Ordinance - 1999 - 332 - Repeal Paragraph H Of Subsection 10(Storm Drainage Flood Controls) - 02/23/1999ORDINANCE #332
AN ORDINANCE REPEALING PARAGRAPH H OF SUBSECTION 10 (STORM
DRAINAGE, FLOOD CONTROLS), OF SECTION 4 (IMPROVEMENTS REQUIRED),
OF CHAPTER 4 (REQUIRED IMPROVEMENTS), OF TITLE 9 (LAND
SUBDIVISIONS) OF EAGLE CITY CODE; REPEALING SECTION 8 (FLOOD
DAMAGE REDUCTION PROVISIONS), OF CHAPTER 1 (FLOOD CONTROL
REGULATIONS), OF TITLE 10 (FLOOD CONTROL) OF EAGLE CITY CODE; AND
ENACTING A NEW SECTION 8 (FLOOD DAMAGE REDUCTION PROVISIONS), OF
CHAPTER 1 (FLOOD CONTROL REGULATIONS), OF TITLE 10 (FLOOD
ORDINANCE) OF EAGLE CITY CODE, PROVIDING FOR THE FOLLOWING
SUBSECTIONS: 10-1-8-1 GENERAL BUILDING REQUIREMENTS, 10-1-8-2
ANCHORING, 10-1-8-3 WATER AND SEWER SYSTEMS, 10-1-8-4 SUBDIVISIONS, 10-
1-8-5 SPECIFIC STANDARDS, AND 10-1-8-6 APPLICABILITY; PROVIDING A
SEVERANCE CLAUSE; AND PROVIDING AN EFFECTIVE DATE
WHEREAS the City of Eagle proposes to repeal paragraph "H" of Subjection "10"
(Storm Drainage, Flood Controls), of Section "4" (Improvements Required), of Chapter "4"
(Required Improvements), of Title "9" (Land Subdivisions) of Eagle City Code to eliminate the
prohibition of certain developments within the flood plain; and
WHEREAS the City of Eagle proposes to repeal paragraph Section "8" (Flood Damage
Reduction Provisions) including subsections, of Chapter "1" (Flood Control Regulations), of
Title "10" (Flood Control) of Eagle City Code; and
WHEREAS the City of Eagle proposes to enact a new Section "8" (Flood Damage
Reduction Provisions) including subsections, of Chapter "1" (Flood Control Regulations), of
Title "10" (Flood Control) of Eagle City Code to provide additional development regulations for
certain developments within the flood plain; and
WHEREAS the City of Eagle finds that the development regulations herein are in
accordance with the findings of fact and purpose of Eagle City Code Section 10-1-1.
NOW, THEREFORE, BE IT ORDAINED, by the Mayor and City Council of the City of
Eagle, Idaho as follows:
Section 1: Eagle City Code Section 9-4-1-10 (H), is hereby repealed as follows:
'rill c pe.,,riri_ d major watcrwaya, and the 50 year
fie odp # for 1AiZ3' fiteEwayG.
Section 2: Eagle City Code Section "8" (Flood Damage Reduction Provisions), of
Chapter "1" (Flood Control Regulations), of Title "10" (Flood Control) is repealed in its entirety
and a new Section "8" (Flood Damage Reduction Provisions), of Chapter "1" (Flood Control
Regulations), of Title "10" (Flood Control) is hereby enacted as follows:
10-1-8: FLOOD DAMAGE REDUCTION PROVISIONS:
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In all areas of special flood hazards the standards as set forth in this Section shall be
required.
10-1-8-1: GENERAL BUILDING REQUIREMENTS:
A. Review of Building Permits: Where elevation data is not available, either through the
Flood Insurance Study or from another authoritative source, applications for building
permits shall be reviewed to assure that proposed construction will be reasonably safe
from flooding. The test of reasonableness is a local judgment and includes use of
historical data, high water marks, photographs of past flooding, and any other relevant
factors, where applicable. Failure to elevate at least two feet (2') above grade in these
zones may result in higher insurance rates.
B. Construction Materials and Methods: All new construction and substantial
improvements shall be constructed with materials and utility equipment resistant to
flood damage and using methods and practices that minimize flood damage.
C. Electrical, heating, ventilation, plumbing, and air-conditioning equipment and other
service facilities, shall be designed and/or otherwise elevated or located so as to
prevent water from entering or accumulating within the components during
conditions of flooding.
