HomeMy WebLinkAboutNTB_19-08_HarberleJanuary 20, 2019
Christian Haberle
1946 E Cherry Lane
Souderton, PA 18964
ROY COOPER
Co emor
MICHAEL S. REGAN
Sa ia,y
BRAXTON DAVIS
Director
RE: EXEMPTED PROJECT (MINOR) EXEMPTION
MAINTENANCE AND REPAIR - (15A NCAC 7K .0209) - Exemption# NTBEX19-08
416 Hampton Colony Circle, North Topsail Beach, NC
AREA OF ENVIRONMENTAL CONCERN — Ocean Hazard AEC
Dear Mr. Haberle:
I have reviewed the information submitted to this office in your inquiry concerning the necessary filing of an
application for a minor development permit under the Coastal Area Management Act. Based on the information
provided, I have determined that the activity you propose is exempt from needing a minor development permit if
it remains consistent with the information received via email on February 18, 2019 and February 19, 2019, and
meets the conditions specified below. If your plans should change and your project will no longer meet these
conditions, please contact me before proceeding.
Maintenance & Repair
I. The maintenance and repair work authorized under this exemption specifically includes the sintering of
the six (6) concrete pilings, removal of the currently suspended slab, and installation of a below grade
grade -beam along the remaining foundation all as depicted in the workplan drawings 14 of 4 dated
received by DCM on 2/18/19. No additions, including roof overhangs, concrete or wood deck
expansions, enclosures, etc. are authorized under this exemption. With exception of the repairs to
the six (6) concrete pilings, no other development shall take place seaward of the First Line of
Stable Natural Vegetation (FISNV).
2. The development must not involve removal, damage, or destruction of threatened or endangered animal
or plant species.
3. The development must not alter naturally or artificially created surface drainage channels.
4. The development must be consistent with all applicable use standards and local land use plans in effect at
the time the exemption is granted.
5. The proposed development shall remain consistent with the detailed repair plan received by DCM on
2/18/19 and 2/19/19.
6. This permit does not authorize expansion of any existing structure(s).
This exemption to CAMA permit requirements does not alleviate the necessity of your obtaining any other State,
Federal or Local authorization. This exemption expires 90 days from the date of the letter.
CC: Kate Winzler, NTB; David King, Foundation Repair Services, Inc.
Store ofNonh Ca hm I Eaviromnental Quality I Coastal Management
127 Cardinal Drive Ext., Wilmingtm NC 28405
910496r7215
4I(tqAAA,,Pf-MA
Spears, Courtney
From: David King <dking@foundationrepairservices.com> 5(�p` V vi(J
Sent: Tuesday, February 19, 2019 10:00 AM
To: Spears, Courtney
Cc: Dail, Jason
Subject: RE: [External] Fwd: Haberle - North Carolina It
Courtney,
I appreciate your response. It would be wonderful if you could work in a visit to the site tomorrow. Once there, if you
have any questions please call me at 980-505-0896.
The grade beam, if allowed, would require excavation of the soils underneath the perimeter of the slab that is to remain.
The elevation of that slab which is to remain is basically at grade with the high ground of the property and well within
the vegetated zone.
Regardless, whether you make it to the site tomorrow or not, I definitely need to have a site visit and/or plan review at
your/Jason's earliest convenience next week.
Thank you for your time.
Best regards,
19a-vidT Xing
2008 Gateway Blvd.
Charlotte, NC 28208
704-545-0206 Office
980-505-0896 Mobile
704-545-3354 Fax
dkinlz foundationrepairservices.com
FRS • -
From: Spears, Courtney [mailto:courtney.spears@ncdenr.gov]
Sent: Tuesday, February 19, 2019 9:23 AM
RECEIVED
DCM WILMINGTON, NC
FEB 19 2019
To: David King <dking@foundationrepairservices.com>
Cc: Christian Haberle <CLHaberle@haberlesteel.com>; Dail, Jason <jason.dail@ncdenr.gov>; Jimmy Canady
<jcanady@ntbnc.org>; Brett Hynds <office@hoImespe.com>
Subject: RE: [External] Fwd: Haberle - North Carolina
Hi Mr. King,
I apologize for the delay in response. For us to make any determinations, we will need to come take a look at the site.
