W 56.1 2JS S68 33 W 22,2 2 ' " CL 10 S58 09 24 W 37.54 0 r n n f n n ,4 I n l n - o / / 7 , / / ~ / ~ ~ / ~ / / / / ~ / / / / ~ / / / /
S4128 W 46.9 211 52503 W 328 21B S65 6 W 18.9 2 9 ° I I I I _ CL 11 S63 51 28 W 50.53 0 _ _ ~ / / ~ l ~ / i ~ . ~ / / .
° I II I o S51'S6'E 23,1 "28DI' S071'E 21.4 "281" S34'00'E 21.9 "282'1 CL 12 S67 1610 W 80.85 o l ~ ~ / r n ~ ~ / l ~ ~ ~ ~2h ~ / / l - ~ /
N81'34'W 321 "283" S29'13'W 55,3 11284'' S16'15'E 29.1 "283" ° I I I I ~
II CL 13 N83 47 50 W 119.70 N59'S6'E 45,2 "286" N81'46'E 25.6 "281" S68'24'E 18.2 288" ~ V1 / ~ / i
- _ ~ / , ~
N1S'13'E 28,0 "289" N61'31'E 55.5 "290" S19'18'E 32.1 "291" ~ - . f n n i n n I n n - - - / - o, / / A - - ~ ~ A, , / ~ ~ / • ~ / / , , r'ti / 7i
N36'36 E 22.1 292 SBD'S1 E 11,4 293 N51'48 E 26.0 294 - - - - - - - - l _ ~ ~ ~ / ~ ` off', / ~ A/ ~ / ~ ~ ~ SS E/ORCE fvyAlN' ~ l Ao i o . - ~ ~ / i / o - - - - - - / / ~ / oh ~ / ~ / ~ / / < <o ~
S81'S6'E 14,2 "295" N31'39'E 21,6 "296" . S33'21'E 21.5 11291" - - n ~ i / (o / / , / 0 1` o~ ~ Q~J ~-E R~A~10-~1-EA-S E~ E~1T - t a~ ~ p - ~ ~ 8
S49'35'W 126 11298" S1975'W 36.6 "299" S22°25'W 46.1 "300 ,,s /
. , I n n , I II n , r n n ~j.~f 56104 W 54.1 301 S3531 W 29,5 302 S6601 W 16,6 303 - - ~.~M:A• AC~C~S~ Got'
I n n , I n n I u n N8535W 25.6 304 N1013W 35.9 3D5 S5555W 22,1 306 IIIJJJ LLLJJJ ~ U-B LI£ -~C-C E~ S- EIS-~M-E NT =
'1 ' 'I 1" 4 'S ' 4 "308" N10'13'E 20.6 "309" ~ - S86 6 E 24.9 30 S 0 8 E 25
A n ro n n 147 7' - _ - - _~-60:95' - - --60:$5'- ~ 60.05' _ 60.05' 60.05' 60.05' 60.05'
S8126E 39,2 310 S7343W 39,3 311 56049W 54,4 312 •9 u n S 60°26'54" W 617.8
N69'06 W 34,9 313 ~ i i Co i i
i i i llie aSt i i
~ ? i i i ids i i
Owner /Develo er: ~ O sal o v e n p ~e a
TP Inc.
ur i
PO Box 2658 ec ion APR 0 3 2002
Surf Cit , NC 28445 Y i T i i i';
910-328-6969 ' DIVISION OF ' ~ ' ` ~ ~ ~ ~
I - c Based on Surve s b Dann Marco I Y Y Y ~ ~ - COASTAL MANAGEMENT ' ~ ' i / i i i i
Pad ett R.L.S. - ~ ' 9 Pre ared b : p Y
Walton Engineering Figure Project: Topsail Cove Sub
ve Subdivision Title:
0 30' 601 120' PO Box 895 Topsail Town Burgaw, NC 28425 I Township Detail View 2 WALTON ENGINEBUNG
910-259-4800 2B Pender County, Nor Date: 4/2/02 Scale: ;y, North Carolina
. 1" = 30' Drawn b : RMW/JLW Project 200110

_
~ ~ I
~ ~
LEGEND:
NO-BUILD LINE Total Area = 501,598 s.f. =(11.515. Acres
MEAN HIGH WATER LINE (MHWL)
- - - - - - - 30' OFFSET FROM MHWL / _ Area In AEC 144,845 s.f. (3.325 Acres / )
COASTAL WETLANDS (CAMA LINE) ~ ARLENE YOW
- - - 404 WETLANDS ~ JAMES & SARA HINES - Pavement mAEC -10,106 s.f
R-5 SETBACKS '
- - - PROPERTY LINE, R/W LINE ~ r Houses inAEC =1,252 s.f.