10-1-8-2: ANCHORING:
A. All new construction and substantial improvements shall be anchored to prevent
floatation, collapse or lateral movement of the structure.
B. All manufactured homes must likewise be anchored to prevent floatation, collapse or
lateral movement, and shall be installed using methods and practices that minimize
flood damage. Anchoring methods may include, but are not limited to, use of over -
the -top or frame ties to ground anchors (Reference FEMA's "Manufactured Home
Installation in Flood Hazard Areas" guidebook for additional techniques).
10-1-8-3: WATER AND SEWER SYSTEMS:
A. All new and replacement water supply systems and 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.
B. On-site waste disposal systems shall be located to avoid impairment of them or
contamination from them during flooding; and
C. All sewer and water systems shall be approved by District Health Department or the
Idaho Department of Health and Welfare.
10-1-8-4: SUBDIVISIONS :
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,
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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 all subdivision proposals and other
proposed development located within any area of special flood hazard.
10-1-8-5: SPECIFIC STANDARDS:
In all cases of special flood hazards where base flood elevation data has been provided as
set forth in Section 10-1-6 of this Chapter, the provisions of this Section shall be
required:
A. Residential Construction:
1. Connection to a central sewage treatment system shall be required. This
requirement may be waived by the City Council if the Central District Health
Department recommends approval of an alternate method of sewage treatment and
disposal. Residential development within the flood plain may be clustered
(through approval of a PUD) to facilitate the economics of the sewage
infrastructure.
2. New construction and substantial improvement of any residential structure shall
have the finish floor elevation of the lowest floor, including basement, elevated to
a minimum of two feet (2') above the base flood elevation.
3. Fully enclosed areas below the lowest floor that are subject to flooding are
prohibited, or shall be designed to automatically equalize hydrostatic flood forces
on exterior walls by allowing for the entry and exit of floodwaters. Designs for
meeting this requirement must either be certified by a registered professional
engineer or architect or must meet or exceed the following minimum criteria:
a. A minimum of two (2) openings having a total net area of not less than one
square inch for every square foot of enclosed area subject to flooding shall be
provided.
b. The bottom of all openings shall be no higher than one foot (1') above grade.
c. Openings may be equipped with screens, louvers, or other coverings or
devices provided that they permit the automatic entry and exit of floodwaters.
B. Nonresidential Construction: New construction and substantial improvement of any
commercial, industrial or other nonresidential structure shall either have the finish
floor elevation of the lowest floor, including basement, elevated to two feet (2') above
the base flood elevation; or, together with attendant utility and sanitary facilities,
shall:
1. Be floodproofed to a point two feet (2') above the base flood elevation so that the
structure is watertight with walls substantially impermeable to the passage of
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water;
2. Have structural components capable of resisting hydrostatic and hydrodynamic
loads and effects of buoyancy; and
3. Be certified by a registered professional engineer or architect that the design and
methods of construction are in accordance with accepted standards of practice for
meeting provisions of this subsection based on their development and/or review of
the structural design, specifications and plans. Such certifications shall be
provided to the official as set forth in subsection 10-1-9 (A) of this Chapter.
4. Nonresidential structures that are elevated, not floodproofed, must meet the same
standards for space below the lowest floor as described in subsection 10-1-8-5
(A).
5. Applicants floodproofmg nonresidential buildings shall be notified that flood
insurance premiums will be based on rates that are one foot (1') below the
floodproofed level (e.g. a building constructed to the base flood level will be rated
as one foot [1'] below that level).
C. Manufactured Homes: All manufactured homes to be placed or substantially
improved within Zones A1-30, AH, and AE shall be elevated on a permanent
foundation such that the finish floor elevation of the lowest floor of the manufactured
home is two feet (2') above the base flood elevation and be securely anchored to an
adequately anchored foundation system in accordance with the provisions of
subsection 10-1-8-2 (B). (Ord. 115, 5-12-87)
D. Floodways: Located within areas of special flood hazard established in Section 10-1-6
of this Chapter, are areas designated as floodways. Since the floodway is an
extremely hazardous area due to the velocity of flood waters which carry debris,
potential projectile and erosion potential, the following provisions apply:
1. Encroachments, including fill, new construction, substantial improvement and
other development, are prohibited unless certification by a registered professional
engineer or architect is provided demonstrating that encroachments shall not result
in any increase in flood levels during the occurrence of the base flood.
2. If paragraph 1 above is satisfied, development within the floodway shall comply
with all applicable flood hazard reduction provisions of this Section 10-1-8.
