- 6/8/2022 9:36 AM (2)

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0:A2021\P21018\Drawings \P21018—BASE—CAMA.dwg 6\8\2022 9:17 AM
NOTES:
1. OWNER/APPLICANT:
SALVO MARINA 27446 LLC
PO BOX 90
KILL DEVIL HILLS, NC 27948
2. ADDRESS: 27446 NC HWY 12 SOUTH
SALVO, NC
3. PIN/ PID: 064720808634/013275000
4. SUBJECT REFERENCES: DB 2066, PG 734/PC H, SL 101
5. WATER DEPTHS COLLECTED BY QUIBLE & ASSOCIATES ON 06/25/2021
USING GPS RTK NETWORK. ALL DEPTHS ARE RELATIVE TO NAVD88. THIS
IS NOT A CERTIFIED SURVEY, INFORMATION SHOWN IS FOR DISCUSSION
AND PERMITTING ONLY.
6. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY AND EXISTING FEATURES
INFORMATION BASED ON PC H, SL 101 AND FIELD SURVEY DATA
COLLECTED BY QUIBLE & ASSOCIATES. ALL DATA COLLECTED ON
09/15/2021 USING GPS RTK NETWORK.
4
NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS
DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.
ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMATION.
Elevations Table
Number
Minimum Elevation
Maximum Elevation
Color
1
—4.000
—3.000
2
—3.000
—2.000
3
—2.000
—1.000
4
—1.000
0.000
PAMLICO SOUND
(.A, H0i
1
5AV BEDS
OBSERVED
EDGE OF SAV
(06/25/2/)
NO ROOTED
5AV OBSERVED
y y \ y v y y
-- y
4, 4, -� y
30' BUFFER
4
4
Y y W y mil, y
y O
.V y 4' y` COASTAL y y y
y y y \\ 4, y 4%yETLAND LINE y
\ y y y - y,•—y =- y y y y y y
y y 4. y y
4. y - �y � F �a4e__ �� y
y y y 4.
—
y / \ '> y/
1
•
y
— •--�...
I
I
EMERGENT
COASTAL WETLAND
FRINGE PRESENT
ALONG THE NATURAL EDGE
ON THE NORTHERN
S/DE OF THE BASIN
Wy .4,4, y
4.
4,4. 4.
y 4.
- - O'BUFFER
J. y
'
COASTAL
WETLAND
y
I
y
1� y y SECTION 404
y y \ WETLANDS LINE
4' y y
y
•
1y'
y
.4.4,
y y
--L - - 4,y
•V y
y
y
y
y
y
NO ROOTED
SAV OBSERVED
4,
y y
y y
1, y_
y _
y y\`Yy y y yy y y 4, 4, 4,
y' y y y W—Qy ,yy/� 4' y y- `=y ' `1'1' 'y y y i`"y Y �y'.�-y ' aL�y'y `yy y�-'y 'y y y- y y y ��''y yiy y -yy y i �y' \y Vyy� 'y y y �y y ]I-Ly•y-y ' y y yy y �y ,y. y-y� , �y'�y '\y Yy y y`1W ' yyy-y y - y y•'• y y �yi' y /yyy y / y Ey /yH,
y /y /1y
yW yy y
y �
4 ,
'
f2
y
y
y
y
yy
y 4, 4, y
�
'y y
y
' 4, -y
-_
`
14'
`' yy-----
4, 4'FRINGEy��/ --
4,4,�4,
4'40
4,4'\
.4,y\-_-,4,-
y4' \ y 6 10N 404\ yyyy(yETLANDS LINE
.1,4' 7y ' AEGOTAA'
WETLAtIO5 LINEy'
Wy
4,4
"4
L4,Wy4,4,y4,y 4,4,40 4,4,4,40
4,4,y* y'
4' 5E6
40
'4,4' 4,4,`4,4,4,4,40
4,4,4,4,4,4,ME%CAN/J5 L
\
y
4,4
4,
,
,
4,
4,4, 4, 4,.1 4,4,4, 4,4, 4,4, 4,4,4, 4, 4,
y y 4' 4,4,4,�
4,4'y y4,4,y 4, 4,
,,y y yy4,
y
4,y4,
--Y --,i\ y y y
y
H,
y
-/
r
I
EX/STING
DILAPIDATED
PIERS AND PILINGS
---------- ------ 30'BUFFER
/
LEGEND:
p - EX/STING CONCRETE
MONUMENT, ECM
® - EXISTING IRON PIPE, ElP
- EXISTING IRON ROD, E/R
0 - HOOD POST
• - SET IRON ROD, 5/R
D-MAGNAIL
• - CALCULATED POINT
- WATER MtltR
QT - TELEPHONE PED
- GABLE TVPED
- TRANSFORMER
- VALVE
- SEWER MANHOLE
- DRAINAGE MANHOLE
FIRE HYDRANT
- LIGHT PO5T
pd - WATER VALVE
- IRRIGATION VALVE
- UTILITY POLE
EXISTING ASPHALT
' - EXISTING CONCRETE
- EXISTING GRAVEL
rt •••�'I• — _,...„0..
