14-19 Minor Mod Oversized Plans

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DELMA JAY 8. ROSA MORRIS F
PIN: 537502975116000
DG 1 471 , PG 177 .•
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STREET SIGN STATING v _ F •-••- �• 6°•°°'� 37.°° e 11 'J
„SHORE FRONT DR. „ / �--.• `•���\ ���� 4 3j• 12 Q
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INFILTRATION
BASIN #2
SHEET iNnFY
01
- OVERALL
SITE PLAN
02
- EXISTING
CONDITIONS PLAN
03
- SITE
&
I- ANDSCAPE PLAN
04.1
- EROSION
CONTROL PLAN PH-2
04.2
- EROSION
CONTROL PLAN PH-2
05
- GRADING
AND DRAINAGE PLAN
06
- BMP
DE I
� I L S
07
- BMP
DELINEATION
7.0
DATA y �' �\ w o
° m �e o e g>" oo / Q SITE o % , ` 39 0 J 6.45 / �, •�• .�. m
0" " 4O o 71
•6, 0:-
TRACT AREAS
TOTAL TRACT AREA = 12.04 AC
404 WETLAND AREA 3.541 AC
y
COASTAL WETLAND AREA - 0.83 AC
11.21
o
PROJECT AREA - 488.481.84 SF - AC
AREA WITHIN 75' AEC - 2.802 AC
AREA WITHIN 30' CAMA SETBACK - 1.137 AC
/
FLOOD ZONE
PORTION OF LOTS ARE IN A FLOOD ZONE AE ELEV=9.0'
F.I.R.M NUMBER 3720534600K WITH AN EFFECTIVE
I I rq
DATE OF NOVEMBER 3RD, 2005.
I
I i
I 14" I
COUNTY ZONING
j
I 11
PROPERTY IS CLASSIFIED AS "UNZONED" IN CARTERET COUNTY
I
� 1 /
I "
PROPOSED IMPACTS
1
1 I ,v
DEVELOPMENT WITHIN 75' AEC:
1 m - Ir
PROPOSED AREA = 0.ACI
PROPOSED IMPERVIOUS08 0.024 AC (LOTS 31-35 FOR RV'S d PORCHES)
fI
I
�•,..i w 4€
DEVELOPMENT WITHIN 30' CAMA SETBACK:
f>
PROPOSED AREA = 063 AC (GRADING. BULKHEAD AND 6' WIDE BOARDWALKS)
THERE ARE NO PROPOSED IMPERVIOUS AREAS
i .•-- "- I� 3 '
PROPOSED 404 WETLANDS IMPACT:
I lb M I
PROPOSED AREA = 0.112 AC (FIRE APPARATUS ROAD 8 RETAINING WALLS)
THERE ARE NO PROPOSED IMPERVIOUS AREAS. FIRE APPARATUS ROAD SHALL BE CONSTRUCTED
,-- - -.1 /•'
WITH WASHED tt57 STONE AND IS CONSIDERED PERVIOUS.
COASTAL WETLAND IMPACT:
PROPOSED AREA = 0.006 AC (WATER DEPENDENT ACCESS. 6WIDE DOCK d KAYAK LAUNCH RAMP)
�. ►-- -•► `' �I
THERE ARE NO PROPOSED IMPERVIOUS AREAS.
THERE IS NO PROPOSED EXCAVATION OF FILL.
1
'r 1
PERMITTED LAND DISTURBANCE UNDER PERMIT #: CARTE-2019-04 MOD = 6.98 AC
�
PROPOSED 2ND PERMIT MODIFICATION LAND DISTURBANCE = 0.22 AC
••- _ _ _
TOTAL LAND DISTURBANCE = 7.20 AC
00nonce'n , nw nCtuCITV 4ZTf1RMWATFR PERMIT
F TRAT
PROJECT AREA = 488,481.84 SF = 11.21 AC
PROPOSED IMPERVIOUS:
TM SF MA VHEM LUI
300 SF MAX PORCH PER LOT
64 SF MAX ACCESSORY BUILDING PER LOT
764 SF MAX PER LOT FOR 56 RV LOTS = 42.784.00 SF = 0.982 AC
PROPOSED 20 WIDE ASPHALT DRIVE = 18.929.41 SF = 0.434 AC
PROPOSED 18' WIDE ASPHALT DRIVE = 13.553.05 SF = 0.311 AC
F
PROPOSED HIS/HERS RESTROOM = 150 S = 0.003 AC
TOTAL PROPOSED IMPERVIOUS AREAS = 75.416.46 F = 1.731 AC
TOTAL PERCENT IMPERVIOUS = 15.44%
NOTE: FIRE APPARATUS ROAD AND PARKING SHALL BE WASHED #57 STONE:
PARKING PER RV LOT SHALL BE WASHED #57 STONE.
THERE ARE NO MINIMUM BUILDING LINES. A 10' LANDSCAPE BUFFER IS
REOUIRED ALONG THE EASTERN PROPERTY BOUNDARY.
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IN IL ION
BASIN #1
N/F
DELMA JAY 8. ROSA MORRIS
PIN: 537502975116000
DIG 1471. PG 177
96
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N/F
FIRST & LAST CHILD, LLC
PIN:535702871120000
DB 961, PG 60
S13°02'42
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SITE
WHITE OAK RIVER
OIV
VICINITY MAP (NTS)
\S 8
COASTAL WETLANDS
WASHED "57 STONE
R'
1 p4R1''.,
4N OFF `
SE T
EX. CONCRETE RAMP SHALL BE
CONVERTED TO A KAYAK LAUNCH •-.-
'd•
b01 9 .� 0 26 , .. � .V.=` T i .�$ .:,�..r8 L .. •`•'`•'•r
°rM° n •,.�:�` , ' ,, 3 / j MARINA (56 SLIPS)
e`_ 37.°° •/= •, ' it SEE MARINA PLAN FOR DETAILS
- - - >r =` i
.<
EXTENT OF CDASTAtt„ °••-i '
` - _- T -= •�-_ -__ _ \� 5°5 ._.._.._SqH ly
._ - �y WETLANDS L INE
er l '700,
:
•a
_:1 "�
+ _, .' „ , a= -, 4
c,
2q•---,- i 04 WE NDS
2
r ° ;LA %.
6 . r /: = COASTAL
- / L h
1-
N/F 7 �. - `..= �` =� p , �� � �`/ � WETLANDS
FIRST & LA S T C H ILD, LLC _ . ♦' ' . /
PIN:535702871120000
lk
•97.