CENTERLINE (C/L) ~
75' OFFSET FROM CAMA LINE I ~ Total Impervious Surface inAEC =12,360 s.f.
AREA OF ENVIRONMENTAL 1 ~ ~ ~ 0
CONCERN (AEC) A ~ ~ / Limit of Coverage in AEC (30 /o) = 43,454 s.f / , a
1 /
404 WETLANDS TO BE s:c~ „ p~,l / a5`.~,',~ ~9 FILLED mw r m na ement s stem r uired b , / No stor ate a g y eq y
~ ~ ~ / ~ ~ / ~ CAMA rules.
_ ~ /i
~ - - _ ~ ~ > ~ 7, ' ~ / NOTE: THERE WILL BE NO FILL IN C.A.M.A. WETLANDS FOR
l I THIS PROJECT.
X .s /
/ , ~ ~ ceseo sr_ l} 560 : r. /
/ ~ • ~ ~ - ~ ~ ~ r ~
p, ~ / 1 ( ~d 8 ~ `;~;9~ s~,l~c sr_ wlv ~7 mt u 5z.o3i . r.
~ ,z~s=1_ 26.066 nl. ` ` ' ~ 7
/ - ? ~ col 85 ~d5~ ' ~iioA~
I' 1 1 ~ Ld 5 30. 9~ 1, ~ ~ I P~. 6~ sl. }I.l~l sl. ~ \ , \pi ROAD CROSS -SECTION Not to Scale
6- 26119] s,l. N/N R/N
\ ~ I / , ~
Lat 3 15,6J] st. sk I .N~-.._ _ e, a ~ ! PY.en~n1 SWKe Ili OED s i~ - r ~ -
~ ~ ~ - I • ' `~ftl6st ISLAND CLAY, L.L.C. /
70 VV ' fi~ / \
'way / ml 1 NOTE: Pavement surface is to be flush with existing grade.
62.032 sl_ µ~y~ / ~ e,-~
B~~R~~ ' ~ ~ ~ _
\ ' ~ ~ ~mi
~ ~ v ~ ~ ti ~ , i y ~
- - - - - - - ~ / /
~ ~ \ ~ _ - - / ~ /
/ ~ r, ~ /
Kg„~d<~ ~ ~
/ ZONING: R-5
I \
~ V ~ J / SETBACKS:
TP, INC. ~ ~ FRONT =15'
~ SIDE YARD = 7.5'
9? SIDE YARD ABUTTING STREET =10
~ ~ a/ / ,~1i / ~ , ~1, ~ REAR YARD = 20
lapml Cove al ~ R~ Snc Cily / N P eu~ / S. Pion 1 ~5 / b~~ F / 1 ,5 P°
l~~~ - 6,, , ~,n MINIMUM LOT SIZE - 5,000 S.F.
/ / ~ t q~xa~s v. '~y ~l
/ N pm ° ~ 7ir • ~E
• r'~ MINIMUM LOT WIDTH = 50' ® ~ r ~
1 / S 1 •q 3 16$]9 f ~ _ o
)1 ~ MAXIMUM LOT COVERAGE - 40% ~ r
~ / N ~
/ q~K W ` !,`J ry
i% ~ / l~ , w
NOTE: PROPERTY IS ESSENTIALLY ~
FLAT WITH AVERAGE ELEVATION OF
' ~ ~ ~ 4 I n fill 3.12. NO SIGNIFICANT 04Weta dstobe e ds to be filled: 3,557 s.f. (0.082 acres) 0 75' 150' 300'
MODIFICATIONS TO TOPOGRAPHY ARE
PLANNED. RUNOFF TYPICALLY
DRAINS TOWARD NEAREST P£ a
HIGHWATER LINE. spy°~ `
Figure Project:
Title:
Topsail t T it v Develo ment Plan opsa Coe P ALTDN N INEERIN
2
Revision Date: 7h 7101 Date: 6/11101 Scale: Scale: 1" =100' Drawn b : RMW Project 200110
~ V ~J,.-~ i

Wetlands Tracking ?: ProleC0,
Ulm
Facility Name Topsail Cove Subdivision County Fender
Project Number 02 0712 County2
Q Inactive Region Wilmington
Project Type r?ur??n.u ?;% residential DCM Office Wilmin<L'ton
Location Tops?iil Souiul SUITCih, COE Office Wilminwton
Last Total Total Total
Total Mit
401.5. Recvd i Sent to Recvd Action 401 401 ; Acres Mit
Recvd From Date Region Region Date Last Action Acres Feet., Feet
S N ry
To I for Project: -?
