Chapter 16.18 FLOOD DAMAGE PREVENTION
Section 16.18.150 Provisions for flood hazard reduction.
A. General Standards. In
all areas of special flood
hazards the following
standards are required:
1. Anchoring.
a. All new construction
and substantial
improvements shall be
anchored to prevent flotation,
collapse or lateral movement
of the structure.
b. All manufactured
homes shall be anchored to
resist flotation, collapse or
lateral movement by
providing over-the-top and
frame ties to ground anchors.
Specific requirements shall
be that:
i. Over-the-top ties be
provided at each of the four
(4) corners of the
manufactured home, with
two (2) additional ties per
side at intermediate
locations, with manufactured
homes less than fifty (50)
feet long requiring only one
(1) additional tie per side;
ii. Frame ties be provided
at each corner of the home
with five (5) additional ties
per side at intermediate
points, with manufactured
homes less than fifty (50)
feet long requiring four (4)
additional ties per side;
iii. All components of the
anchoring system be capable
of carrying a force of four
thousand eight hundred
(4,800) pounds; and
d. Any additions to the
manufactured home be
similarly anchored.
2. Construction
Materials and Methods.
a. All new construction
and substantial
improvements shall be
constructed with materials
and utility equipment
resistant to flood damage.
b. All new construction
and substantial
improvements shall be
constructed using methods
and practices that minimize
flood damage.
3. Utilities.
a. All new and
replacement water supply
systems shall be designed to
minimize or eliminate
infiltration of flood waters
into the system;
b. New and replacement
sanitary sewage systems
shall be designed to
minimize or eliminate
infiltration of flood waters
into the systems and
discharge from the systems
into flood waters; and
c. On-site waste disposal
systems shall be located to
avoid impairment to them or
contamination from them
during flooding.
4. Subdivision
Proposals.
a. All subdivision
proposals shall be consistent
with the need to minimize
flood damage;
b. All subdivision
proposals shall have public
utilities and facilities such as
sewer, gas, electrical and
water systems located and
constructed to minimize
flood damage;
c. All subdivision
proposals shall have
adequate drainage provided
to reduce exposure to flood
damage; and
d. Base flood elevation
data shall be provided for
subdivision proposals and
other proposed developments
which contain at least fifty
(50) lots or five (5) acres,
whichever is less.
5. Encroachments. Any
proposed development shall
be analyzed to determine
effects on the flood-carrying
capacity of the area of
special flood hazard as set
forth in Section 16.18.140
(A).
B. Specific Standards. In
all areas of special flood
hazards where base flood
elevation data has been
provided as set forth in
Section 16.18.140, Use of
Other Base Flood Data, the
following standards are
required:
1. Residential
Construction. New
construction and substantial
improvement of any
residential structure shall
have the lowest floor,
including basement, elevated
to or above base flood
elevation.
2. Nonresidential
Construction. New
construction and substantial
improvement of any
commercial, industrial or
other nonresidential structure
shall either have the lowest
floor, including basement,
elevated to the level of the
base floor elevation; or,
together with attendant
utility and sanitary facilities,
shall:
a. Be flood proofed so
that below the base flood
level the structure is
watertight with walls
substantially impermeable to
the passage of water;
b. Have structural
components capable of
resisting hydrostatic and
hydrodynamic loads and
effects of buoyancy; and
c. Be certified by a
registered professional
engineer or architect that the
standards of this subsection
are satisfied. Such
certification shall be
provided to the official as set
forth in Section 16.18.140
(C) (2). (PZSC § 03-08-008)
(Ord. No. 98-16, Amended,
10/21/98; Ord. No. 98-16,
Amended, 10/21/98)