4j $ 4 0" 7 19 v vv�. �
h \\
43 g ° �z•g5 `,'�, O �
�� ��lill ill �lll l lllll� ll l / l i�44 H I S/HERS /� - O W cn
RESTROOM 2 Q Q
iX 1 Q i
1 5 Q
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.00�
0
SPES
4'` EXT;ENT,. -OF;- 40.4
//// //// j//// �lll 1l/ll 47 s o�. ,`f o •....�% 4q, '", I A
/ Q / / o •s + ,: f WE.,TL NQS LINE � .
0 32.:..
�Q ll/l I j l ll 111 l l !l ly/ l l lI// & o0 36' a,,s t t_....� �` ��`��>� � `: v' ':F;
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i \ 35 yo TRANSITION FROM 24 WIy,,.,< : :z ��, c
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i 3 ROAD TO 18 I DE ROAD t _ >
3yy
\ 3,•00 3.0p POO WEST, OF I NTEirtSECT I ON :.
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20' R/W & 20 ,
ASPHALT DR I ark
(TYP) ;
STREET SIGN STATING \ �`
INSET "SHORE FRONT DR." ��
SCALE: 1 "=60' EX. EOP­"�
SHEET # 1 OF 7
PROJECT #:PM1258-2
DESIGN FILE #:Construction Drowings.dgn
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S14@-7:$��• �, �,` COASTAL WETLANDS \.
"\
071, - \
F
NORMAL HIGH WATER -
I
30' CAMA BUFFER 4 >
°\
y
50' SAHQW BUFFER 100' SAHQW BUFFER 362.�n o 'n \ �'
RV LOT
AREA TABLE (MIN. ALLOWABLE =
2,000 SF)
RV LOT
# RV LOT
RV LOT #
RV LOT
AREA (SF)
AREA( SF)
1
2404.88
29
2998.89
2
2405.00
30
2405.72
3
2405.00
31
2512.86
4
2405.00
32
2507.40
5
2405.00
33
2427.27
6
2405.00
34
2634.11
7
2405.00
35
3129.51
8
2405.11
36
4062.40
9
2405.05
37
2842.20
10
2405.11
38
2405.00
11
2405.00
39
2405.00
12
2405.00
40
2405.00
13
2404.98
41
2405.00
14
2405.00
42
2405.00
15
2405.00
43
2405.00
16
2405.00
44
3534.26
17
2455.37
45
3306.98
18
2989.90
46
2275.00
19
4156.15
47
2275.00
20
3524.46
48
2275.00
21
2405.00
49
2275.00
22
2405.00
50
2236.35
23
2405.00
51
2786.23
24
2405.00
52
2275.00
25
3723.59
53
2275.00
26
3410.80
54
2275.00
27
2405.72
55
2275.00
28
2405.72
56
2606.58
.0 30 0 •0 •
1 1 1 1 1%/%/%////%/I I I I I "///%/%
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NOTES: •�'�Fr
1. BOUNDARY SURVEY AND 404 WETLANDS TAKEN FROM MAP PREPARED
BY JOHN L. PIERCE & ASSOCIATES P.A. LOCATED
IN JACKSONVILLE. NC
2. TOPOGRAPHIC, NORMAL HIGH WATER LINE AND COASTAL MARSH
SURVEYED BY STROUD ENGINEERING, P.A. OF MOREHEAD
CITY. NC.
3. WATER TO BE PROVIDED BY PRIVATE UTILITY AND SEPTIC SHALL
BE ON -SITE AS APPROVED BY THE CARTERET COUNTY HEALTH DEPT.
4. ELECTRIC TO BE PROVIDED BY CRAVEN ELECTRIC.
5. NO MARINAS OR DRYSTACKS EXIST WITHIN 1000 FEET OF
PROPOSED PROJECT.
6. NO PARKING - FIRE LANE SIGNS TO BE INSTALLED PER
THE REQUIREMENTS OF THE NORTH CAROLINA FIRE
PREVENTION CODE.
7. ANY PROPOSED SIGN TO BE DESIGNED PER THE REQUIRMENTS
OF THE CARTERET COUNTY ORDINANCE.
8. USES FOR BUILDINGS AS SHOWN OR AS OTHER PERMITTED USES
WITHIN ZONE
9. RV'S WITHIN SFHA FLOOD ZONE AE9 SHALL ADHERE TO THE
FOLLOWING:
A) OCCUPANCY IS LIMITED TO FEWER THAN 180 CONSECUTIVE DA'S.
B) RV MUST BE FULLY LICENSED AND READY FOR HIGHWAY USE.
C) RV MAY ONLY BE CONNECTED TO SITE UTILITIES USING A
QUICK DISCONNECT TYPE APPARATUS.
D) NO PERMANENT ATTACHMENTS ARE ALLOWED.
10. DUMPSTER AND GARBAGE RECEPTACLES EXIST ON ADJACENT WHITE
OAK SHORES RV PARK AND SHALL BE USED BY THE PROPOSED 56 RV LOTS.
11. SHOWER, LAUNDRY AND OTHER AMENITIES EXIST ON ADJACENT
WHITE OAK SHORES RV PARK SHALL BE SHARED WITH THE PROPOSED 56 RV LOTS.
75' AEC
Ilk -
SEAL. "
037378 =
G jY(l r
SECTION A -A
SEE SHEET 9
N/F: HAROLD R. COMER, ETAL
PIN: 535702953841000
DB 1474, PG 74
OVERALL SITE PLAN
JUN 2 0 2019
CIA-MHID CITY
REVISIONS:
Na
BY
DATE
DESCRIPTION
1
CMC
11129118
MARINA REV. PER DMF
2
CMC
1122119
MARINA REV. PER DMF
3
CMC
2110119
COUNTY COMMENTS
4
1 CMC
14111119
1 CCHD SUBMITTAL
5
1 CMC
1614119
1 CAMA MOD
SHOIR� F 11 RO N T 11 A Rl' ['<
".
