06-07 Oversized Plans

Notes:
1. Total Area: 3.79 Ac. f
Area Upland of MHW: 3.30 P,
No. of Lots: 10
Smalest Lot: 5,000 Sq. Ft.
2. Zoning: MHS
Land Use Classification: Undeveloped
3. Developed By: Jonathan Briggs,
Michael Barnes
and John Clapp
P.O. Box 3134
Topsail Beach, N.C.
910-328-4803
4. Wetlands To Be Filled:
20' Street 1,037 Sq. Ft.
5' Sidewalk 28 Sq. Ft.
Lot 10 Driveway 430 Sq. Ft.
Total 0.03 Ac. 1,495 Sq, Ft.
5: Total Area Within Street Riqht of Way: 14,250 Sq. Ft. f
Septic System Setbacks
Property Lines
10'
Buildings
5'
MHW
100'
Summer Temporary Seed Mixture
T-nrary YPed mivtnre I'Mav - Anonetl
Species
Seed Rate (per acre)
German Millet
50 lbs.
Total Seed
Mixture
50 lbs./acre
Winter Temporary Seed Mixture
Species
Seed Rate (per acre)
Tall Fescue
50 lbs.
Annual Ryegrain
50 lbs.
Total Seed Mixture
100 lbs./acre
Permanent Seed Mixture for Dry Soils
T« Q-.1 D.. «... .. ......t Q-1 14- fA it _ Q-+-hPr1
Species
Seed Rate (per acre)�
Bahiagrass
30lbs.
Bermudagrass
30lbs.
Centipedegrass
10 lbs.
Kobe Lespedeza
20 lbs
Annual Ryegrass
25 lbs.
or
German Millet
115 lbs./acre
Total Seed Mixture
Location 404 Wetlands
Course
Bearing
Distance
L1
N
52' 12'30"
E
28.93'
L2
N
75° 28'30"
E
L3
N
83°48'30"
E
_ _15.85'
19.66'
L4
S
26°22'30"
E
24.03'
L5
N
55°48'40"
E
22.52'
L6
S
14° 15'20"
E
40.42'
L7
N
88°03'30"
E
48.07'
LB
N
72°33'30"
E
27.53'
L9
N
65° 18'40"
E
24.00'
L10
S
24°46'20"
E
95.10'
L11
N
79°35'30°"
W
23.90'
L12
S
33°00'50"
W
26.54'
L13
S
26°28'40"
W
27.47'
L14
S
22°25'00"
W
20.42'
L15
S
41 °54'30"
E
14.45'
L1 6
N
88' 25' 10"
E
28.88'
L17
N
69°57'20"
E
35.61'
L18
N
49*42140"
E
43.82'
L19
N
70°39'20"
W
13.24'
L20
N
28°46'20"
W
15.28'
L21
N
40°39'40"
W
20.00'
L22
N
14°01'00"
E
20.61'
L23
N
47° 00' 10"
E
24.33'
L24
S
35' 48' 10"
E
29.12'
L25
S
84°06'00"E
33.70'
L26
S
89°04'00'E
24.90'
L27
N
61 °38'00"E
55.70'
ROAD CROSS - SECTION
Not to Scale
B' Road C.L.
R/W
-- 30' R/W
- - - 20' -
Finished -
Slope Slope
Grade �----1 /4" per Foot y Pavement Surface E---1 /4" per Foot
81.
1.5" 1-1
Asphalt
Location of Mean High Water
Course
Bearing
Distance
L28
N
68°27'00"
E
21.98'
L29
S
74°35'40"
E
24.60'
L30
N
78°53'50"
E
10.11,
L31
S
63°38'20"
E
8.74'
L32
N
88° 17'10"
E
32.87'
L33
S
70' 10'30"
E
15.55'
L34
N
56°49'20"
E
12.15'
L35
N
73°45'00"
E
22.87'
L36
S
05°04'30"
W
8.07'
L37
S
77°0730"
E
41.89'
L38
N
76° 06' 10''
E
8.60'
L39
N
27' 18'50"
E
8.03'
L40
N
69' 12'50"
E
7.48'
L41
S
27°47'50"
E
13.86'
L42
N
48°50'20"
E
29.06'
L43
S
33°57'40"
E
18.14'
L44
S
84°46'20"
E
6.10'
L45
N
12°01'20"
W
14.39'
L46
N
30° 17'40"
E
17.1 1'
L47
N
26°44'50"
W
10.40'
L48
N
52°51'30"
E
52.10'
L49
S
62°00'20"
E
22.11'
L50
S
13' 09' 10''
E
23.47'
L51
S
40°00'30"
E
21.51'
L52
N
09°31'50"
E
24.00'
L53
N
82° , 2' 10"
E
26.18'
L54
S
37°46'50"
E
6.85'
L55
S
82°58'31"
E
18.47'
L56
N
18' 1 1'37"
E
42.16'
L57
N
26°02'04"
E
15.91'
L58
N
73°05'20"
E
1832'
L59
N
47°04'S6"
E
63.32'
B
R/W
Finished
Grade
5' Sidewalk
NOTE: Pavement surface is to be flush with finished grade
(Not level).
