20141148 Ver 3_Buffer Authorization Mod Warlick House Ocracoke_20171030

Strickland, Bev
From:
Brian Rubino <[e-mail]>
Sent:
Monday, October 30, 2017 4:30 PM
To:
Scarbraugh, Anthony; Trowell, Steve
Cc:
Brian Samick; Warlick, Peter
Subject:
RE: [External] Warlick House Ocracoke
Attachments:
P14058 -BUFFER EXHIBIT 10-30-17.pdf
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[e-mail].
Gentlemen,
Please see the attached where we show the building shift 4 ft landward with updated buffer zone coverages under the
Notes, "Proposed Refinement Due to Building Shift" 1. And 2. Above that are the coverages w/o the shift as permitted
through CAMA and DWR. I have copied Peter Warlick and Brian Samick here. Brian is the GC for this job. Please let me
know if you need anything else for being able to complete this project with the shift that will help with new piling
installation. All in all, coverages in the buffer zones are down with this scenario.
Thanks,
Brian
Brian D. Rubino, P.G.
Vice President
Quible & Associates, P.C.
8466 Caratoke Highway, Bldg 400
Powells Point, NC 27966
P.O. Drawer 870
Kitty Hawk, NC 27949
t 252.491.8147
f 252.491.8146
www.guible.com
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From: Scarbraugh, Anthony [mailto:[e-mail]]
Sent: Friday, October 27, 2017 6:09 AM
To: Brian Rubino <[e-mail]>
Cc: Trowell, Steve <[e-mail]>
Subject: RE: [External] Warlick House Ocracoke
Brian,
Thanks for the update.
Anthony Scarbraugh
Environmental Senior Specialist
Division of Water Resources — Water Quality Regional Operations
Department of Environmental Quality
252 948 3924 office
anthony.scarbraugh(a)ncdenr.gov
943 Washington Square Mall
Washington, NC 27889
'J ill`? Carolina PublicReconYs Law amY n7ay be :Yiscl se:Y to think 1,)ailies.
From: Brian Rubino [mailto:[e-mail]]
Sent: Thursday, October 26, 2017 5:16 PM
To: Trowell, Steve <[e-mail]>
Cc: Scarbraugh, Anthony <[e-mail]>
Subject: Re: [External] Warlick House Ocracoke
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you verify that the
attachment and content are safe. Send all suspicious email as an attachment to [e-mail].
Thanks, I should have the building shift update drawing tomorrow, but no later than Monday.
Brian
Sent from my iPhone
On Oct 26, 2017, at 4:43 PM, Trowell, Steve <[e-mail]> wrote:
Brian:
I will update the file for this permit with the new drawing. If your comfortable, I am to proceed with the
shift in the footprint 4' landward.
From: Brian Rubino [mailto:[e-mail]]
Sent: Wednesday, October 25, 2017 3:41 PM
To: Scarbraugh, Anthony<[e-mail]>; Trowell, Steve

<steve.troweI I@ ncden r.gov>
Subject: [External] Warlick House Ocracoke
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless
you verify that the attachment and content are safe. Send all suspicious email as an attachment to
[e-mail].
Steve and Anthony,
I understand from Peter Warlick that they are moving forward with the permitted work that received a
EMC variance and CAMA Permit. The latest plan has a note that states, "House may shift up to 4'
landward to avoid pile driving in riprap". The contractor for this is Brian Samick on Ocracoke and the
consensus is that they do want to shift everything that 4' landward due to all of the rock and it being
problematic to set new pilings. This actually reduces buffer and AEC coverages. I just want to make sure
we do not have to do anything else as far as these permits go. Please advise whether we are covered or
if there is any other paperwork you need for this.
We either talked about this before while on site or afterward, but I don't see any documentation and
want to make sure everything is good to go.
Thanks,
Brian
Brian D. Rubino, P.G.
Vice President
Quible & Associates, P.C.
8466 Caratoke Highway, Bldg 400
Powells Point, NC 27966
P.O. Drawer 870
Kitty Hawk, NC 27949
t 252.491.8147
f 252.491.8146
www.guible.com
<image001.png>
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and may contain confidential and/or privileged material. Any review, retransmission,
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LNGNND
- EX. PIPE
- EX. 1/2' REBAR
0 - 1/2' REBAR SET
- EX. 4' X 4' CONC. MON.
❑ - EX. WOOD POST
- EX. MAG NAIL & WASHER
- EX. P/K NAIL & WASHER
38E - CALCULATED POINT
® - WATER METER
tPHONE PEDESTAL
C.A.T.V.