Inspections/ Violati s
Inspection Date Inspector Compliant Letter Type Date Sent Reply Date Current St
... Inspect.
a
a
f<
MEMORANDUM
TO: x John Dorney Regional Contact: Ed Beck/ for Rick
Non-Discharge Branch WO Supervisor: g Shiver
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Topsail Cove Subdivision County Pender
Project Number 02 0712 County2
Recvd From DCM Region Wilmington
Received Date 5/7/02 Recvd By Region
Project Type residential
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet am
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
CAMA F-- P-7 ? N F-- 18-8?-1 n s.a F - 30,624. 2.63 F_ F--.F-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y Q N Did you request more info? Q Y O N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y O N
Is Mitigation required? Q Y O N Recommendation: Q Issue (0 Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Place on hold for additional information. JHS
This office has no objections to the project as proposed in application dated 4/30/02 and additional
information in a letter dated 8/13/02
mi ff t l
cc: Regional Office
Central Office Page Number 1
F VVATF Michael F. Easley, Governor
`OTC 9QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
r Gregory J. Thorpe, Ph.D.
> - Acting Director
Division of Water Quality
May 14, 2002
CERTIFIED MAIL: 7002 0460 0000 4340 3931
RETURN RECEIPT REQUESTED
T.P. Inc.
Mr. Ronald Bryant
P.O. Box 2658
Surf City, NC 28445
SUBJECT: PROJECT ON HOLD FOR
ADDITIONAL INFORMATION ON
TOPSAIL COVE SUBDIVISION
DWQ PROJECT # 020712
Pender County
Dear Mr. Bryant:
This Office has reviewed your application and has conducted a site visit and is placing your project on hold until
we receive the following additional information:
1) An overall site plan that shows avoidance and minimization for wetland impacts for the
wetlands indicated, on the signed plat by the Corps of Engineers, as Wetlands "B", "D", "F",
"H"and "G". Why must these wetlands be impacted? There looks to be enough width for a
driveway to access these lots and on "G" the placement of the house could be moved to avoid
any wetland impacts.
2) On what is shown as wetland "C" on the drawing labeled as Figure 2 Topsail Cove
Development Plan is actually a contiguous wetland on the signed plat by the Corps. Please
define the minimal impact needed for the development of the lot.
3) These separated wetlands can continue to function if you work with the stormwater section of
water quality and allow water to sheet flow into these areas. Please address how you will
continue to promote the viability of these wetlands as shown on the Plat as wetland "B" and
possibly wetlands "B", "D", "F;',"H" and "G".
4) Restrictive covenants are to be placed on remaining wetlands. A sample deed notification is
located on our website at htip:Hh2o.enr.state.nc.us/ncwetlands/download.htmi.
Please respond within three weeks of the date of this letter by sending a copy of the information to myself and to
Cyndi Karoly, Raleigh Wetlands Unit [phone]. If we do not hear from you within three weeks, we will assume
that you no longer want to pursue this project and we will consider the project as withdrawn. If you have any questions,
please feel free to call me at [phone].
Sincerely,
Joanne Steenhuis
Environmental Specialist III
cc: Cyndi Karoly -Wetlands Group WiRO
R. Mark Walton, P.E. - Walton Engineering Henry Wicker - Corps of Engineers Wilmi Z%o
M
&MUNP-
127 Cardinal Drive Ext., Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer
A?.'??