PIER CROSS - SECTION
(Rails Not Shown)
3.40'
i FiVy 2'
1 MLw
HORIZONTAL SCALE = 1:40
VERTICAL SCALE = 1:5
CROSS SECTION B-B'
PIER CROSS - SECTION
(Rails Not Shown)
Mooring
Piliqs
Fixed
Docks
Fixed
Docks
MH
AVG. DES 1 1 AT Ef iJ OF
HORIZONTAL SCALE = 1:20
VERTICAL SCALE = 1:4
I I N
Total Area In AEC: T0
�6�'
53,657 s.f.
Impervious Area in AEC: �c
1,940 s.f.
Percent impervious: 50 O°e
25%
ZZ
P��oo
NOTE: Impacted 404 Wetlands
Total Area Impacted/Filled=
/ NO)
Apo `sue
o \
•.tee ,��� r°� / / °01 � �� XD
od /
/ m
O > `SJ,
Ix
01
O,
Lot 1 � X ` O o�
1, < -®. 6 � so, F`
Lot Sizes in Acres
Lot
Total Area
Area Upland of MHW
1
0.118
0.118
2
0.118
0.118
3 C.118
0.118
4 C.118
0.118
5 C.128
0.128
6 0.137
0.137
7 C'.248
0.248
8 C.241
0.233
9 0.409
0.308
10
C.827
0.505
hyd. 's� �03 O/ �o\ 1�`_)
P w `' r Line\�< x; / ��r\ ScS� \C0�° ` �\
V
/X���� > \00- Q�l �� �,� Lot 2
16/ Lot 2 \ ,•4, Bobby M. Temple
�am� i s .pn / e� 1335/ 90
\ALL `� ��
�� 2.56'
N52°42'02"Ei'\
Lot 3
Jay B Maready °01��I Lot i F
2479/108 °,y
Lot 4 Tt , ao o, j \
.Lot 5
� 00\ \ � �z 's j � �•
Uplands L3 \q�
` N5 MBL 1 15'
L_ J
•
Alan Morrett B` R=28'
454/7 'G� r'� i o� \ i� �� 2s:;, Uplands ' aP� ap6
�p \/ 34.7' 50.0' re 6 33.5' 0v \
�� ss �4 �
\\ 1
10 h
S ,\ "
� -
\ l�
Wetlands
Location of Coastal Wetlands
Course
Bearing
Distance
L55
S 44° 22' 10" W
48.60'
L56
17'50" W
18.23'
L57
-----S _55°
S 61 °03'30" W
23.36'
L58
S 48°04'30" W
19.65'
L59
S 37°53'40" W
19.81'
L60
S 17° 17'30" W
1 1.83'
L61
S 41 °38'40" W
10.21'
L62
S 68° 59'00" W
8.79'
L63
S 49 ° 59'50" W
12.58'
1-64_
j N 75' 10'00" W
15.57'
L 5656
S 71 ° 47'50" W
20.5 1'
L66
S 76°38'30" W
21.84'
L67
S 76°42'50" W
23,37'
L68_-
S 78°24'40" W
18.86'
L69
S 82°4110" W
-- -- 8.95'
L70
S 87° 44'30" W j
-8.88'
L71
N 78°41'50" W
9.38'
L72
L73
N 17°49'50" W
N 30°58'50" W
25.99'
28.60'
L74
N 81 °59'50" W
12.07'
L7�S
28°49'00" W
14.63'
1 1-76
; S 18°53'30" W
L 15.94'
L77
S 23°42'20" W
7.,
I L78
--
S 89 ° 36' 10" W
6.53' J
Revised: 6/ 14/07
e ,
N
N
N
0
Pcc
N
AEC LINE o CD
N O a
"D tr5
1,l
�8 Q9 L30
- NLW -
S
� 9 8�,
I B
l
I
I SO��
NOTE: NEGATIVE ELEVATIONS a X
ARE IN RELATION TO MLW I Q'
I
i a`'I
iS
I
0 20' 40' 80' i
IQ
iLY-
I X
I
MARSH
ELEVATION AT -1' IS ISLAND
INTERPOLATED
Figure Project:
1
Date: 2/7/05
FBI Fw-=* e I
ck"• z� ry. .�/S �s�
L9 `)'� 9-
�0I21M .85' 1.a��- mn� �'\
\ L H_ _ , v/e / o\` Center Line M 2Q S51 ° 13' 14"W
-- - _ Lot 7 <(
NV. 9' e� \\ 9.80'
Gravity Sewer d \ \ \ \��
Cn Uplarlds X \ s s
61
�w Lot 8
Uplands\�j� / Z
;v
Wetlands \-- �2s Les��h
404 Wetlands
Off:
c11 et!ands
Vb0 Wetlands F f'
�o Lot 9 Wet!a11ds
Retaining Walls / U Parl s 's. �� , p o°° h\�i�'. O j
t a ^Lot 1 0 \�l ` 1b
74 v� j y��\
0
Q s'
1 J
X,5�// 4/L16
-Y
L65 L �� L53Lo
5� ?
