HomeMy WebLinkAboutHB_14-054_SmithM
PLANNING & INSPECTIONS DEPARTMENT
Building Inspector January 6, 2015 Exemption Number — 2014-054E
Timothy Evans
Inspections@hbtownhall.com
CFM/CZ0/LP0
Rhonda Wooten
Jerry Smith
ronda@hbtownhall.com
1620 Hoppy Hill Drive
Asst.
Kni htdale NC 27545
g
Pam
Pam Powell
Pia nninglnspecUons@hbtownh
all.com
RE: EXEMPTED PROJECT - SINGLE FAMILY RESIDENCES
WITHIN THE HIGH HAZARD FLOOD AREA OF ENVIRONMENTAL
CONCERN — (15A NCAC 07K .0213)
PROJECT LOCATION/ADDRESS — 110 Seaview Drive
Dear Mr. Smith :
I have reviewed the information submitted to this office in your inquiry
concerning the necessary filing of an application for a CAMA Minor
Development Permit under the Coastal Area Management Act. After
making a site inspection on December 22, 2014 , I have determined that
the activity you propose is exempt from needing a CAMA Minor
Development Permit as long as it remains consistent with your project
drawing, dated December 3, 2014 and signed by Everett G. Graham, and
it also meets the conditions specified below. If you plans should change
and your project will no longer meet these conditions, please contact me
before proceeding.
SINGLE FAMILY RESIDENCES WITHIN THE HIGH HAZARD
FLOOD AREA OF ENVIRONMENTAL CONCERN EXEMPTED - All
single family residences, including associated infrastructure,
accessory structures or structural additions to an existing single
family structure, constructed within the High Hazard Flood Area of
Environmental Concern are exempt from the CAMA Minor Permit
requirements provided the development is consistent with all other
applicable CAMA permit standards and local land use plans and/or
rules in effect at the time the exemption is granted including the
following conditions and limitations:
RECEIVED
DCM WILMINGTON, NC
JAN 0 8 2015
110 ROTHSCHILD STREET • HOLDEN BEACH, NC 28462 • 910.842.6080 PHONE • 910-842-7003 FAX
www.hbtownhall.com
1. Development shall not be located within the Ocean Erodible or
the Inlet Hazard AEC.
2. Any building shall be constructed on pilings and comply with
the North Carolina Building Codes and the local flood damage
ordinances, as required by National Flood Insurance Program
(NFIP).
3. The development does not require any permission, licensing,
approval, certification, authorization or approval from any state
or federal agency.
4. A signed AEC hazard notice indicating that the property owner
is aware of the special risks and conditions associated with
development in this area.
5. The (4) 9'x 20' parking spaces shall remain for the life of the
structure in accordance with Town Ordinance.
6. The concrete slab under the house was submitted and approved to
be -a final elevation of 7.0
This exemption to CAMA permit requirements does not alleviate the
necessity of your obtaining any other State, Federal or Local
authorization. This exemption expires one (1) year from the date of the
letter.
Sincerely,
V &
Rhonda Wooten — LPO
Cc: Holley Snider - DCM
RECEIVED
DCM WILMINGTON. NC
JAN 0 9 2015
110 ROTHSCHILD STREET • HOLDEN BEACH, NC 28462 • 910.842.6080 PHONE • 910-842-7003 FAX
www.hbtownhall.com
prc�ro�R E
I J,1l'u'16
D
i
TOWN OF HOLDEN BEACH
EVERETT G. GRAHAM, P.E.
159 BRUNSWICK AVE EAST
HOLDEN BEACH, NC 28462
(919)622-7776
]ERRY SMITH BUILDERS
110 SEA VIEW DRIVE
HOLDEN BEACH, N.C.
TOTAL LOT AREA
4,983 SQ. Fr.
TOTAL IMPERVIOUS AREA
HOUSE AND DECKS (INC. 12" O/H)...................1,311 SQ. FT.
1311 sq ft x 1.5 / 12 = 164 cu ft of stormwater containment
required.
• Utilize gutters and downspouts draining to an EEE ZEE LAY drain
system.
• Capacity of EEE ZEE LAY system = 3.75 cu ft_/_ft.
Length of system required = 164 cu ft / 3.75 cu ft / ft = 43.7 ft.
• Round up to 50 ft.
12' Drainage Bundle With
Back -fill Corru9nted Perforated
2, P.E. Distribution Pipe
�1
Filter Cloth
Drainage Bundle i Drainage Bundle ; ,OP F �'b°',
Without Pipe Without Pipe Y9�
3; _ _ SEAL
- eta 025971
EEE ZEE LAY DETAIL ''•9E?T GF'.•`
nt5 ,5,%i ECEIVED
1 2 _ O3pCNJ�WPIVGTON, NC
JAN 0 9 205
J RRY SMITH BUILDERS
I- 0 M 010 SEA VIEW DRIVE
JA14 - 2015
TOWN OF HOLDEN BEACH
R
ml
MAG NAIL
ELEV: 5.32
_wE SEARING DISTANCE
Lt S 82'33'47" W , 19.04'
N
25 LF EEE ZEE LAY SYSTEM
NRB
ACTUAL LOCATION MAY
VARY DUE TO SITE CONDITIONSN 81-41'32" E
.1+ - 6.9
-__--_---
99.6" —�
S
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+ — — -- _
6. CONCRETE SLAB
BCPJ
--------
EB _ ___
'1'I
---- ELEVATION: 7.3'
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HOUOSE co6.1
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o +fi.6 PROPOSES
SLAB r -+6.6
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4; PROPOSED
GRAVEL
w
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---"
_ Z
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£
E.4+
__------ —
L
6.8+
L
NRB
z
`" L-- 81-50'47' W
-+
"A
6.9+ S
+6.7 g
+5.1
6.6
5 LF EEE ZEE LAY SYSTEM
LA
NIP
_99'92
8.9 7+1\ ION MAY
VARY ADUE O TO SITE CONDITIONS
_�1
+6.9 -_ --7 -------' +
CONCRETE SLAB
4 REQUIRED PARKING SPACES ELATION: 7,4'
I
PER BEACH ZONING
CODEH60FEN
NOTES:
'INFORMATION FROM A SURVEY BY GARY GURGANUS.
'00 NOT DRIVE VEHICLES OR PLACE HEAVY EQUIPMENT
OVER INFILTRATION TRENCHES.
'ALL SIDES OF THE INFILTRATION TRENCHES MUST BE
LINED WITH F!LTER FABRIC,
SCALE: 1" = 20'
SLJAL
025971
P
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RECEIVED
DCM WILMINGTON, NC
JAN 0 9 2015