UTILITY POLE
GUY WIRE
- FlRE HYDRANT
®- ELECT. TRANS.
AG - ABOVE GRADE
BG - BELOW GRADE
EXISTING STRUCTURE (TO BE
ELEVATED ON NEW PILINGS)
EXISTING OPEN DECKING (TO BE - EXISTING BOUNDARY AND SURVEY INFORMATION
ELEVATED ON NEW PILINGS) OBTAINED IN ELECTRONIC FORMAT FROM SEABOARD
SURVEYING AND PLANNING. FILE 9700110A ON
EXISITNG COVERED/ROOFED 10-6-2014.
AREA r - -1
PERMITTED OPEN DECKING L_ J EXISTING COASTAL/404 WETLANDS
PERMITTED WORK PER DWR #2014-1148 VER. 3:
1. EXISTING HOME TO BE ELEVATED AND PILINGS REPLACED (SAME
BUILDING FOOTPRINT)
2. PERMITTED OPEN SLATTED DECK AND ACCESS STAIRWAY
A. DECK AREA WITHIN ZONE 1: 532.4 SQ.FT.
B. DECK AREA WITHIN ZONE 2: 660.6 SQ.FT.
3. PERMITTED 472 SQ. FT. OF COVERED/ROOFED AREA
A. COVERED AREA WITHIN ZONE 1: 367.8 SQ. FT.
B. COVERED AREA WITHIN ZONE 2: 104.2 SQ. FT.
PROPOSED REFINEMENT DUE TO BUILDING SHIFT:
1. PROPOSED OPEN SLATTED DECK AND ACCESS STAIRWAY
A. DECK AREA WITHIN ZONE 1: 403.7 SQ. FT
B. DECK AREA WITHIN ZONE 2: 697.1 SQ. FT
2. PROPOSED 472 SQ. FT. COVERED/ROOFED AREA
A. COVERED AREA WITHIN ZONE 1: 305.8 SQ. FT.
B. COVERED AREA WITHIN ZONE 2: 166.2 SQ. FT.
LINE TABLE
LINE
LENGTH
BEARING
L1
236.00
S81 *03'00"E
L2
75.00
S06 -55700"W
L3
1.10
N08'01'48"E
L4
5.57
N22'29'03"W
L5
36.34
N11'50'31"E
L6
13.47
N74'51'01"E
L7
33.62
584'26'25"E
L8
31.54
583'31'48"E
L9
49.49
S84'08'08"E
L10
14.06
N78'58'27"E
L11
1.40
N11'36'49"E
L12
37.16
582'04'01"E
L13
53.50
S81 *43'03"E
L14
15.84
580'30'41"E
L15
36.33
588'12'26"E
L16
7.36
S10'21'18"E
L17
30.31
582'52'43"W
L18
31.25536'51'50"W
L19
47.60
S06 33'21"W
EXISTING OPEN DECKING (TO BE - EXISTING BOUNDARY AND SURVEY INFORMATION
ELEVATED ON NEW PILINGS) OBTAINED IN ELECTRONIC FORMAT FROM SEABOARD
SURVEYING AND PLANNING. FILE 9700110A ON
EXISITNG COVERED/ROOFED 10-6-2014.
AREA r - -1
PERMITTED OPEN DECKING L_ J EXISTING COASTAL/404 WETLANDS
PERMITTED WORK PER DWR #2014-1148 VER. 3:
1. EXISTING HOME TO BE ELEVATED AND PILINGS REPLACED (SAME
BUILDING FOOTPRINT)
2. PERMITTED OPEN SLATTED DECK AND ACCESS STAIRWAY
A. DECK AREA WITHIN ZONE 1: 532.4 SQ.FT.
B. DECK AREA WITHIN ZONE 2: 660.6 SQ.FT.
3. PERMITTED 472 SQ. FT. OF COVERED/ROOFED AREA
A. COVERED AREA WITHIN ZONE 1: 367.8 SQ. FT.
B. COVERED AREA WITHIN ZONE 2: 104.2 SQ. FT.
PROPOSED REFINEMENT DUE TO BUILDING SHIFT:
1. PROPOSED OPEN SLATTED DECK AND ACCESS STAIRWAY
A. DECK AREA WITHIN ZONE 1: 403.7 SQ. FT
B. DECK AREA WITHIN ZONE 2: 697.1 SQ. FT
2. PROPOSED 472 SQ. FT. COVERED/ROOFED AREA
A. COVERED AREA WITHIN ZONE 1: 305.8 SQ. FT.
B. COVERED AREA WITHIN ZONE 2: 166.2 SQ. FT.
VICINNY MAP
(DWR #2014-1148 VER. 3)
P4
rA
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®
N.T.S.