PAMLICO
SOUND
N/F
DANIELS FAMILY, LLC
PIN 064720805849
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FRANK T $ PAIGE N THIGPEN
PIN 064720805849
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
I
I
I
ATLANTIC
OCEAN
1
h'ATTIE GREEF
:` LANDING CT
GRAPHIC SCALE
50' 0 25' 50'
100'
( IN FEET )
1 inch = 50 ft.
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DRAWN BY
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CHECKED BY
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ISSUE DATE
06/08/22
SHEET NO
OF 3 SHEETS}

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0:A2021\P21018\Drawings \P21018—BASE—CAMA.dwg 6\8\2022 9:17 AM
NOTES:
1. OWNER/APPLICANT: SALVO MARINA 27446 LLC
PO BOX 90
KILL DEVIL HILLS, NC 27948
2. PROPERTY ADDRESS: 27446 NC HWY 12 SOUTH
SALVO, NC 27972
3. PIN/ PID: 064720808634/013275000
4. SUBJECT REFERENCES: DB 2066, PG 734/PC H, SL 101
5. PROPOSED IMPROVEMENTS REQUIRING CAMA PERMITTING:
• REMOVAL OF EXISTING DILAPIDATED BULKHEAD,
BOAT RAMP, AND PIERS.
• NEW 828 LF BULKHEAD TO REPLACE EXISTING
• 850 LF BOARDWALK AROUND BASIN.
• RESHAPING OF EXISTING BASIN
• EXCAVATION OF +/- 1,238 CY WITHIN BASIN AND ACCESS CHANNEL
• FILL OF 2,065 SF OF BASIN
• 26 TOTAL SLIPS (24 LF BY 12 FT WIDE)
• 13 NEW FINGER PIERS TO ACCOMMODATE SLIPS
• 51 TIE PILINGS FOR THE PROPOSED SLIPS
• NEW 32 LF PIER W/ 400 SF PLATFORM AND DAY SLIP
• 50 SF RIP RAP SHORELINE PROTECTION ON SW SHORELINE
• RELOCATION OF BOAT RAMP TO SOUTH SIDE OF BASIN, WITH
NEW 34 LF BY 22 FT WIDE BOAT RAMP
• TWO BOAT RAMP STAGING PIERS, 34 LF AND 15 LF BY 4 FT WIDE
• ADDITION OF A 940 SF PLATFORM WITHIN THE BASIN
• 514 LF BOARDWALK OVER UPLANDS ON THE NORTH SIDE OF THE
PROPERTY WITH 200 SF OVERLOOK PLATFORM OVER UPLANDS
• CONSTRUCT TWO 12-UNIT BUILDINGS, POOL, AND POOL ACCESSORY
BUILDING AND ALL ASSOCIATED INFRASTRUCTURE INCLUDING PARKING,
DRIVEWAYS, STORMWATER, WASTEWATER, WATER, ELECTRIC AND ALL OTHER
UTILITIES.
