86-11 Oversized Plans

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N37'15'03"E 798.34'
220.57'
Cn 20' INGRESS/EGRESS
EASEMENT
m CONVENTIONAL TYPE OPEN SPACE - 1
N SEPTIC DRAINFIELD
AREA
(4.00 AC. TOTAL
PRIMARY + RESERVE
AREAS)
(EXCLUDED FROM OPEN
. SPACE CALCULATIONS)
N
CEMETERY TO BE SANITARY SEWER PUMP
180.38' PRESERVED / STATION
RESTORED RELOCATED
N38'29'55"E FARMHOUSE
00
co �
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p
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O / / O
Q
Z / / O
Q� o / O
n/ N / OPEN SPACE - 1
L.L N38'29'55"E /
180.16'
U
woo' I -
10' x 70' SIGHT
/ TRIANGLE
., ..
I
I
COMMERCIAL PARCEL - C� OPEN SPACE - 1
aaa 1
J
10' x 70' SIGHT
TRIANGLE
NICHOLSON'S POINT (60' R/W)
-- 50.00'
COMMERCIAL PARCEL - B
o �
1-D
Ri
A
m W
5-P
w
OPEN SPACE - 2
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(PASSIVE)
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N
N
113-D
N37'58'44"E 679.37'
NOW OR FORMERLY
EDGAR O'NEAL, JR.
D.B. 73, PG. 537
SITE
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2
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55-D \ V'
BARC
54-SF
30' HOLLIES BUFFER
LjM_
VICINITY MAP
53-P \ NCW OR ORMERLY
��✓ 52-P 77-P 30' HOLLIES BUFFER ELIZABETH BALLANCE APPROX. 1"= 1 MILE
LOTS & 5
51—P
"2 N40'31'47"E 1823.79' t
, 15 CSE /
50-SF—�`
N34'50'10"E 300.17'
47-D 9y OPEN SPACE 6 Stablh Access � zed Ac ss Road � �
F Ij/ 41
41 41 a
45-P e
78-P \i y
F 1 � 41 /
\ / 85-SF 86-P -P 88-P 89-SF
87 100-SF (AA) 101-SF (AA)
/ 48-D \�' "'. % 84-SF 90-SF v�
83-P Transition f rn _�
/ \ \ CAMA WETLANDS
/ PROPOSED 475 LF
a j P55' R/1hi � ✓ 82-P + 41 4 IER WITH COVERED
GAZEBO
43-D \ 49-P / 80-P g-P 99-SF (AA) 102-SF (AA) P��
a / /� 1.0
N
-p� l / 81-P pF J `y 67-SF T ?"-E tE CAMA wETLxNDS -/ �' PROPOSED 413 LF PIER
\ ¢\ , �€ WITH H COVERED GAZEBO
42-P - �zl-r6 o9-ir / ��-i✓ \ : .
�'
38-P �pQ���� \ 98-SF (AA) 103-SF (AA) / / 1.5'
58-D yo 0 x
_ �
39-P d'O � � � PROPOSED 261 LF PIER
40-P VJ���$� 57-P \��� 93-P F' WITH COVERED GAZEBO
pEz / v /_.
41-P ��pF - /59-P-P ;0 - TE s 97-SF W 104-SF (AA) A.o
� PRIVATE ALLEY � � e
56 P / 76 D ( ) s \ >
mm
x•'
71-D 94-P m e PROPOSED 186 LF PIER
WITH COVERED GAZEBO
60- P o
16-P G Q����p / 66-P // -. 0 105-SF (AA) / 0
96-SF (AA) / PROPOSED
17-P �P 31-D � / // - 95-P 126 LF PIER
<<-9 65-P 61-SF (AA) 75-P OPEN SPACE - 4
WITH COVERED GAZEBO
30-P / Zap / 74-P 73-P '2-SF
29-P // tic / / 62-P
28-P / so 63-P /
6-D y6 ��9 / 32-P 64-P
G
2—SF (AA) �2 PFO� 19—D p / REMOVE COINJOCK g F
CO.p�� / AY VI=PROPOSED CONC &SHELL
43•�)WALKWAY (211 LF X 6 ft wide) r ,
27-P ��F / 37-P / 33-P - / /� �f
O
2/200% NORMAL WATER LEVEL
0. m
3-SF AA
( ) 23-P \ 20-P 'A� / / 34-P � TAD ALIGNMENT ,
O
35-P 0 (IA WETLANDS
25-P /
36-P 1.` REMov>
3 XISTING HOUSE'
24—P V��`vQ 0 BE RELOCATEDEXISTIN 4. + 'j
4 WETLANDS
gP �' ,.: • ,• `. ,, . , � y 'a� .►. y � � �
110-SF 23-P 22-P 21-P G� HousE m
i�. 41
G41 41.V �o
109—SF 106—P
SPOIL
COINJOCK BAY VIEW (43 R/W) DISPOSAL 1
112—P 111—P AREA
V)8—SF Total Area Shhe8ll "�
Limits of Shell Midde 4615.4 \ / / 'EX BOAT HOUSE
Midden Impact Ft. \�/ / TO ,BE REM01�D' "
in cte� Area Shell 3C' CAMA�FFER LEGEND.