The photos are very helpful, thank you for those. It appears that we would be able to allow the pilings to be sistered
(provided it is deemed maintenance and repair), but what I'm unsure of is if the grade beam could be installed. We will
need to look at where the vegetation line and high water come on the property. Also, will any excavation of sand be
required to install the beam? I am trying to get to NTB tomorrow morning, and if I have time I will stop by. I will be out
of the office Thurs/Fri for a meeting in Morehead City, so if I can't make it by tomorrow Jason will likely have to come
out sometime next week.
Thank you,
Courtney Spears
Assistant Major Permits Coordinator
Division of Coastal Management
Department of Environmental Quality
910 796 7426 office
courtney.soears(i-dncdenr.aov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: David King <dkin¢@foundationreoairservices.com>
Sent: Sunday, February 17, 2019 3:44 PM
To: Spears, Courtney <courtnev.soears@ncdenr.aov>
Cc: Christian Haberle <CI-Haberle(c)haberlesteel.com>; Jimmy Canady <icanadv@ntbnc.ore>; Brett Hynds
<office@holmesoe.com>
Subject: FW: [External] Fwd: Haberle - North Carolina
Courtney,
Apparently, Jason Dails is out until next week. I am working on designs for a residential repair project in N Topsail Beach.
Meanwhile, in Jason's absence can you please review the message below and see the attachments and provide any
comments or suggestions?
Any input you can provide would be much appreciated. Thank you.
Vavid7 'Kinj
2008 Gateway Blvd.
Charlotte, NC 28208
704-545-0206 Office
980-505-0896 Mobile
704-545-3354 Fax
dkinnu.foundationrepairservices.com
Spears, Courtne
From: David King<dking@foundationrepairservices.com>
Sent: Sunday, February 17, 2019 3:44 PM
To: Spears, Courtney
Cc: Christian Haberle; Jimmy Canady; Brett Hynds
Subject: FW: [External] Fwd: Haberle - North Carolina
Attachments: IMG_4209.jpg; IMG_4210jpg; IMG_4211.jpg; 416 Hampton Colony Cl Foundation
Undermine-Scour.pdf; 416 Hampton Colony Proposed Modifications.pdf; 416 Hampton
Colony CL Pile-Cap-Sketches.pdf
Courtney,
Apparently, Jason Dails is out until next week. I am working on designs for a residential repair project in N Topsail Beach.
Meanwhile, in Jason's absence can you please review the message below and see the attachments and provide any
comments or suggestions?
Any input you can provide would be much appreciated. Thank you.
oaviW7. %Kin,
2008 Gateway Blvd.
Charlotte, INC 28208
704-545-0206 Office
980-505-0896 Mobile
704-545-3354 Fax
dkingka foundationrepairservices.com
FIM
RS
REGElveo NC
;GM "%_VA1NG
FEBla2�19
From: David King
Sent: Sunday, February 17, 2019 3:30 PM
To: 'Dail, Jason' <jason.dail@ncdenr.gov>
Cc:'Christian Haberle' <CLHaberle@haberlesteel.com>;'Jimmy Canady' <jcanady@ntbnc.org>;'Brett Hynds'
<office@ holmespe.com>
Subject: RE: [External] Fwd: Haberle - North Carolina
Jason,
We wanted to present to you for review:
The proposed reinforcement/repair/rehabilitation and modifications to the existing structure at 416 Hampton Colony
Circle at N Topsail Beach. We want to make sure that all the improvements that we are proposing are acceptable and
meet all the design criteria which you would allow under FEMA and/or other regulations.
See V pdf of sketch of the undermined/scoured foundation.
Next, please examine the pdf of proposed modifications. Basically we are going to substantially reinforce/improve the 6
existing concrete piles and remove the now suspended slab which currently is a noncompliant structure. Additionally,
for the perimeter of the remaining portion of the slab which is still in contact with original bearing soils/grade we intend
to reinforce that perimeter with a below grade grade -beam.
Please see the 2 page pdf pile -cap sketches for details of the proposed pile improvements along with an elevation
sketch.
We do not want to get too far along the design and engineering process if these proposed improvements do not meet
your approval.
Please contact me at your earliest availability if you have any questions or comments; but especially let me know if you
approve of all that you see here.
Thank you very much for your attention.
Best regards,
963f47 K'm �/(
2008 Gateway Blvd.
Charlotte, NC 28208
704-545-0206 Office
980-505-0896 Mobile
704-545-3354 Fax
dkingna.foundationrcpairservices.com
FRS m
From: Dail, Jason [mailto:iason.dail@ncdenr.govl
Sent: Wednesday, January 23, 2019 8:56 AM
To: David King<dking(tfoundationreoairservices.com>
Subject: RE: [External] Fwd: Haberle - North Carolina
Please provide the information below for a determination on repair vs. replacement at the subject property.