6. PROPOSED AEC COVERAGE:
TOTAL AEC AREA:
TOTAL PROPOSED AEC COVERAGE:
TOTAL ALLOWED AEC COVERAGE:
118,255.02 SF
20.659.2 SF (17.5%)
35,476.5 SF (30.0%)
6. WATER DEPTHS COLLECTED BY QUIBLE & ASSOCIATES ON 06/25/2021 USING GPS
RTK NETWORK. ALL DEPTHS ARE RELATIVE TO NAVD88. THIS IS NOT A CERTIFIED
SURVEY, INFORMATION SHOWN IS FOR DISCUSSION AND PERMITTING ONLY.
7. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY AND EXISTING FEATURES
INFORMATION BASED ON PC H, SL 101 AND FIELD SURVEY DATA COLLECTED BY
QUIBLE & ASSOCIATES. ALL DATA COLLECTED ON 09/15/2021 USING GPS RTK
NETWORK.
NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS
DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.
ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMATION.
Elevations Table
Number
Minimum Elevation
Maximum Elevation
Color
1
-4.000
-3.000
2
-3.000
-2.000
3
-2.000
-1.000
4
-1.000
0.000
PAMLICO SOUND
(5A, HGi
PROPOSED
674 SF
SUNSET DECK
OVER LAND
1
SAV BEDS
OBSERVED
EDGE OF SAV
(06/25/2/)
NO ROOTED
SAV OBSERVED
/
30' BUTTER
_,,,,-_ w PROPOSED y w w
y ` 200 SF w y COASTAL w
'OVERLOOK w iNETLAND� LINE
\ .L w - w PLATFORM , 4_ y y y 4.
4, 4, 4,w_
;w '4' y w _ _ �� .V
w �w y�7 _� y y
w 7./
w �/ ...
y / W> w / /j/,/,
y
PROPOSE
yAREA
(182 CY)
PROPOSED
RECOMBINATION
PROPERTY LINE
PROPOSED
32 LF PIER
W/ 400 SF
PLATFORM COASTAL
W/ DAY WETLAND
DOCK SLIP.. _ FRINGE
EMERGENT
COASTAL {NETLAND
FRINGE PRESENT
ALONG THE NATURAL EDGE
ON THE NORTHERN
S/DE OF THE BASIN
4,w y y W w 4,4,.4.4, 4.y 4,
w w y y __
y w --w--y---- O'BUFFER
-i`..d .4.____
y y
�- W y w
Jr--
26
.' • -.4'
w y y y . ... -� w y y y y y y w y 4' y 50ySF R.JPRAPy
w
W y y y y y y y •Y w w y y W y y y y 4' 4, 3HORtLINE PROTECaTIONw w y y///y y
y _ d w
.4, .4,1 y y _� 4. 4,
w y w y y y 4,y 4.4,.4, y 4, y w JEGTlC9N 404
y`\ 4' N,
4'
4, y w w 4,y w
4,4,\� y y N,y 4,N, 4, N, 4,
y N,y 4,y NI/4'�' N,y la `` y 4,N, y 4,4,y N,y 4,w N,�' 4,
4, y ..4'4,4,\ y w 4,,1,w w y `N� w w �' 4,4,4,
4, ,I, 4, S�_y�---W \ y 4,4/ 4,y NI,
`I' y' - -y - - \ �' w
4,
�\L
"\'"4.4..