3. The placement of any mobile homes, as defined in Section 8-1-2, is prohibited.
(Ord. 82, 12-14-82)
4. All buildings shall be set back a minimum of fifty (50) feet from the floodway
line except that when the area of special flood hazard boundary is fifty (50) feet or
less from the floodway line, the boundary line shall be the setback line.
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5. Where setback from the floodway line is less than one hundred (100) feet but
more than fifty (50) feet, compensating measures shall be designed to protect a
fifty (50) foot wide access strip for emergency construction equipment.
Compensating measures shall be constructed as designed and certified by a
professional engineer.
6. Compensating excavation in accordance with an engineered plan for orderly
conveyance of floodwater, or equivalent mitigating measures may be performed
in the floodway when certified by a registered professional engineer or architect.
Mitigation design shall include provisions to prevent relocation or diversion of
flow paths from causing increased jeopardy to any off site property at any level of
flooding from the one-year flood up to the base flood. Maintenance provisions for
excavated areas prone to fill from sediment and other debris shall follow the
requirements of Section 9-3-2-5 (C) for private streets.
7. In the design of public and private parks and open space areas, fixed structures or
equipment that would impede floodwaters shall not be permitted within the
floodway.
8. Any non-floodway area surrounded by the Floodway shall be subject to the
conditions of the foregoing Items 1 through 6, unless such area is accessed by at
least one road with suitable structures or culverts to pass flood waters. If a bridge
is required, it shall be elevated one foot (1') above the base flood elevation, have
scour -resistant footings extending to five feet (5') below the bottom of the channel
and be capable of supporting an H-15 load as defined by the American
Association of State Highway and Transportation Officials (AASHTO).
E. All Subdivision Proposals and Development Permit Applications shall provide a map
and detailed narrative describing any abutting or on-site man-made topographic
features, current or proposed, that increase flood damage potential above the natural
level, including road fills and other man-made embankments, prior stream
channelization, existing and/or proposed landscaping features, and evident
agricultural land leveling that has altered the flood plain from its original topography.
F. For fill placed in the flood plain:
1. Development within the area of special flood hazard shall result in no net loss in
natural storage. Grading plans shall show that existing natural storage volume in
the flood plain, as bounded by the existing surface topography and the base flood
elevation surface, shall not be reduced from the current quantity. Post -
development storage volumes will be calculated from the post -development flood
elevation for the base flood event. Depressions which will be filled with ground
water and sections of the flood plain which are restricted from floodwater
conveyance due to roads built above the base flood elevation shall not be
considered when determining storage volumes. Development within the DDA,
TDA or CEDA Design Review Overlay areas shall not be subject to the
provisions of this paragraph.
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2. The slope of fill adjacent to the floodway line, hereinafter called the floodway
boundary slope, shall not be steeper than five (5) horizontal to one (1) vertical.
Where a 5:1 slope is not feasible due to lot dimensions, compensating measures to
protect against floodway encroachment through erosion shall be constructed as
designed and certified by a professional engineer, architect, or landscape architect.
3. The floodway boundary slope shall be maintained in groomed perennial turf or
equivalent low ground cover vegetation not taller than 12 inches to provide
protection from erosion. Porous stonework or other durable surfacing may be
used in lieu of ground cover vegetation for design enhancement on floodway
boundary slopes.
4. Elevation certificates or equivalent documentation required by the building
official shall be required for all buildings or development in such filled zones,
regardless of any subsequent LOMA: Letter of Map Amendment or LOMR:
Letter of Map Revision issued by the FEMA: Federal Emergency Management
Administration.
G. Roadways and manholes within the flood plain shall be a minimum of one-half foot
(0.5') above base flood elevation at center line and manhole ring respectively.
H. New roads built above the base flood elevation shall not restrict conveyance of
floodwater into sections of the flood plain that may be cut off by the proposed road.
Culverts or bridges shall be provided under roads to maintain existing natural storage
areas in the watershed to reduce flood damage.
I. Except for required berms, open areas such as parks, golf courses, greenbelt areas,
parking lots, etc., within the area of special flood hazard shall be designed and
operated so that they may flood and maintain existing natural storage capacity for
waters during the base flood event. Levees or berms shall not be used for flood
control.