If you have any questions or need anything else, please feel free to call.
Thank you,
Jason
15A NCAC 07J .0210 REPLACEMENT OF EXISTING STRUCTURES
Replacement of structures damaged or destroyed by natural elements, fire or normal deterioration is considered
development and requires CAMA permits. Replacement of structures shall be permitted if the replacements is
consistent with current CRC rules. Repair of structures damaged by natural elements, fire or normal deterioration is not
considered development and shall not require CAMA permits. The CRC shall use the following criteria to determine
whether proposed work is considered repair or replacement.
(1) NON -WATER DEPENDENT STRUCTURES. Proposed work is considered replacement if the cost to do the work exceeds
50 percent of the market value of an existing structure immediately prior to the time of damage or the time of request.
Market value and costs are determined as follows:
(a) Market value of the structure does not include the value of the land, value resulting from the location of the
property, value of accessory structures, or value of other improvements located on the property. Market value of the
structure shall be determined by the Division based upon information provided by the applicant using any of the
following methods:
(i) appraisal;
(ii) replacement cost with depreciation for age of the structure and quality of construction; or
(iii) tax assessed value.
(b) The cost to do the work is the cost to return the structure to its pre -damaged condition, using labor and
materials obtained at market prices, regardless of the actual cost incurred by the owner to restore the structure.
It shall include the costs of construction necessary to comply with local and state building codes and any
improvements that the owner chooses to construct. The cost shall be determined by the Division utilizing any or
all of the following:
(i) an estimate provided by a North Carolina licensed contractor qualified by license to provide an
estimate or bid with respect to the proposed work;
(ii) an insurance company's report itemizing the cost, excluding contents and accessory structures; or
(III) an estimate provided by the local building inspections office.
(2) WATER DEPENDENT STRUCTURES. The proposed work is considered replacement if it enlarges the existing structure.
The proposed work is also considered replacement if:
(a) in the case of fixed docks, piers, platforms, boathouses, boatlifts, and free standing moorings, more than 50 percent
of the framing and structural components (beams, girders, joists, stringers, or pilings) must be rebuilt in order to restore
the structure to its pre -damage condition. Water dependent structures that are structurally independent from the
principal pier or dock, such as boatlifts or boathouses, are considered as separate structures for the purpose of this Rule;
(b) in the case of boat ramps and floating structures such as docks, piers, platforms, and modular floating systems, more
than 50 percent of the square feet area of the structure must be rebuilt in order to restore the structure to its pre -
damage condition;
(c) in the case of bulkheads, seawalls, groins, breakwaters, and revetments, more than 50 percent of the linear footage
of the structure must be rebuilt in order to restore the structure to its pre -damage condition.
Jason Dail
Field Representative
NC Department of Environmental Quality
NC Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 18405
phone: (910)796-7221, Fax: (910)395-3964
Jason. Dail9Dncdenr. aoN; -5>,W0thkq ccmpam�
`E-mail correspondence to and from this address
may be subject to the North Carolina Public
Records Law and may be disclosed to third parties.
From: David King <dkina@foundationreoairservices.com>
Sent: Wednesday, January 23, 2019 8:42 AM
To: Dail, Jason <iason.dail@ncdenr.aov>
Subject: [External] Fwd: Haberle - North Carolina
Sent from my iPhone
Begin forwarded message:
From: "David King" <dkina@foundationreoairservices.com>
To: "David King" <dkina@foundationreoairservices.com>
Subject: FW: Haberle - North Carolina
From: Christian Haberle f mailto:CLHaberle@haberlesteel.coml
Sent: Thursday, December 20, 2018 9:25 AM
To: David King <dkina@foundationreoairservices.com>
Subject: FW: Haberle - North Carolina
Thank You
Christian Haberle
Haberle Steel
1946 E Cherry Lane
Souderton, Pa 18964
215.723.8848
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David T. King
2008 Gateway Blvd.
Charlotte, North Carolina 28208
Charlotte 7045454206 • Fort Mill 803.802-2477
Asheville 828-274.2101 • Mobile 980-505-0896
Fax 704-545-3354
dking®foundafionrepa ine rvices. com
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David T. King
2008 Gateway Blvd.
Charlotte, Norlh Carolina 2820E
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Asheville 828-274.2101 • Mobile 980-505-0896
Fax 704-545-3354
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