RV PARK 8. MARINA
WHITE OAK TWSP., CARTERET COUNTY, NORTH CAROLINA
CLIENT:HAROLD COMER, ROBIN COMER & DESIGNED:
DONNA COMER CM
ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN:
STELLA. NC 29582 CM
PHONE: [phone] CHECKED:
'-M
°][°]HIIE (CUlL]LIP HER GII�,OUP, P.A. APPROVED
ENGINEERING & SURVEYING SERE'ICES CMC
151A HIGHWAY 24 DATE:
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO.C-4482 06/04/19
SCALE:
CHARLES M.CULLIPHER, P.E. 1 "=60'

w
0
Z
w
PROPOSED LIMITS w
OF DISTURBANCE
Z
96
r r y/ ♦'N / F
,� �c
1 k• I F� �� °` � � DELMA JAY & ROSA MORR I S O
PIN • 5375029751 16000
F / _ �• DG 1471 PG 177 Q
°. /
xe
.; Fu
Cj V
O�'00 PROPOSED LIMITS
��� y soe�TS1 ��5 " ;P �� �° a�a t ��'%� OF DISTURBANCE
70
"it' 11
y 0 1 v N
w �~_ �a0 ;8 f /
4
'l• PROPOSED 4 WETLANDS
IMPACT AREA 0.106 AC
�� �y• r
4 ♦ � ,�. .! as % ,' ° � !
�• s
"5•. \ �,v,�� �
M to \ .•. a � ate`. d" »' ' �/ r �4
-99
4," ... ,... ,k,�
1 m
' t / r�
$g ♦ PROPOSE
75`AE/C� IMPACT / ' r e Il!r 1 r �.� a > Q
BAR A j� V. 32§, Ali°)i j3,: ,.,i. •/
' s
g s a g 3
I � +� � 7 x'' as � r t� � '{� € , t � `� �°an F � �I I � ,�� .. r 1 f '`:., '�' `'.�p Y� .�' i' . "° /� •i
PROPOSED LIMITS i ! r r if i , - t r r �• v>, %
OF DISTURBANCE�_ m� ma..�� ! r- .`
3 r.
s a��
' ` ai ! }f !r ri >' Y 3 F ' ! '� ' r 3 41
L ° f P t F t.
NEW LIMITS OF DISTURBANCE 4
PERMIT CARTE-2019 04 MOD i>�
6.98 A
ALLOWS C DISTURBANCE r `�- D*7
NEW LIMITS OF DISTURBANCE /•''" r ' ° m �� ,'° /{' ri �" L ��kL !,
TOTALS 7,20 AC I f I 4 �> l 1
`�/'/0
I C
II C `.2 a I I� °� l♦ a„ ...
' _..•--- _.i rt ! 1`O' �: # �� l iw"."a`. . A`` ,.....,..:.>. M:....,.,.-.........n...,......,... t $. r fit' %;f` .yI 'T '�,' ' =' ~'f�4 P,0SED: 75.E AEC IMPACT
T
. r r C
Q i
`----_--�,
411
7 i
u, � i may" •., fitT T OF,
a4 ' /13
"
" PROPOSED 75 AEC IMPACT. r..,
>
i _
,, * �� � � ��.,,, ' .� `.,,•i AREA 0` 004 AC p ` dye` � ,t, F.�,.,' pQ-
9.
u.
O � 4
"
1 x ` .., ' • U -emu — - 1 ..-...... 7 d i.` 1°
' m_ �.` is <'
ANpW /`! = • jai A
'1. OE COS L
WTI..QNIS
.e,�, E< ,: � .y "r'� `t•oY"" '' � s:.F" `1'` o.' ��� -`� « ,° �:
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FIRST � � i
S CHILD. LLC -�-- ;_ �,IX_,F I /
p
IN:5357028711
20000
523° -
x F
s.a
071, -OASTAL WETLANDS
NORMAL HIGH WATER
v
p,
30' CAMA BUFFER
50' SAHOW BUFFER
100' SAHQW BUFFER St362.20 �,";
75' AEC g 52'OT..f P
.0 0
T
v�
2
ti
v�Q ys�
ITE
WHITE OAK RIVER
VICINITY MAP (NTS)
PROPOSED 30' CAMA BUFFER
IMPACT AREA = 0.063 AC
S13002'42
PROPOSED COASTAL WETLAND
DING IMPACT AREA#1 = 0.002 AC
l�
R jpgRl�
41V
0�
FF
-EX. CONCRETE RAMP SHALL BE
CONVERTED TO A KAYAK LAUNCH
'e.
236 LF EXISTING RIP RAP `
SHORELINE STABILIZATION
PROPOSED COASTAL WETLAND
SHADING IMPACT AREA#2 = 0.004 AC
NOTES:
1. THERE ARE NO PROPOSED IMPERVIOUS AREAS ASSOCI-TES `
LEGEND
' 404 WETLANDS
COASTAL WETLANDS
,I
®--C°5-----EXISTING CONTOURS
EXISTING LIMITS
OF DISTURBANCE
L D— PROPOSED LIMITS
OF DISTURBANCE
PROPOSED WETLAND, BUFFER,
AEC IMPACTS & SHADING.
SEE COLORED EXHIBIT IN
APPLICATION PACKAGE.
WITH THE PROPOSED IMPACTS TO THE 404 WETLANDS,' J REVISIONS:
30' CAMA BUFFER OR COASTAL WETLANDS.
2. ALL GRADING WITHIN THE 30' CAMA BUFFER SHALL �VEm Na BY DATE DESCRIPTION
CREATE SHEETFLOW OF RUNOFF AWAY FROM WHITE OAr
RIVER AND TOWARD EXISTING WETLANDS.
3. THERE IS NO PROPOSED EXCAVATION OR FILL WITHIN
COASTAL WETLANDS. ONLY SHADING IMPACTS PROPOSED
BY 6.0' WIDE BOARDWALKS FOR ACCESS TO MARINA
AND KAYAK LAUNCH.
4. PROPOSED 404 WETLAND IMPACTS ARE FOR THE INSTaLLATION
OF A FIRE APPARATUS ACCESS ROAD AND T-HEAD TUI,N
AROUND AS REQUIRED BY NC FIRE CODE FOR MARINA.
5. FIRE ACCESS ROAD TO BE CONSTRUCTED WITH 8" OF --'WASHED
#57 STONE ON TOP OF CLEAN SAND AND GEOFABRIC AND
IS CONSIDERED PERVIOUS PER STATE STORMWATER REGULATIONS,
RE�E.
N/F : HAROL D R . COMER, E*�L2 ®20
PIN: 535702953841000
D B 1474, PG 74 M-M H D CIT
I
CMC
11129118
MARINA REV, PER DMF
2
CMC
I/22/l9
MARINA REV. PER DMF
3
CMC
2110119
COUNTY COMMENTS
4
CMC
CCHD SuBmITTAL
5
CMC
6/4/19
CAMA MOD
EXISTING CONDITIONS AND WTLANDS IMPACT PLAN
SHO
�11.i -1 FllDf-%NT PARIX11K.