?ffl_
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
April 30, 2002
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
020 12
Mr. John R. Dorney
Division of Water Quality
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
T. P. Inc. / Topsail Cove Subdivision
J
MAY -- 7 2002
A,VD
WE
ECTIO/V
., J
NC Highway 210 & Wilmington Avenue, Surf City, Pender County
Development of a 14 lot, residential subdivision
Please indicate below your agency's position or viewpoint on the proposed project and return this form by May
21, 2002. If you have any questions regarding the proposed project, please contact Jim Gregson at 910-395-
3900. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are incorporated.
See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
DIVISION OF COASTAL, MANAGEMENT
FIELD INVESTIGATION REPORT .
1. APPLICANT'S NAME: T.P., Inc. / Topsail Cove' Subdivision
2. LOCATION OF PROJECT SITE: NC Highway 210, directly across from the intersection of Hwy. 210 and
Wilmington Avenue, adjacent to Topsail Sound, within the Town of Surf City, Pender County
Photo Index - 2000: 25-331 M-0 15-19 1995: 25-314 L-N 12-15
1989: 173-12 I-K 6-11 1984: 23-299 M-0 13-18
State Plane Coordinates - X: 2424400 Y: 237600 GPS File-SO42620A
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 04/26/02 04/04/01
Was Applicant Present - Yes (Agent)
5. PROCESSING PROCEDURE: Application Received - 04/09/02
Office - Wilmington
6. SITE DESCRIP'T'ION:
(A) Local Land Use Plan - Surf City
Land Classification From LUP - Conservation
(B) AEC(s) Involved: ES
(C) Water Dependent: No
(D) Intended Use: Single family residential
(E) Wastewater Treatment: Existing - None
Planned- Proposed connection to Town of Surf City Water and Sewer
(F) Type of Structures: Existing - None
Planned - Entrance road, water mains, sewer mains
(G) Estimated Annual Rate of Erosion: N/A
Source -
7. HABITAT DESCRIPTION: [AREA]
DRF.DCTFD FILLED OTHER
(A) Vegetated Wetlands 0.18 acres
404)
(B) Non-Vegetated Wetlands
(open water
(C) Other 2.45 acres
(high ground disturbance aded
(D) Total Area Disturbed: 2.63 acres
(E) Primary.Nursery Area: Yes
(F) Water Classification: SA Open: Yes
8. PROJECT SUMMARY: The applicant proposes the development of a fourteen lot, residential subdivision.
T.P., Inc. / Topsail Cove Subdivision
Page Two
9. PROJECT DESCRIPTION:
The project site is an 11.5 acre tract of land located on NC Highway 210, within the Town of Surf City. The
property is located adjacent to Topsail Sound and lies approximately 3/4 of a mile north from the intersection of
NC Highway 50 and 210. The property is located at the intersection of NC Highway 210 and Wilmington Avenue,
directly across NC Highway 210 from the Surf City Baptist Church.
The property has 100' of road frontage along Highway 210, located at the intersection of Wilmington Avenue.
This 100' wide strip extends to the northwest for approximately 200'and widens to a peninsula of land measuring
approximately 1000' long by approximately 350' wide at the widest point. This peninsula is bordered on the north
by a tidal creek off the AIWW and is separated from NC Highway 210 by a shallow tidal embayment measuring
approximately 400' across. The site has an elevation which averages approximately 3' above mean sea level
(MSL). The higher areas of the property are vegetated with typical maritime scrub thicket species, including:
Live Oak (Quercus virginiana), Yaupon Holly (Rex vomitoria), Red Bay (Persea borbonia), and Southern
Waxmyrtle (Myrica cerifera).. A Section 404 Wetland delineation has been conducted for the property and the
boundary survey of 404 jurisdiction was approved by the U.S. Army Corps of Engineers on March 12, 2002.
The entrance to the property from NC Highway 210 consists of a strip of land measuring approximately 80' wide
by approximately 300' long. This area. appears to have been created by past fill activity, as this feature appears
to be present, but well vegetated on the 1978 aerial photography. The first 70' of this entrance area adjacent to
the highway. is high ground. The next 150' of this, moving towards the northwest, is Section 404 wetlands. On
each side of the entrance, the high ground and 404 areas are bordered by coastal wetlands. These coastal wetland
areas consist primarily of Bulrush (Scirpus, spp) along the higher areas of the entrance with Black Needlerush
(Juncus roemerianus) and Cord Grass (Spartina alterni, flora) dominating along the waters edge. Vehicular traffic
has inhibited wetland vegetation growth along most of the higher areas of the entrance.