L66 37 I
7
O i
Coastal WetI�L6
L71 L70 L69 L68
p_
I MN`0 I
Wetlands
I L54
L35
Vicinity Map N.T.S.
0
0
o
Profile "A"
Horz. 1 "=40'
Vert. 1 "=4"
0
0
0
1
0
Profile "B"
Horz. 1 "=40'
Vert. 1 "=4"
M.L.W.
egend:
0 Iron Pipe
Iron Stake
❑ Concrete Monument
® P.K. Nail
S°4
> L32 433 yyN L37 LA < Vpi
- _MHW �(I
�- - - �j I i / i - Normal Low Water (MLW)
Line
Mean High Water (MHW)
A° N Line
0 1 o N Topography
3 4 O 5 UN 7 a-i C I \\ I `/ I �° ��
-41 --- 6 2 % LINE` I I I Area of Environmental
Pier g �3� - X TOTAL FINGER PIER AREA = 240 SQU�,RE FEET Concern(AEC) Line
MHW WITdIN PROPERTY 'LINES = 306.135 FEET - _ Water Line
,23 I o I i
I
I I I Sewer Line
mj c, IN �Q i
I� - - - - Riparian Lines
a
a I•� i : Impacted 404 Wetlands
rf i � T
1.0- I.a 101 AP 1 Meter Box with Meter Setter
Ii2 hydt-iEGEIVED
.
I MARSH I I Hydrant OCM WILMINGTON, NC
i I ISLAND I I
X I I pa Valve JUN 1 5 2007
�u
ill =40'
THE 25% LINE IS 1 /4 OF THE CHANNEL i►H Blow Off
WIDTH FROM THE NLW LINE
Tine: AMA Stormwater, Sewer,
and Water Plan
WALToNENGINEERING
[phone]
Drawn bv„
Project #:
200536

t
\\ Q
\ Oo Qs \ <"
.00 �' \
coy \ jS� \
\ \ n
h
\ F,
�1` \ Op
\ 2.56`
Location of Mean High Water
Course
Bearing
Distance
L28
N
68°27'00'
E
21.98'
L29
S
74°35'40'
E
24,60'
L30
N
78'53'50'
E
10,11,
L31
S
63°38'20'
E
8,74'
L32
N
88°17'10'
E
32,87'
L33
S
70°10'30'
E
15,55'
L34
N
56°49'20'
E
12,15'
L35
N
73°45'00'
E
22.87'
L36
S
05'04'30'
W
8,07'
L37
S
77°07'30'
E
41,89'
L38
N
76'06'10'
E
8.60'
L39
N
27°18'50'
E
8,03`
L40
N
69°12'50'
E
7,48'
L41
S
27°47'50'
E
13,86'
L42
N
48'50'20'
E
29,06'
L43
S
33'57'40'
E
18,14'
L44
S
84*46'20'
E
6,10'
L45
N
12°O1'20'
W
14,39'
L46
N
30°17'40'
E
17,11'
L47
N
26'44'50'
W
10,40'
L48
N
52°51'30'
E
52.10'
L49
S
62°00'20'
E
22,11'
L50
S
13°09'10'
E
23.47'
L51
S
40°00'30'
E
21,51'
L52
N
09°31'50'
E
24,00'
L53
N
82°12'10'
E
26.18'
L54
S
37°46'50'
E
6.85'
N52°42'0 'E
\60 Sf Lot 25
Bobby M. Temple
o \ S
1335/290
Uplands L3 \
Ca
4 `+ \� Uplands \
Notes �� +� \ La Ls - t a�d5 ++
�.
