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)