RV PARK & MARINA
WHITE OAK TWSP., CARTERET COUNTY, NORTH CAROLINA
CLIENT:HAROLD COMER, ROBIN COMER 8, DESIGNED:
DONNA COMER C
ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN:
STELLA, NC 29582 C
PHONE: [phone] CHECKED:
SHEET # 2 OF 7
PROJECT #:PM1258-�2
DESIGN FILE #:Construction Dr®wings.dgn
SEAL'„
037378
Ntt��`\`�
ENGINEERING & SURVEYING SERVI61,;
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO.C-4482
CHARLES M. CULLIPHER, F.E.
(«
ROVED:
CMC
DATE:
06/04 / 19
SCALE:
1 11
=6

10' LANDSCAPE BUFFER
N/F
DELMA JAY & ROSA MORRIS
PIN: 537502975116000 ED
DG14719 PG 77
Uj
TYPICAL RV LOCATION 3:
S1702 '3-@"E 296 9 0
7-1
5.1
U) < <
E] REPA+R AREA A ...... 'K.71- - - . - 1 .4 . 11 11 0021 1., cf)
REP r AREA I I—— IN 52 .99 10-
L
�=E� f
0 LL_ 11 El- El El
0
0
0 LJ
Ln 9
111 C) C
to ID Ln Ln Ln
V
Lo
Lo 17
a) 10' LANDSCAPE BUFFER
-V 'Y
L -;Y
-V j
4�
a nig
1. UU 37.00 37.00 37.00 37.00 0 0 6 1 -V
37.00 37.00
-------------------------- 252.80 6.46 37.00 15 PARK I,N
37.00 37.00 37.00 37.00 37.00 37.00 37.00 3 F',,j I
- - - - - - - - - - - - - - - - - - - - - - - - - 145.00 Y A, E N
-2 CLL - &!�ffh;A
- 7; T6-;-�-7 7E - - - - - - - - - - - - - - - - - - - - �j--DR I VE ------ 191.45 71-61 1 G (;T Y
S17*26'37"E N
S17-25'58"E CENTERED IN 20 R/W (TYP) S I i725 7 3 j�t V!
50.00 21.19 37.00 37.00
0
1�' 37.00 37.00 37.00 37.00 58 86
.7
57 rnlm -4 7
�17
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I to
....................
6rK
9 ",iv
F11 F-F] F-1
.69
817
�y
1z Cc?/
S08 0 29 0?
07 'E In F-11 3 �4 4 H I S/HER "y y
o I T v 7i:r CENTERED R; Lf) 0 0
20' ASPHALT DRIVE CENTEREn 0 0 0 RESTROOM �y 014,
IN 20ACCESS EASEMENT
EX. FENCE
16.,30
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.10
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ry
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(01 .52 0
CID
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U "Y
"1 11
V) "v
1 1 Uj "y
0 WASHED #5 7 STONE
A Cq; -A a_ a. a_
Ld w PARK I NG LOT (20 SPACES y
Ld v
6 (0 RDRO$E`D�ft RE f N'm -V
X ►
U♦ 'y I E
488" WALL L 8'' �S i
"y -V
<
ASPHALT a.
�y �y �y
-v Ln 7
'0 1
@31 I I I I w
z z 4 �y -V
0 0
-V
o 1 , 'y PROP
................ c')
Uj A, y OSb 283 "LF
V WETLANDS -�y b 0 L k A E A
I zo i ii * I -y 4 64
-11 "y �;y 1 "y . "/ q, '' %,, , " -,y
to -1/ -4 /,q
0� 2
In It-11, @2 �y
E'k I T E'D an A
A/
3 3, 4 Ln 4 4 9 4 MAX: 20'xl 0'
LID LO LID Lo U0 �R I N1 NG
LIP �AQPOSE-D R E7 A
...... ...... 10
WALL I(_ P Y,,,,`1/ 0 T H E, R S ),A/
--y
LJ Li
Ln CP
CP 37.00♦ 11 31.00 1 37.Oo 37.00 1 1 35.86 Q�
I 37.00 Q
4 32.44
L
I "E
CURVE
DATA A
-
CHORD BEARING
= N56*24'42"E
CHORD
BEARING =
S84005'33"E
8,32­4 Col.
Z�'
"
CHORD LENGTH
= 53.65
CHORD
LENGTH =
7.91
C�
RADIUS
0
= 38.00
RADIUS
=
11
38.00
LENGTH
= 59.57
LENGTH
=
7.93
CHORD BEARING
= S84*15'43"E
CHORD
BEARING =
S89*14'28"E
CHORD LENGTH
= 7.39
CHORD
LENGTH =
14.66
66.35
RADIUS
0
= 38.00
RADIUS
=
12
38.00
b
LENGTH
= 7.41
LENGTH
=
14.76
4
A
Ul
rn
CHORD BEARING
= S34043'01"E
CHORD
BEARING
N84*30'46"E
A
0
1, 4,
A -A
ry
Uj
LL
LL
n
00
ce)
'7
V
A, 4 -//
­v
, f �y
'7 'y
-v �y �y
4
�y
24 17
�y
/y --y y -V
4 --v
-v 1 11
-Ij "T
CHORD LENGTH CHORD LENGTH 6.46 6 -v <J -4
98.43
18' ASPHALT DRIVE
RADIUS 193.31
RADIUS 60-00 38.00 C-CWTE R-E 0 - r W -2T - R7 w - C TYP
I L>
LENGTH 115.42 LENGTH 6.47 :>Y Y
cc 37.00 46-12 3 7'
Y 9
37.00 OC) 9.05
CHORD BEARING = S25*09'46"W
�n 25
CHORD LENGTH = 9.98 0
RADIUS = 60.00
LENGTH 9.99
CHORD BEARING = S60*03 06"W 22 2
L
CHORD LENGTH 38-14
RADIUS 6 = 38.00 lJ.
LENGTH 39.95 lcn
0
0 rn
CHORD BEARING = N43058'10"W N .1 1
CHORD LENGTH 54.54 ii" IN. 37.00 46.12 37.00 1 37.00 78.05
U
41.90 35.00 35.00 35.00 35.00 16.84
00 El .11- El
El
5 5 0 C5�) 0 5 09 9
Ln U; In LO
ID LID 5 to
7 15.001 35.00 135.00 35.00 35.00 38.31 29
"'DELINEATro''w" V
4
V 'iat v
v
:%y
�Y v
�y 4
I f
--v -..-SAHOW 100, /IV
i,iI SETBACK- 41
'q
4
A
­711
RADIUS -7\ y fl 38-00 -V N.