S 51'13' 14' W
lU Total Area, 2.8 Ac.
2, zarzingHs 10\ ++ 9.80'
34 Developed By, Jonathan Briggs,
sirs Wetlands
r
Michael Barnes
and John Clapp
P.D. Box 3134
¢�`a
L+ Uplands
(S
Topsail Beach, N.C.
910-328-4BO3
Wetlands6-
++
/
+�
Uplands
J
++ /
_ �
404 Wetlands
+ /
Wetlands
rTM�° `�
Uplands +
4•'°w°��`ST
<
�; +
( 9
S�A =
cur
All
�
`
� h
ijL 4e
�k� �°
q
O
/
9ppXyJ ¢✓
O
O
! 0
°
------
1, Donny `Marco Padgett, do certify that this plat o
was drawn under my supervision from an actual Z
survey made under my supervision (deed
description recorded in Deed Book 2602, Page 220,
and Deed Book 2647, Page 234); that the
boundaries not surveyed are clearly indicatedi
that the ratio of precision as calculated is
16,0001 that this plot was prepared in accordance
0
Z
Wetlands
with G.S. 42 30 as amended. Wetness my oregennl �29 L29 U35 AID
a
signature, registration number and seal this 18 L 3J L32 ' 4a R, !Y r
day of March, A.D. 2006. Shoreline ____-____�(33 v3� L37 >
----------------
t . \ \ - yHW 438 ^io
S oretine L44
1
)Danny Morcd Padgett, RLS L 639 `�98 tt --- --__ - �\
, 1
This certifies that this copy of this plat accurately depicts the /l/ 1
boundary of the Jurisdiction of Section 404 of the Glean Water Act 60
. Pursuant to the 1987 Corps of Engineers Wetlands Delineation 8
Manual, As determined by the undersigned on this date, Unless 00'4✓
there is a change in the law or our published regulations, this 18
determination of Section 404 jurisdiction may be relied upon for a
period of five years from this dote. �-
Signature of U.S. Army Corps
of Engineers Official
Dote of Signature
1�D� aoc�oo�a3
o L53
J"
/F!
Location 404 Wetlands
Course
Bearing
Distance
Ll
N
52°12'30'
E
28,93'
L2
N
75'28'30'
E
15,85'
L3
N
83°48'30'
E
19.66'
_
L4
S
26°22'30'
E
24.03'
L5
N
55'48'40'
E
22,52'
L6
S
14°15'20'
E
40.42'
L7
N
88°03'30'
E
48 07'
L8
N
72°33'30'
E
27.53'
L9
N
65°18'40'
E
24,00'
L10
S
24°46'20'
E
95.10,
L11
N
79°35'30'
W
23.90'
L12
S
33°00'50'
W
26.54'
L13
S
26028'40'
W
27.47'
L14
S
22'25'00'
W
20.42'
L15
S
41°54'30'
E
14.45'
L16
N
88°25'10'
E
28,88'
L17
N
69°57'20'
E
35.61'
L18
N
49'42'40'
E
43,82'
L19
N
70'39'20'
W
13.24'
L20
N
28°46'20'
W
15,28`
L21
N
40°39'40'
W
20.00'
L22
N
14°01'00' E
20.61'
L23
N
47°00'10'
E
24.33'
L24
S
35°48'10'
E
29.12,
L25
S
84°06'00'E
33.70'
L26
S
89°04'00'E
24.90'
L27
N
61°38'0WE
55.70'
+
j7
i
i
tee if
Legend:
o Iron Pipe
• Iron Stak{:i
Soma El Concretekloriument
• P,K. Nail
Bar Scale 1'= 40' _
40 0 40 80 120
Vicinity Map N,T,S,
A Survey For RECEIVED
DCM i�lLMINGTQN, NC
Diamond Paint ,uN0 82006
H Portion of Lot 26 and Lot 27 J.H, Batts Division
Town of Surf City, Pender County, North Carolina
Surveyed BY: DMP Sheet,
Drawn By, DMP V — 1 of 1
Scale. 1'=40' Wetlands Delineation Party Chief:
Date; 05/07/05 Project No.:
Rev. 07/02/05 07/18/05 03/18/06 1 Diamond Point W/L.dw
Danny Marc Padgett, RCS
iP❑ Box 1.30
Sneads Ferry, North Carolina 28460 Tele, [phone]