The entirepeninsula portion of theproperty, which contains the majority of the high ground, is surrounded by both
Section 404, and Coastal Wetlands. In addition to the 404 fringe areas, there are eight (8) Section 404 Wetland
pockets along the interior of the peninsula. The largest of these pockets measures 898 sq. ft. and the smallest
measures 289 sq. ft. The Section 404/Coastal Wetland borders around the peninsula typically consist of Salt
Meadow Grass (Spartinapatens), Sea Oxeye (Borrichia frutescens), Spike Grass (Distichlis spicata) and Giant
Cord Grass (Spartina cynosuroides). Closer to the open water areas, Black Needlerush and Cord Grass dominate.
The waters of Topsail are classified "SA" by the Division of Water Quality. The area is designated as a Primary
Nursery Area by the Division of Marine Fisheries and is open- to the taking of shellfish.
The applicant is proposing the development of a 14 lot, residential subdivision known as Topsail Cove.
Development wound include the initial grading and filling of approximately 2.6 -acres of the tract for road
construction, utility.installation and lot grading. This grading and filling would -include the eight 'interior .404
Wetland pockets, as well as an area of 404 Wetlands for the entrance road measuring: approximately 25' wide by
approximately 145'.in length. Individual lots will have a minimum lot size of S,OOO sq. ft., at a density of 0.823
units/acre for the development area. Access to the lots will be provided by a single private road (Wilmington
Street) entering from NC Highway 210. Wilmington Street would terminate in a cul-de-sac at the northeastern
comer of the property. One side street (Anchor.Drive) would run to the western side of the peninsula and would
also terminate in a cul-de-sac. A portion of the property at the end of this cul-de-sac, adjacent to Lot #1, has been
designated as a Conservation Easement/Public Access Easement.
The subdivision's sanitary sewer system and drinking water supply would be connected to the existing Surf City
Municipal Sewer System and Surf City Water System, respectively. Water and sewer lines would be run within
the 25' road right-of-way on opposite sides of the street.

T.P., Inc. / Topsail Cove Subdivision
Page 'Free
10. ANTICIPATED BWACTS
The construction of the proposed roadways and utilities would disturb approximately 2.45 acres of high ground
and approximately 0.18 acres of Section 404 Wetlands. The construction of the entrance road would require the
filling of approximately 4,060 sq. ft. of Section 404 Wetlands. The applicant has avoided Coastal Wetland impacts
for this project.' The misalignment of Wilmington Avenue with the proposed subdivision entrance road
(Wilmington Street) is partially the result of the avoidance of Coastal Wetland impacts along this causeway. The
shifting of the roadway to the northeast also eliminated any impacts within the 30' Coastal Shoreline buffer area.
Total impervious surfaces within the 75' Estuarine Shoreline AEC would be 2.5 %. The applicant was issued State
Stormwater Permit No. SW8010637, on March 1, 2002. That Permit limits the maximum built-upon area per lot
to 3,872 sq. ft., with a total built-upon area for the subdivision of 25%.
.,son Date: April 29, 2002 Office: Wilmington
Submitted by: Tim Greg
'It should be noted that the submitted plans indicate a small area of Coastal Wetland impacts on
a portion of Lot #9. The applicant has submitted a written statement indicating that this is an error on
the drawings and that no Coastal Wetland impacts would be associated with the project.

Form DCM-VII'
t c1 e
rd? it T 0 1\
4. LAND AND V4'ATIR .% ???`?'EN
CHARACTERISTICS
m. Describe existing wastewater treatment facilities.
N01% -P,
a. Size of entire tract I k • S is acres */- n•
b. Size of individual lot(s) (•y y ? r t S
( SczG"15 Z)
c. Approximate elevation of tract above MHW or
NWL :3,V .
Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial /commercial effluent, "wash
down. and residential discharges.)
coil f ? lSl?+l o t! t) n? v
d. Soil type(s) and texture(s) of tract o. Describe existing drinking water supply source.