Y LENGTH = 60.83 0)�ST LW •Y
CHORD BEARING = N14038'46"W 7
-A/ 4
�y "y
ETLA
J�
CHORD LENGTH 74.00 �y
RADIUS 130-00
7171'
.-r'7
V -v
LENGTH 75-04 ......
ZZ'77� v �7ttt
ii v V
0
q Ln
CHORD BEARING N15030'34"W -7
20.53 CHORD LENGTH
38-00
";;W "y V RADIUS �D v
0 1
-V N
4
20.79
LENGTH 9 "Y C;
0
4
S82029'56"E
­v 7
CHORD BEARING N/F
4
362
A '72; A Q 'Y 171 yo
CHORD LENGTH 9.75 FIRST & LAST CHILD, LLC 91 20
-v �y
RADIUS 38.00 PIN:535702871120000 V 'y S19052' 07"E
LENGTH 9.78 DB 961, PIG 60 S16015/07/1E -- S23029'07E 14027"07"E
65.0
MINIMUM
-R-v-fiRrT-
LOT AREA
2,405
SF
400
SF
COVERED
PORCH =
300
SF
ASSESSORY BUILDING =
64
SF
TYPICAL
IMPERVIOUS =
764
SF
AREA PER
LOT
TIRE STRIPS SHALL BE WASHED #57 STONE
ON GEOTEXTILE FABRIC (SEE DETAIL)
TYPICAL LOT
1 -',12'#SF9.
6"CABC
EXIST11
SUBGRA[
BU ILD I NGASSESSORY TYPICAL ASPHALT PAVING_
SCALE: NOT TO SCALE
LANDSCAPE REQUIREMENTS
WASHED
STONE
MIN 8" DEPTH FOR
FIRE APPARATUS
ROAD
GEOTEXTILE FABRIC
LINING ON BOTTOM
EXISTING--` AND SIDES
SUBGRADE
TYPICAL #57 STONE SECTION
SCALE: NOT TO SCALE
ONE 10' WIDE LANDSCAPE BUFFER IS REQUIRED ON THE EASTERN BOUNDARY.
BUFFER SHALL HAVE TWO OFFSET ROWS OF EVERGREEN SHRUBS SPACED AT
4.0' FROM TRUNK TO TRUNK WITH A SEPARATE ROW OF LOW LYING SHRUBS
IN BETWEEN THE GAPS OF EVERGREEN SHRUBS.
NHW IS THE SHORELINE OF PROPERTY
SHORELINE = 1.795-63LF
LEGEND
404 WETLANDS
COASTAL WETLANDS
EVERGREEN SHRUB
UNDERLYING SHRUB
'FIRE LANE NO PARKING' SIGNS
WASHED 257STONE
N/F: HAROLD R. COMER, ETAL
PIN: 535702953841000
DB 1474, PIG 74
SITE AND LANDSCAPE PLAN
511
,SUN 2 0 2019
DCM-MHD CITY
REVISIONS:
Na.
BY
DATE
DESCRIPTION
I
CHIC
11129118
MARINA REV. PER DMF
2
CMC
1122119
MARINA REV PER DMF
3
CMC
240119
COUNTY COMMENTS
4
CMC
9
CCHD SUBMITTAL
5
CMC
CAMA MOD
IS H[®If$1 , IFIR10)INT IPA, IRK
RV PARK & MARINA
-WHITE OAK TWSP., CARTERET COUNTY, NORTH CAROLINA
CLIENT: HAROLD COMER, ROBIN COMER & DESIGNED.;
DONNA COMER CMC
ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN:
STELLA, NC 29582 CMC
PHONE: [phone] ICHECKED'*---
SHEET # 3 OF 7
PROJECT #:PM1258-2
DESIGN FILE #:Construction Drowings.dgn
40 20 0 40 80
1 1 i
WW= I I 6WAMWIN"
I I I I I I %//%%%%//, I I I I I [Wdmmmwjm
SCALE:1"=40'
SEAL
037378
A_
�rYl/�
ENGINEERING � SURVEYING _SERVICES
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO.C-4482
CHARLES M. CULLIPHER, P.E.
APPROVED:
DATE:
06/04/19
SCALE:
1 It =6 0,

EROSION CONTROL PHASE 2 REQUESTED PERMIT
PROPOSED LAND
DISTURBANCE =
0.22
ACI
ALL nFNIInFn AREA;
SHAI I RF STAR f I
1 7Ff1
wl TN f N
IypRr N/F MOD I F I CATION OF PERMIT #: CARTE-2019-04 MOD 7 DAYS OF BEING BROUGHT TO ROUGH FINAL GRADE v
N DELMA JAY & ROSA MORRIS THIS PLAN REPRESENTS PROPOSED AREAS TO
PIN: 537502975116000 BE GRADED FOR INSTALLATION OF BMP' S m
EXISTING LIMITS OF DG 1471, PG 177 U_
DISTURBANCE (TYP) U LL.
PROPOSED INLET
m
-40 S \ \ \\ \ g \ �_� 1r7°,25,J B,�E t PROTECTIQN (TYP1 %/ ! U C� Q
IL. Ld
! r f / I 2
t I 1
v v v rsa ) I t t 1 t N 3° 02 4 4 n f d / LIMITS OF°I STLlRBANGE vv Q ti ((� V
r� v �'�o �, `v °, �, t5.o �--� 1 ( W �j2 99 d' AND SILT F NCEr ( TYP) ; v i�� _ ,
,- . y 14.5 t � 1 t!�t � 1
tt I' e LL /' '" A d f J Ln! f�
/ > r { 1 ✓ ,` , \ `` \ � \ t4.0 I � r 1 r t r l f t 1 � t f `\ \
.h
I t y f
/ 1 1 � �i- 9. ♦ '\ J \ .� \ � ' d f ♦ n') hev
..f
1
H y `
J r t \ ' � ` \ ., �' � `. \ 'O •i , / t / i f ) t ,t/ � �y
s / J !' / } i \{ I l f d l + kt '�
1
40 '
�d t EXIST(t� f I , t g , t / / 1- s
a } y F t t „�f r �, " � �r"
S 14 .t
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i
/ c, t 0- 4 9, ♦ i i \ e i` _. / / f f t / ! ! t ) ll 1� I > fi ✓tom, - f I z t t I" ti 11\
�. w•O �, �a `^ O 1' ` y .p -� by / i y / / C / y p / , wy A 0 i!• ' / ! ! I t l f ', j tr-- r� ' f
w .. .,,..,.
a / 0 / � J J ♦ ♦ ♦ ,♦ ♦b• °+• ST l 1 tit ,7J 1f1 :ir..
r --.