�
0
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ELEVATED BOARDWALK(DWR #2014-1148 VER. 3)
LEVEL (09/18/14)
zo���
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'! �4 /&j
COVERED/ROOFED AREA
00 u
PAMLICO
®PROPOSED
(CURRENTLY PERMITTED AS OPEN DECKING PER
DWR #2014-1148 VER. 3)
LEVEL (09/18/14) _
\�� L12 WOOD BULKHE L13�
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0.63' EAS
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VICINNY MAP
(DWR #2014-1148 VER. 3)
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ELEVATED BOARDWALK(DWR #2014-1148 VER. 3)
LEVEL (09/18/14)
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COVERED/ROOFED AREA
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PAMLICO
®PROPOSED
(CURRENTLY PERMITTED AS OPEN DECKING PER
DWR #2014-1148 VER. 3)
LEVEL (09/18/14) _
\�� L12 WOOD BULKHE L13�
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� LOT LINES PEP, /
RECORD PLAT (TYP.)
Y 1.6'
30' TAR -PAM.
BUFFER
(zON,� 1)�
3AP -
771.
5.36'
FLUSH
OBSERVED WATER
LEVEL (09/18/14)
(ZONE 1)
X 1.9'
X 2.6'
PERMITTED
OPEN WOOD
RAMP &T
STEPS
30' TAR -PAM. BUFFER _
1.2' LOT 13, 14, NORTH
1/2 OF LOT 15 &
_ ADJACENT 36' X 50' PARC
_ X 2.4' ❑
8' MBL (ZONE 2)
86.64' X 1.4' 50' TAR -PAM. BUFFER El _
N 81'03'00" W 138.77'
LOT 12
WOOD/ROPE
FENCE (TYP.)
CONCRETE 0
Co
�J LO
Ln
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MI PORCH
? STORY FRAME L
DWELLING ON e.o'
PILINGS
40.3'
17---
W K 50' TAR -PAM. BUFFER
(DWR #2014-1148 VER. 3)
PERMITTED 472 SQ. FT.
EXISTING STRUCTURE
®
PERMITTED WOOD RAMP, WOOD WALK, STEPS, AND
COVERED/ROOFED AREA OBSERVED NORMAL WATER
TO BE ELEVATED
X 4.0'I
ELEVATED BOARDWALK(DWR #2014-1148 VER. 3)
LEVEL (09/18/14)
(ON NEW PILINGS)
COVERED/ROOFED AREA
OBSERVED NORMAL WATER PERMITTED OPEN DECKING
®PROPOSED
(CURRENTLY PERMITTED AS OPEN DECKING PER
DWR #2014-1148 VER. 3)
LEVEL (09/18/14) _
\�� L12 WOOD BULKHE L13�
L14�iic�r
I I m
I
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f�
X 0.9' X O. /
� x 1.2'
� LOT LINES PEP, /
RECORD PLAT (TYP.)
Y 1.6'
30' TAR -PAM.
BUFFER
(zON,� 1)�
3AP -
771.
5.36'
FLUSH
OBSERVED WATER
LEVEL (09/18/14)
(ZONE 1)
X 1.9'
X 2.6'
PERMITTED
OPEN WOOD
RAMP &T
STEPS
30' TAR -PAM. BUFFER _
1.2' LOT 13, 14, NORTH
1/2 OF LOT 15 &
_ ADJACENT 36' X 50' PARC
_ X 2.4' ❑
8' MBL (ZONE 2)
86.64' X 1.4' 50' TAR -PAM. BUFFER El _
N 81'03'00" W 138.77'
LOT 12
WOOD/ROPE
FENCE (TYP.)
CONCRETE 0
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(DB 113, PG 150)
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X 12.3'
XI 2.
X 2 7
4.30' -
FLUSH
APPROX EXISITNG ONSITE
SEPTIC DRAIN FIELD (NOT
SURVEYRED)
ROOF DRIP LINE OF
EXISTING BUILDING
SHIFTED 4 FT
LANDWARD
PAMLICO
SOUND
OBSERVED NORMAL WATER
-LEVEL (09/18/14)
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