J. Plans for development within the floodplain showing construction and post
construction Best Management Practices (BMP's) conforming to the Catalog of
Storm Water Best Management Practices for Idaho Cities and Counties shall be
submitted for approval before any grading or other construction activities commence;
K. When a new flood study is provided by the developer:
1. The study shall be performed using the US Army Corps of Engineers Hydrologic
Engineering Center's HEC -2, HEC -RAS (River Analysis System), or equivalent
programs to calculate water surface elevations.
2. The study report shall include field survey data and relevant bench marks used as
basis of calculations as cross sections, stream profile and plan showing cross
section locations.
3. The study report shall attach HEC -2, HEC -RAS, or equivalent input and output
reports as appendix.
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4. Any floodway or flood plain modification shall not be effective until approved by
FEMA.
5. The study shall include a reach of stream extending beyond the property
boundaries of the development upstream and downstream not less than twice the
average width of floodway on or adjacent to the development property, or as
approved by Zoning Administrator.
10-1-8-6: APPLICABILITY:
A. The requirements of Section 10-1-8-5, paragraphs A, B, and C, that finish floors be a
minimum of two feet (2') above Base Flood Elevation and the correlating
modifications for floodproofing of non-residential structures shall become effective
upon passage for all new building permits for new construction or substantial
improvement.
B. The requirements of Section 10-1-8-5, Flood Damage Reduction Provisions, in effect
at the time of receipt by the City of a preliminary plat application shall apply for
subsequent development of those lots.
C. All other provisions of this Ordinance shall apply to any development application
received subsequent to the effective date.
Section 3: The provisions of this Ordinance are hereby declared to be severable and if any
provision of this act or the application of such provision to any person or circumstance is
declared invalid for any reason, such declaration shall not affect the validity of remaining
portions of this ordinance.
Section 4: That this Ordinance, or a summary thereof in compliance with Section 50-
901A, Idaho Code, shall be published once in the official newspaper of the City, and shall take
effect immediately upon its passage, approval, and publication.
Approved and adopted this 23`x day of February, 1999.
Mayor Rick Yzag
ATTEST:
Sharon Smith, Eagle City Clerk
j
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H:.COUNCIL•Ordinances.Ord. 332.doc
SUMMARY OF
ORDINANCE NO. 332
AN ORDINANCE REPEALING PARAGRAPH H OF SUBSECTION 10 (STORM
DRAINAGE, FLOOD CONTROLS), OF SECTION 4 (IMPROVEMENTS REQUIRED),
OF CHAPTER 4 (REQUIRED IMPROVEMENTS), OF TITLE 9 (LAND
SUBDIVISIONS) OF EAGLE CITY CODE; REPEALING SECTION 8 (FLOOD
DAMAGE REDUCTION PROVISIONS), OF CHAPTER 1 (FLOOD CONTROL
REGULATIONS), OF TITLE 10 (FLOOD CONTROL) OF EAGLE CITY CODE; AND
ENACTING A NEW SECTION 8 (FLOOD DAMAGE REDUCTION PROVISIONS), OF
CHAPTER 1 (FLOOD CONTROL REGULATIONS), OF TITLE 10 (FLOOD
ORDINANCE) OF EAGLE CITY CODE, PROVIDING FOR THE FOLLOWING
SUBSECTIONS: 10-1-8-1 GENERAL BUILDING REQUIREMENTS, 10-1-8-2
ANCHORING, 10-1-8-3 WATER AND SEWER SYSTEMS, 10-1-8-4 SUBDIVISIONS, 10-
1-8-5 SPECIFIC STANDARDS, AND 10-1-8-6 APPLICABILITY; PROVIDING A
SEVERANCE CLAUSE;
A summary of the principal provisions of Ordinance No. 332 of the City of Eagle, Ada
County, Idaho, adopted on February 25, 1998, is as follows:
Section 1: Repeals Eagle City Code Section 9-4-1-10 (H) which prohibited development
in a floodplain.
Section 2: Repeals Eagle City Code Section "8" (Flood Damage Reduction Provisions),
of Chapter "1" (Flood Control Regulations), of Title "10" (Flood Control) in its entirety and
enacts a new Section "8" (Flood Damage Reduction Provisions), of Chapter "1" (Flood Control
Regulations), of Title "10" (Flood Control) as follows:
10-1-8: FLOOD DAMAGE REDUCTION PROVISIONS: This provision makes the
entire section eight (8) areas of special flood hazard applicable.
10-1-8-1: GENERAL BUILDING REQUIREMENTS: The provisions of this section set
the standards for construction when elevation data is not available and requires reasonable
safeguards based on a local evaluation.