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t
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8.
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d / - _ \ _ 1 1 i - T 0
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I
a
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f Q 1T -�,��� - ` ` . r _-- - t. _ 1,3_ __ / / f dS / •o /d (--,,"1 7f ;1 r i LA `;ivGH I I
'- \ 13.0 ! d / r , `� i 1 t t-'i �/ -�l 1 ,: f .,1 1 \I . , O t •a
. Y
S® `,- d _! }PROPOSE L 1, I I ,TSIDF D i TURBA $ I L T =
/ f / 2 9 7iN v 7. \ \ ? 0 t '^ P_ I o N r. � P '! ;! J ' � I \r
�—; t ,; / o - ` m FIE NCB' FL f
f . �'® E '•� .. r _r' 6.0� CONSTRGT,I OF F` RE 1
`s z:6` `' =t`� PPARA' CGE S %RQAD ,ADD I_`t ONALIREA '� I- z
M, t 1 T B E D IDS iU F(P ,D : 3 A
�l i ♦ / r /f _ tt. d. 4 q.. 7 G f
50 x25 CONSTRUCTION
I � .
!
� t t t �
/ / ' � �. � •.� � 4 � 2.0 � t t t ' I I � � � � o r � J � 1 V° � � �`� t
t :; r
Q ENTRANCE ( TYP) «< I 1 '
f t 't L( 1 f
/ +
s° H <A
,0 1 BULK E D
. f
I
/
I -�
j
�. ' Y ., � � ti -- ;� , .,., .,.": \ .� \ ,,. _ ""' W.` t t k 1 a ;� �q... ..- .'- �vim..:: ., ..... / • �
f
� - \ `" , 'a, \ > \ , ,...- t 1 1 1 I � fa �� .- _- / d f ""� _•,,.,. , � �� �� � 1 , f , E ,: � if' d _
PROPOSED LIMITS OF D I ST,�IRBANC 8 `
-_ i10.5
SILT FENCE FOR CONSTRUCTION ON 0 ' v� t y e c �,° ' j
\ t , w � o v y t t 4 t I 1 � �. -_ -�.� ..o f ��„ -kJ Lf p t ' � E �. ` ft � * � � f`;� � C►'
ti
1 f
w�
SWALE 8 INFILTRATION LEAS I N # ��` �� 10s c v t �s� I m• �• �• r,• �,• y yo r' .J A•
if
J N v t 1 •a I " ,,, t
t t 1 I 3 ! ! ww, f 1 I t
t ! t 1 �r � ✓�i � � �
Li �f
o NO GRADING ALLOWED [N I I 7 Q 1 1 f _' a
\ �� \ a \ I I i /
00
3-_,. - .,,. ° r� ��� SEPTIC FIELD AREAS i '� I r, s
s I A\ I 1 u tt� ��� ` I I I t �t<
a I A \ 10.0 t.� /V ri %, i
a, i v v j 1 t v v' t I �• r / rr PROPOSED RE"'A I N iN0 WALiz1 : 1 l
�� ASPHALT I m ,' I r 1 v t ` + /' f I �'; t � _ - �$` 0 FIE ) �}/ - �.,f . f l r ` , T v w
EX AS I ?' `
w t v ( t c' :. 1 t
, / 1f O
Lit
/ >k� r,. � ". ,, t t t I F� l 1 I 1 � � t � -� � � d d 1 t'`�; t e• 1 i `��, ;%�/ ! 1 .� � ,� /
Ln
t i r f f n �l ' ,% O A R W'r!I L' .'I
, � J ' I r V { t `;,,G/ M R I N�
x / eft t I o r t �.,7 o t n r �f „ �i 1 "�,1f
�, � r ,�� r �p 1 \
4b I �'% / J i� / Tt f 1 s7✓ V 1
i w t 1, t t i v v ` t _ � h , ;� .v ` ' 40 N DS "ref ;' t �1 , ,, .t t"
Elr,t o v 1 1 t 1
I
f
� t
Ln
t I J
i 7 {
v l v e 1Ei.. —/�> t I `t' r : f f �' t� � � 1 >�f j L,.� M 1 TS U1- DPI t) Lli�B ,N
f�s ! t fro - 1 f %7 l 11 AND $ I {T F ENE t
t
O.'� , f � � '� I '`� � t� 1 ,�
1 { r �{ r j 1 J f
tt 1 1tV { - } t), , 1 c v ` �, t° r 0• t it rf t sj �f / .-1 j % jJ 1 1 1l �j1 }lt I
5'v, d
v )=r' �' gI''lfy ,°` `% 1
11 1 t t'G.,,' t kt,, 9.0 \\ x '" f 1 �,.,,� t t C}� l r d , .- _ I '1 ..Sf "'j� �l 1 1 jf ^"I r T /l ,�j
�I4 'r .._ _. =l- 1 t 1 / "J a1 / ^A;�r X�:`t7. s\�'9.0 r t I `°at k //t�/t t /! ' f / r ` ' t t�8° t_ t�U/ v %}� `/{,(�;EAD /If
;,I "t " , r r t 1
r e.
-# '
y .•
', t , .......� ., " �r,,, �,: _�����. �.-�_.�.�,_. -�- , . ��' -#(�' /�-�I�ST Lei/ -t' f l ,
CONSTRUCTION SEQUENCE I 4 ' ,
�� \ \ 1 /
p f -� ETN D � � =�
-- - - - - ,w f`���`=�' I' C�IfEATf�'t v-,f ' ,! ,� ,'
COMPLETE GRADING AND EROSION CONTROL AS PERMITTED UNDER PERMIT#: � 1 t 1 � ' � � P v'° ,, x, �/ �� � � � � t � - � � r� � ���� _y `�� I r
t 1 t t 1 I I e 5 Y ,;!i l _ _!T `_ �t-_ __ --- _y,' 1 /!