J4.n?1 helair a.rtgiin%c AL(t Cuvc,ih J f\ i1?nt• be S1Tr (? 1- 4,{ , To
?,sr?,? w c w rr
e. Vegetation on tract `S MA\ r\_4 W c Tr c S/shr5 k 1 w d` a t o s s c c
f. Man-made features now on tract 4n n e.
5. ADDITIONAL INFORMATION
i g. What is the CAMA Land, Use Plan land
classification of the site? (Consua the local land use plan.)
Conservation Transitional
Developed Community
Rural Other
h. How is a tract zoned by local government?
K-5 (iz escJ er,T--J
i. Is the propose roject consistent with the applicable
zoning? _ Yes No
(Attach.zoning -nphance cenftaue, ifapplimble)
j. Has a .professional archaeological aS:' sment been
done -for the tract? - -Yes No
If yes, by *hom?
In addition to the completed application form, the
following items must be submitted:
NFV?
!A copy of the deed (with state application only) or
ow1
other instrument under which the applicant claims title
-toO-19the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward .a, copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn 'to scale.in black
ink on an 8 1/2" by TV white paper. (Refer to
Coastal Resources Commission Rule 73.0203 for a
detailed description.)
k. Is the -project located in a National Registered
Historic District or does -it involve a `National
Register listed or Bible property?
Yes No
1. Are.there wetlands on a site? ? Yes No
Coastal (marsh) Other '-i 0 LJ
If yes, has a delineation been conducted? E-S
(Attach doctanentation, if available)
Cn??S 6? C.1??eefS ?r_J?c J
?1?t-eq?o1? C.A.t„lA
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats -are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or.location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the

Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
6. CERTIFICATION AND PERMISSION
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
Name Ks . A r1 y o ,...) I certify that I am authorized to grant, and do in fact,
Address P0 3 x 2(44,S 1." 4 C r1 N C Z%4K6 grant permission to representatives of state and federal
Phone ?O review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
Name S ea v L-LC permit application and follow-up monitoring of the
Address ill®D Ecs`? cla U,i?ld,.isy,Tow,f?"? C jZ8`?u3 project.
Phone
I further certify that the information provided in this
Name Mr. ? M r,?a c s
Address 3,914 w c 14,5 o i application is truthful to the best of my knowledge.
ce ti a 6- C ?Yy
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
u 0 ",p
I/ ?l
This is the day of
Print Name
Signature G ?-
Landowner or Authorized Agent<
• 0 made payable to the Department of
Environment, .Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
00C • A signed AEC hazard notice for projects in
oceanfront and inlet areas.
t?• A statement of compliance with the N.C.
Environmental. Policy Act (N.C.G.S. 113A 1 to
10) If the project involves the expenditure of public
funds or. use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Please.indicate attachments pertaining to your proposed
project.
DCM MP-2 Excavation.and Fill'Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
17 `: Y1,,
TpNOTE: Please sign74, at euc hii el t? the
space proiWd at the bottom of each f . rm
JUN 2 15 20011 ??.
L
COASTAL tpI

Form DCM-IMT-2
e. Does the disposal area include any coastal wetlands If yes,
(marsh), SAVs or other wetlands? (1) Amount of material to be placed in the
Yes No water Non
(2) Dimensions of fill area various-
f. Does the disposal include any area in the water? (See bi ans) 3 . 557 sf total
Yes No (3) Purpose of fill to eliminate isolated
small pockets of 404 wetlands on
lots.
b. 'Will fill material be placed in coastal wetlands
3. SHORELINE STABILIZATION (marsh), SAVs or other wetlands?
't x Yes No 404 wetlands only
If yes,
a. Type of shoreline stabilization _ (1) Dimensions of fill area various
Bulkhead RyP-`ia
P (see n1anG) 3 557 -czf i-otal
b. Length
r
(2) Purpose of fill to eliminate isolated
small pockets of 404 wetlands on
lots.
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or riprap..material
g. Amount of fill in cubic yards to be placed below
water level
(1) .Riprap
(2) Bulkhead backfill
h. Type of fill .material
i. Source of fill material -
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
5. GENERAL
a. How will :Prmvate& or fill material be kept on site
and erosion controlled? Material will be place
as hauled in (no stockpiles). Erosiot,
Control per Sedimentation and Erosion
Control Plan.
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Dump trucks, backhoe.
c. Will wetlands be crDssed in transporting equipment
to project site? Yes x No
If ;yes, explain steps that will be taken to lessen
environmental impacts.