�_...,. I��dSq Ft. � EX. C NURETE � LKWA�
/ _ f 75 A C TO B REMov J , 1 % m— U.S. ARMY CORP. OF ENGINEERS
107-SF (AA) m m
EXISTING HOUSE a NORMAL WATER LEVEL JURISDICTIONAL WETLANDS SAW-2007-22-127
� ������ 30' CAMA BUFFER u y
75' AEC i PROPOSED RIP RAP - • — • — • — - CAMA WETLANDS FLAGGED AS DELINEATED
�.�I
30' SHORELINE BUFFER —� .. ®• y DECEMBER 2009, CONFIRMED 2/6/10 BY DCM
30' CAMA BUFFER
30 c>� �� �� PROPOSED GRAVEL AREAS
NORMAL WATER LEVEL 30' ER
vNi 134.2 --a BUFFER '` •4 WEII:.,ANDS �A.
— .5 ATA HAS BEEN 3T}Ni `E W �� �' � w
Z 48,4241"W S42 23'01 "W 26 >>. 52n 48 3 1 W PROPOSED GONG, & £ _J
4G S> 4e —'`' PROPOSED RIPRAP FOR SHORELINE RECOVERED SHELL. WALKWAY
C,71• 1' r - \ .c i-WE--AND PRO�IEC-nON 329 LF '74- f M
'�8+ "� •1. X c feet avercge wietn) .y
EXISTING BULKHEAD + N-.
PROPOSED DRIVE STABILIZED
ti' + W/ GEOWEBB
+ ;01 \,
rL� 250'
EXISTING PIER ' 11 �9
+ +
(2) EXISTING BENCH +
(3'x 8') *' Ib CO I N J O C K BAY
+ +
Rt
SHEET:
EXISTING BOAT HOUSE (27'x 27') + +
CAMA MAJOR APPLICATION °F 2
WITH BOAT LIFT (25'x 14')
PROJECT OVERVIEW
R/W C/L R/W NICHOLSONS POINT;6 --
EDGED
cRgo I SIDEWALK I SIDEWALK I
F I OE
1/2":1' ":1' I 1/4":1' 1'21GRP
1/4 1' ' MAPLE, NORTH CAROLINA _
GRPOE { � GR�OF
SCALE: DRAWN: APPROVED: CADD FILE: 08-083 I
5' � — 6' � 14' 14' 6' 5 _
1"= TOO• KPO GHW CURRENT REVISION: �OAST—AL rJ1h;ti,hGEf�1E(�T
28' — Ei_IzkaE T H CITY
50' — PROJECT NO: DATE: REVISION
08-083 2/17/10 DATES
TYPICAL ROAD SECTION
(50' RIGHT OF WAY) ENVIRONMENTAL PROFESSIONALS, INC,
NTS
Planning for a Better Environment
1404 N. Virginia Dare Trail
P.O. BOX 3368 — KILL DEVIL HILLS, NC 27948
PHONE [phone] FAX [phone]
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GP'

~�
~PROPOSED
no
NWL
FILL TO
—3.0 FTNWL �
SECTION D-D
POND AREA TO BE FILLED to —IU FEET NWL
PER PREVIOUS CAMA MAJOR PERMIT CONDITIONS
AREA TO BE DREDGED TO —3.0 FEET NWL
2/2/2007
404 WETLANDS
3' MINIMUM ABOVE GRADE
WHERE CROSSING ANY WETLANDS
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SUBSTRATE