H f f;1 _ 2� '1 r '
CARTE-2019-04 I ` s' 3 ,
v •s / t �7
f
/ r y
v 1 1 1 i i t l \ `...,: �.,'!sn• 1f4
.c.. ... t���..�
A OFFICE AT: m 1 { § t t �t o - - _ - cS f f " /i �, �t 7� ;,a, r'
CONTRACTOR SHALL CONTACT NCDENR WILMINGTON REGIONAL 0 ICE I 1 i e t v 1 -`' - 6 J V T
. "� ir" r 1 `-f , if , . ,� 1 t 1 / .,- '" a` �;i Llr f s' 1/ f r
Ln
910-796-7215 AND THE CULL IPHER GROUP. P.A. AT:252-773-0090 FOR { ;t t v v 1 t /'��..;!/� I ff of ;= -? t =` /
A PRECONSTRUCTION MEETING. 1 o I t + t1' \' \ ` �[j _ "
t _ �. � r 1
`t \ ......._....-.. „•„ -- /� ,�':i'i' '` r Irt 't_.,f _'t�� -\� /
_ O t, t f I , -! t .^'/ .'�F•L`Xi.-r
CONTRACTOR SHALL INSTALL SILT FENCE d SILT FENCE OUTLETS AS SHOWN a ��, t �,� v /,y �/_
'/ r l �/ r '1 j t
H APPROVED PLANS. SILT FENCE OUTLETS SHALL BE PLACED AT �� c �.� }'- ,_t t t ` ST#1 I m �:`�` ttif=�f "` t
ON THE OVED u i t t t 1 T#:t w %`7 f i1 /t I. r' ei ` `f :fy ={f
ALL LOCALIZED LOW POINTS ALONG THE SILT FENCE. CONTRACTOR SHALL k Pn i \ __ S , ,;;f I \ t f /' y� r fit''.( 1 .-
CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. t t u 1, - - -- _ _ ._ -_ _ _ _ _ s d 0 ,° 11i �l - -
1 I 11 `� `--�---- r - AH,�tl _ .:� Ir •tt I
RUBBING OF THE REMAINING SITE TO BE DISTURBED. i f+tt t :, `- _- - - - - --"� - - Sf '' _I
BEGIN CLEARING AND G I I �gt 1 '� t o© S"ACK
I
INSTALL THE RETAINING WALLS, BULKHEAD AND CULVERT tea THEN BACKFILL 1, I i I)V N Ctt1i
u THE FIRE 1 I I j Stl { t j, / -"a\�a „� ' It zf ,.-/"` ."A \ .-=,- / •7 I, -_I
WITH SUITABLE SOILS ANDS OF WASHED te57 STONE FOR E I E I4 ° g'` , 1 r If J _
APPARATUSROAD. MARINE CONSTRUCTION AND GRADING AROUND T-HEAD SHALL - _"_! i ' {1` N tt; I I _
k
f� t
�f
r
\r k
T ANY OTHER LOCATION. t \ K., .,,,--. _ t - {
UTILIZE THIS ROAD AND MAY NOT CROSS WE LANDS 1N ! _
- � t I ' " \ ' _ .,3 , .J` � ..:,: _ -.- - ... ..:. _ �—._----,� � •-•--��..,�'=�.— �� ' 1 � t— kt / ,1 " /'7 � \ V ...1 `
I ` Gn
FINAL RA INSTALL UTILITIES AND SEED AND ` ,' { ik l ` \ I _
P T GRADE. I - _ - �' �-,— —, / TALWETLANDS'
AS SITE COMES U 0 IN L C,d .
PER SEEDING SCHEDULE ON THIS SHEET. --� ' {
.� / ,� yA5
STABILIZE DISTURBED GROUND E SEED I _ - f ! '
IT till .- -- - - - _. A` m > d I �-m •�.,,,r...•' ^fir^ 1..,m.� 9 ti
A WITH THE APPROVED PLANS. ONCE SITE 1 S x tip' �► i1f1 vv r t ,4
PAVE ROADS I N ACCORDANCE W I / Heft
COMPLETELY STABILIZED CONTACT NCDENR WILMINGTON REGIONAL OFFICE FOR i ft,. _.
FINAL INSPECTION. �� v "" .' - _ _�a - ��t�3 - ,r 1 �t
�• ".�' 1 i / ,-1;2. 5- - - - - _' 1 - _ -- t -� � — —. ...... .._.:%� _- t �j` ` �- i� _",�' M•1�`j Il { "� tt � ,,y� cS � _.,� —�--- -.k `-� ,.- 'D"„ � .,,.� ^� � Lti
f .2 1i V '� f/ - { t T �v `i - - - ~� _ i 0
a \ m f
r
,.-.. �� � -�.�{f�-_ .- ..._ 1 � t yam- �`'
Ov '$e i 3 - v� ,_ _f "i t �: tj `" �P —7 o vla�
- '1 CT
S 00
O^ +a _.. 1- 1 't �1 J _. �lj f \ r 7 Y \' s M ° .......
(f l r - t r` t / �,'
9 `3/f 'I 1 ,'I�-
3 ;' �r f1 �~ 362.2
t _ 1
�' of 1-31 Og �1 ��`' _ �� � - S 19 ° 5 2 ' 0 711E
NiF S160 15,07„E S23°29, 07„E S14°27'07-E
FIRST & LAST CHILD. LLC
PIN:535702871120000
DB 961. PG 60
............. .....................
fn
4 X 0_
�a_n USE
" -4
- ss
C7= O z
D
------
OUTLET W/DITCH
OUTLET W/O DITCH
D
CLASS `8' RIP RAP
CLASS I RIP RAP
CLASS'S' RIP HAP
CLASS I RIP RAP
TONS
T iE
S.Y.
TONS
T :.E
TONS
,E
S.Y.
TONS
„
5
2
5
1
4
2
1
4
15"
2
7
7
3
7
1
5
3
2
6
Tr
9
4
10
2
7
4
2
8
24"
5
14
15
7
15
3
11
7
41
12
30"
8
21
21
11
22
5
16
11
7
17
36"
11
26
29
15
30
7
22
1 16
10
23
42"
15
1 37
39
20
39
10
28
22
13
30
48'
-
49
26
50
28
17
38
54"
60
33
62
36
21
47
60"
73
40
75
44
26
56
66"
87
48
B9
54
32
67
72"
102
57
1 104
64
1 38
78
FORE CALCULATION PURPOSES _
- - - - - - - CLASS '' CLASS F8 RIPPRAP =
In
as m
m N B
H - t
M V)
z PLAN
S>1 0 SLOPE 1It;1 OR FLATTER
A
N
�
a) H
,n T
GEOTEXTILE
SECTION A -A
11 PIPE OUTLET WITH DI'TGH
H. RIP RAP TO TOP OF PIPE (MAX, H -4 D + T)
T- 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
ur�r To 12" CLASS 'S' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
SHEET #4.1 OF 7
PROJECT #:PM1258•-2
DESIGN FILE #:Construction Drawings.dgn
a x D
CS ttS
Q
Q Q
3Zi�t7C;
i-
9jE
0 w
2Q... cs
Ft-
1
00
B 2,
c
a
In
Z
`z
w
w
. o
ti
SECTION B-B
PIPE OUTLET WITHOUT DITCH
SEEDING SCHEDULE
SEED BED PREPARATION
LIME----------------------------- 2 TONS/AC
1. FROM SEPTEMBER 1 - MARCH 1. USE UNSCARIFIED SERICEA SEED
10-10-10------------------------- 1.000 LBS/AC
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE
SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED
TO 30 LBS/AC
IN A LOOSE SURFACE. ADDITIONAL ROUGHENING MAY NOT BE REOUIRED
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND
EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE
INCREASE KOBE TO 40 LBS/AC.