TP, Iric.
Applicant or e Q
9?ry "t `0 T
L?
trll
1
Signature
t-Z3-oZ
Date
Revised 03/95

Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures proposgd i'-? R?s??e eS
0.?c? /v ,r dyn r,t •er
b. Number of lots or parcels
c. Density (give the number of residential units and the
units per acre) 19 u, ,i 5 ? i1. Sks a c r-E 5
?4SZ? kn l 1S P? R c rti
d. Size of area to be graded, filled or disturbed
including roads, ditches, etc. 0 m P-y ac rr S
( 'rs" it 1' r "r °?
= t, .
?1 Zi i r. p? k ;; 77 '77
JUN 25 2001
DID.IISiONi op
h. Projects thcf4tnre4-dA'MkIot bb,velopment
Permit may also require a Stormwater Certification.
Has a site development plan been submitted to the
Division of Environme Management for review9
Yes No C-f- be swbr•ir?(?
"If yes, date submitted
i. Describe` proposed method of sewage disposal.
v. ?ti
C. I a Se%,Ot r- ( Tiy w r- erE
Ste. rl? c? ., ? .
j. Have the facilities described in Item i. above
received state or local approval? N e,
(Attach appropriate documentation) 6 f t d? e
k.
Describe location and type of proposed discharges to
waters of the state (for example, surface runoff,
sanitary wastewater, industrial/commercial effluent,
"wash down" and residential discharges).
-S«,-
If the proposed project will disturb more than one
acre of land, the Division of Land Resources must
receive an erosion.and sedimentation control plan at
least 30 days before land disturbing activity begins. 1•
If applicable, has a sedimentation and erosion
control;plan-been submitted to thirDivision of Land
P11- qlvn
Resources? Yes
No (To he s(cd,
If yes, date submitted I in.
f. List the materials (such as marl, paver stone,
asphalt, or concrete) -to be used for paved surfaces.
ABC Grcwe` /?Sr??.?Tg. Give the percentage of the tract withi 75 ];?of
MHW or NWL, or within 575 feet in the case of an
Outstanding Resource Water, to be covered by
impervious and/or built-upon surfaces, such as
pavement, buildings, rooftops, or to be used for
vehicular driveways or parking. •Sa1tl
Describe proposed drinking water supply source
(e.g. well, community, public system, et .)
Muni C E>a, S-?c.,.•. (,rwrt o0 Su> CX a
r
Will water.be impounded?
If yes, how many acres?-
n. If the project is a oceanfront development, when
was the lot(s) platted and recorded? !J//k
7-P
Ap li r Pro Nam
Signature
40-
Date
Yes ZNo
Revised 03/95

?r.
NS ?*.
DING
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MIMI -ULD "LANDING
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9' i 1? t
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?j J U N 2- 5 2001
DIVISION OF
COASTAL IUTANAGFM ENT
Site Location Map
Topsail Cove, Across from the
intersection of Hwy 210 &
Wilmington Ave., Surf City, NC
Figure Photocopy of USGS Holly Ridge
Quadrangle (1970)
Pender County, NC
7.5 Minute Series (Topographic)
Orioinai Scale: 1:24.000 (?WALTONE?N6IN?EERE?V6
21334 %
8012
PENDER COUNTY TAX MAP
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ALTON EN
April 5, 2002
Mr. inn Gregson
NC Division of Coastal Management
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Topsail Cove Subdivision
Dear Tim,
As you brought to my attention via telephone on Thursday April 4, 2002, our plans for the
subject subdivision show an area of wetlands fill adjacent to the intersection of Anchor Drive
and Wilmington St. that includes some CAMA wetlands. It was an oversight on our part and
it was not intended that any fill was shown in CAMA wetlands. This letter serves as
notification to your office and TP Inc. that fill is not to be placed in the CAMA wetlands
portion of the subject location.
If you have any questions or need additional information, please call me at 910-259-4800.
Sincerely,
R. Mark Walton, P.E.
cc: Ron Bryant
Marc Padgett
040502CAMA
E C"' E I V
APR C- 9 2002
DIVISION OF
COASTAL MANAGEMENT
Tel: [phone] PO Bag 895, Bamgaw, North Carolina, 29425 Fax: [phone]