w 1�
PROPOSED
POOL SECURITY
FENCE W/ GATE
41ETLAND5 LINE
4, .4. y 4,.4,4, 4,4,.4,
4/ w
• 4,w
4,
4, V,
4/ 4,y 4'
4,w
4,4,4,4,y`y 4,w
w y. w
4,4, y y \y
w N,w N,
PROPOSED FILL
+/- 2,065 SF
I
PROPOSED 30' BUFFER
POOL
- PROPOSED TOTAL
AREA OF UPLAND
EXCAVATION
3,018 SF (671 CY)
PROPOSED
AREA OF
EXCAVATION
4,215 SF
(197 CY)
PROPOSED
514 LF_
BOARDWALK
OVER UPLANDS
7
PROPOSED
820 LF
BOARDWALK
AROUND BASIN
PROPOSED -
POOL HOUSE
ACCESSORY
4, ,PROP.QSED3'75''AEC 1' 4.4.4,. -
u 4, .4,4'75' AE( 4, 4' sy
4,GO .STAP'
w
4/ 4,4, `I' ' w .IETLAJD5 LINE
w
4, N,
4, N,
wPO
.v y y 4.4,4,-1,P ROETAINII 'G WAED LL
w
PROPOSED
W AREA OF
EXCAVATION
2,773 SF
__ (103 CY)
NO ROOTED
SAV OBSERVED
PROPOSED
.50'BUFF5R__NEW ALBIUGNMENTLKHEAD
/' i /ice//////l///////////
w
w
,LONG SECTION" 404
.4,`1' y 4,WEJLANBS LINE y
4. 4. 4.4.4' 4.
w w y y w w
w 4,
w
w •
•Y
w
w w
y
w
4. 4, .4,PROPOSED 7,254 SF .1. 4.y'' yD' EDGE I IOSPOSL y' 4,y w y w
ST
4,w y AREA y ' .4' w SECTION,, 40NE
4,,.1,4,4,4,N,y .4, .4, '4' 4,
y 4,w .4, ..4' lME%CAN/J5 L 4'
.4, w 4/ 4,4, 4,w w y y 4' 4,4, 4, 4, 4,
4,w 4, y 4,
w NI,4,4/4, y w w
w
w w N,4, N,
w
PROPOSED
NEW BULKHEAD
ALIGNMENT 828 LF
PROPOSED
34 LF BY 22 FT WIDE
NEW BOAT RAMP
w
w
w
w y w
w
I
. Li
PROPOSED
KAYAK RACKS
PROPOSED
AREA OF BASIN
EXCAVATION
2,293 SF
(85 CY)
/ / / / /%/ /A / /
w
w
/ / / / / ///'// /
LEGEND:
H - EXISTING CONCRETE
MONUMENT, ECM
® - EXISTING IRON PIPE, EIP
Q - EXISTING IRON ROD, EIR
- WOOD POST
• - SET IRON ROD, SIR
MAG NAIL
• - CALCULATED POINT
WATER METER
- TELEPHONE PED
- CABLE TV PED
Q - TRANSFORMER
Q - VALVE
© - SEWER MANHOLE
- DRAINAGE MANHOLE
FIRE HYDRANT
- LIGHT POST
- WATER VALVE
- IRRIGATION VALVE
car UTILITY POLE
L`-
REMOVE/DEMO
EXISTING RAMP,
BULKHEAD,
AND PIERS
PROPOSED
940 SF
PLATFORM
KAYAK/
BOARD
PADDLE
LAUNCH
ryr�-
-% ,
w
w
PROPOSED
10'X12'
DUMPSTER
PAD
PROPOSED
FINGER
/PROP 37- BIIFFER
PROPOSED
STORM WATER
BASIN
Know what's below.
Call before you dig.
/
/
/
/
/
/
- PROPOSED
- PROPOSED
- PROPOSED
- PROPOSED
CONCRETE
GRAVEL
ASPHALT
TURFSTONE
- PROPOSED DREDGING
PROPOSED FILL
EXISTING ASPHALT
EXISTING CONCRETE
PROPOSED
10'X12'
DUMPSTER
PAD
i
PROPOSED J
FUTURE
12 UNIT
MULTI -FAMILY l
DWELLING
PROPOSED 000
FUTURE °'
12 UNIT MIU
MULTI -FAMILY :1 - A
DWELLING o
D▪ o •
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PAMLICO
SOUND
N/F
DANIELS FAMILY, LLC
PIN 06472080.5849
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HAT77E
IADIV/
VICINITY MAP
N.T.S.