TO BECOME SEALED OR CRUSTED. LOOSEN IT JUST PRIOR TO SEEDING BY
4• BETWEEN APRIL 15 AND AUGUST 15. ADD 10 LB/AC GERMAN MILLET
DISKING. RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER
OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15. ADD
THAN 3:1 ON THE CONTOUR BEFORE SEEDING.
25 LB/AC RYE (GRAIN).
TEMPORARY SEEDING MIXTURE
PERMANENT SEEDING MIXTURE (SWALES a DITCHES)
(DECEMBER 1 -APRIL 15)
COMMON BERMUDAGRASS-------------- 80 LBS/AC
RYE (GRAIN)---------------------- 120 LBS/AC
KOBE LESPEDEZA (SCARIFIED) --- 50 LBS/AC
MULCHING
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
STRAW(WHEAT. OATS. BARLEY.RYE)----- 1-2 TONS/AC (AFTER SEEDING)
TO EXTEND BEYOND JUNE)
(STRAW OUALITY SHALL BE DRY. UNCHOPPED d UNWEATHERED)
(APRIL 15 -AUGUST 151
ASPHALT TACK -------------------- 200 GAL./TON OF MULCH
GERMAN MILLET--------------- 40 LBS/AC
1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING.OR
A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
(AUGUST 15- DECEMBER 30)
AS A MULCH ANCHORING TOOL.
RYE (GRAIN)---------------------- 25 LBS/AC
2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF
(IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15.
SWALES d DITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW
OVERSEED WITH 50LS/AC KOBE.)
WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW
AS PREVIOUSLY INSTRUCTED.
PERMANENT SEEDING MIXTURE
MAINTENANCE
TALL FESCUE---------------------- 60 LBS/AC
IF GROWTH IS LESS THAN FULLY ADEQUATE. REFERTILIZE IN THE SECOND YEAR
PENSACOLA BAHIAGRASS------------- 50 LBS/AC
SERICEA LESPEDEZA---------------- 30 LBS/AC
WITH 500 L8/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED
KOBE LESPEDEZA------------------- 10 LBS/AC
FROM THE MIXTURE. RESEED. FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
9.0
El
SF
LD-
LEGEND
404 WETLANDS
40 , • 40 •
A ,
COASTAL WETLANDS
REVISIONS:
EXISTING
CONTOURS
" E C E!V ED
No.
BY
I DATE
DESCRIPTION
/
CMC
111129118
MARINA REV. PER DMF
PROPOSED
STORM PIPE
0 2019
2
CMC
1122119
MARINA REV.PER D4IF
N/ F: H A R O L D R. COMER, E T A L
3
CMC
2110119
COUNTY COMMENTS
PIN: 535702953841000 aII'I-AHD Cl-
`4
CMC
4/Il/19
CCHD SUBMITTAL
PROPOSED
CONTOURS
D B 1474, PG 74
5
CMC
614119
CAMA MOD
PROPOSED
INLET PROTECTION
EROSION CONTROL PLAN - PHASE 2
PROPOSED
SILT FENCE
SH0llx111lE 11' ID ONT
PAID K
PROPOSED
LIMITS
RV PARK 8. MARINA
OF DISTURBANCE WHITE OAK TWSP., CARTERET COUNTY. NORTH CAROLINA
CLIENT:HAROLD COMER, ROBIN COMER 8. DESIGNED:
DONNA COMER CMC
I11j
ADDRESS: 400 WETHERINGTON LANDING RD. DRAWN:
1,� STELLA, NC 29582 CMC
•."``'�A� PHONE: [phone] CHECKED:
RDC
SEAL —_ lH[lE ��T]LIIE�IH[lEI$ G1�®�ITP P.A.APPROVED:
037378M_ZN�GINE�ERINLG & SURVEYING SERVICES CMC
�' ti151A HIGHWAY 24 DATE
?'"'.GINE,•''�Q�',� MOREHEAD CITY, N.C. 28557
/ SM. C\�\; [phone] LICENSE NO.C-4482 06/04 / 19
6Y(l1 — SCALE:
CHARLES M. CULLIPHER, P.E. 1 11 =4 0'

N�RTN
EXISTING LIMITS OF DISTURBANCE FOR
INSTALLATION OF SEPTIC AREA D UNDER
EXISTING PERMIT
---963 A 3
w
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1
a
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ry
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., ~ �' ` . ",'ems ( / / ht., V Ln. / �w /C�.
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e `` \ � * \ '� \ w \, � °fir , `" `, ., '` ` ' y \ � V S "� -r i 1 4 I 1 I f l � •„- ..-
PLAN VIEW - EROSION CONTROL PHASE 2
LEGEND FOR SEPTIC AREA D
---8.---- EXISTING CONTOURS
9.0 PROPOSED CONTOURS
--N TEMPORARY DIVERSION BERM
SF PROPOSED SILT FENCE
L D-- PROPOSED LIMITS
OF DISTURBANCE
INSTALL SILT
FENCING AROUND
ALL DROP INLETS
SPACE 6' O.C.
NEENAH TYPE R-4826
FRAME AND GRATE. OR
APPROVED EQUAL
-
i,T,l-------- - - - - -- . - - --------_Ili�l=li-
1=� - - I 1
IT,-i -� ,-J' � i I °� �� `:1
-
�,-
EE PLAN FO
P E DIMENSI S1
� I 1
0 1 1
a
W ° d °
STORM STRUCTURE W/
INLET PROTECTION
SCALE: NOT TO SCALE
z. .
SEAL
037378
NEB%
N/F: HAROLD R. COMER, ETAL
PIN: 535702953841000
DB 1474, PG 74
,)CM_MHQ GI
REVISIONS:
SHEET # 4.2 OF 7
PROJECT #:PM1258-2
DESIGN FILE #:Construction Drowings.dgn