AUF
FRANK T B PAIGE N THIGPEN
PIN 064720805849
/
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
1
1
ATLANTIC
OCEAN
1
HATTIE GREEF
LANDING CT
GRAPHIC SCALE
50' 0 25' 50'
100'
( IN FEET )
1 inch = 50 ft.
0
PRELIMINARY
FOR CAMA
PERMITTING
ONLY
PROJECT NO.
P21018
DESIGNED BY
JTM
DRAWN BY
JTM
CHECKED BY
WDE
ISSUE DATE
06/08/22
SHEET NO.
OF 3 SHEETS}

O
E
0:A2021\P21018\Drawings \P21018—BASE—CAMA.dwg 6\8\2022 9:17 AM
NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS
DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.
ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMATION.
PROPOSED
CONCRETE -
APRON
-�Illilll
PROPOSED
NEW FINGER PIER
EX/5T/N6
DILAPIDATED'
HALL WITH TIEBACK5
TO BE REMOVED
MATERIAL
TO BE DREDGE
TO REACH DEPTH OF
-3.5'
8.0'
PROPOSED
NEW BULKHEAD
—I I 1=1 - 1 i-i - -
I
11111 —_
11-III-111-111-111-I I 1 11- - - 1-
PROPOSED
NEW BOTTOM
DEPTH OF -3.5'
PROPOSED
STAGING PIER
MIN( /'AIIV
1-1 11-1 11-1 11-1 11-1 11-1 11-1 11—
PROPOSED
PLATFORM
OVER
UPLANDS
PROPOSED
6 FT WIDE
BOARDWALK
AROUND BASIN
-1 1
111111111111
I-1 1 I
ROPOS
nl - UPLLANDED —
EXCAVATION
TO RESHAPE 111
- BASIN
9F I II I II I I
BASIN FEATURES CROSS—SECTION
*STRUCTURAL DESIGN BY OTHERS
NTS
32.0'
//JUIf JJj�
—1 11-1 11-1 11-1 11-1 I
PROPOSED
CONCRETE
BOAT RAMP
—1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 11-1 I I
PROPOSED BOAT RAMP CROSS SECTION
*STRUCTURAL DESIGN BY OTHERS
NTS
PLATFORM
allitair
PROPOSED
BOARDWALK OVER
UPLANDS
II I
II III III III III III III III
III III=
III III III III III III
BOARDWALK/PLATFORM OVER UPLANDS SECTION
*STRUCTURAL DESIGN BY OTHERS
NTS
II —I 11
III III I'
PROPOSED
KAYAK RACK
—1 II III II
1
KAYAK RACK CROSS SECTION
*STRUCTURAL DESIGN BY OTHERS
NTS
PROPOSED
PIER SECTION
OVER THE SOUND
MIN. 3.0' ABOVE
NWL
20.0'
PLATFORM PIER
NWL
I -I 11-1 11-SUBSTRATE I 11-1 1I—
T-1I i 11 I I I 1' 1 I I I III —I 1I
III III III III III
1 1III
11111
PIER SECTION (PAMLICO SOUND)
*STRUCTURAL DESIGN BY OTHERS
NTS
SYNTHETIC FILTER FABRIC(TYP)
SILT FENCE SPOIL CONTAINMENT DETAIL
NTS
8' MAX SPACING FOR STANDARD
STRENGTH FABRIC WITH WIRE FENCE
6' MAX SPACING FOR EXTRA STRENGTH
FABRIC WITHOUT WIRE FENCE
PLASTIC OR WIRE
TIES (EACH
POST)
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NORTH CAROLINA)
1KINNAKEET TOWNSHIP
PROJECT NO.
P21018
DESIGNED BY
JTM
DRAWN BY
JTM
CHECKED BY
WDE
ISSUE DATE
06/08/22
SHEET NO.
3
OF 3 SHEETS}