10-1-8-2: ANCHORING: The provisions of this section require that all new construction,
manufactured homes and substantial improvements shall be anchored to prevent floatation,
collapse or lateral movement of the structure.
10-1-8-3: WATER AND SEWER SYSTEMS: The provisions of this section require
water and sewer systems to avoid infiltration from or discharge into flood waters and require
approval of the District Health Department or the Idaho Department of Health and Welfare.
Page - 1 -
10-1-8-4: SUBDIVISIONS: This section requires subdivisions to minimize flood damage
by protecting utilities, requiring adequate drainage and requiring flood elevation data.
10-1-8-5: SPECIFIC STANDARDS: The provisions of this section set specific standards
for residential and non-residential development.
The residential requirements include connection to central sewer unless the Health District
provides a waiver; elevation of two (2) feet above base flood elevation; and design criteria for
fully enclosed lowest floors subject to flooding.
Non residential requirements include elevation of two (2) feet above base flood level or
flood proofing approved by an architect or engineer.
Manufactured homes must be elevated to two (2) feet above base flood elevation and
secured anchoring.
This section also establishes criteria for floodways, including certification that no increase
in flood levels will result; prohibits placement of manufactured homes in floodway; and a
minimum setback of fifty (50) feet from the floodway is required.
Lastly, fill in the floodplain shall result in no net loss in natural storage; slopes adjacent to
floodway line shall not exceed 5 to 1; boundary slopes shall be landscaped; roadways shall be at
least 1/2 foot above base flood level and not restrict flood waters; and new flood water studies
shall meet the standards of the US Army Corps of Engineers Hydrologic Engineering Center's
HEC -2, HEC -RAS (River Analysis System), or equivalent programs to calculate water surface
elevations.
10-1-8-6: APPLICABILITY:
A. The requirements of Section 10-1-8-5, paragraphs A, B, and C, that finish floors be a
minimum of two feet (2') above Base Flood Elevation and the correlating
modifications for floodproofing of non-residential structures shall become effective
upon passage for all new building permits for new construction or substantial
improvement.
B. The requirements of Section 10-1-8-5, Flood Damage Reduction Provisions, in effect
at the time of receipt by the City of a preliminary plat application shall apply for
subsequent development of those lots.
C. All other provisions of this Ordinance shall apply to any development application
received subsequent to the effective date.
Section 3: States that the provisions of Ordinance No. 332 are declared to be
severable, and that if any provision or application of such provision to any person or
circumstance is declared invalid for any reason, such declaration shall not affect the validity of
remaining portions of Ordinance No. 332.
Page - 2 -
Section 4: States that Ordinance No. 332 shall take effect and be in force from and
after its passage, approval, and publication as required by law. Provides that a summary of
Ordinance No. 332 may be published in lieu of the entire ordinance in compliance with
Section 50-901A, Idaho Code.
The full text of Ordinance No. 332 is available at City Hall and will be provided to any
citizen upon personal request during normal office hours.
DATED as of the 1st day of March, 1999.
ATTEST:
a ft
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6G3q
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'zist\A%-eff?Pv. 6Q'0 CERTIFICATION OF CITY ATTORNEY
��4;� Cif 191'7"
I;" endersigned City Attorney for and legal advisor to the City of Eagle, Idaho,
hereby certify that I have read the foregoing Summary of Ordinance No. 332 of the City of
Eagle and that the same is true and complete and provides adequate notice to the public of the
contents of said Ordinance.
CITY OF EAGLE
Ada County, Idaho
DATED as of the 1st day of March, 999.
City Attorney/
Page - 3 -
The Valley News, P.O. Bo "'99, Meridian, Idaho 83680
Affidavit of Publication
STATE OF IDAHO
COUNTY OF ADA
Tim Frates
} ss.
Summary of Ordinance No. 332
TITLE OF PUBLICATION
City of Eagle
PLAINTIFF OR LEGAL AGENT
. being duly sworn,
deposes and says:
That I am the Publisher of THE VALLEY NEWS, a
weekly newspaper published in Meridian, in the County of Ada and State of
Idaho; that said newspaper has been and is in general circulation in the county
aforesaid, and in the vicinity of Meridian; that the advertisement, a copy of which
is attached hereto, was published in said newspaper once a week for 1
consecutive weeks in the regular and entire issue of said paper during the
period and time of publication, and was published in the newspaper proper and
not a .supplement; that said paper has been established and regularly published for
more than seventy-eight consecutive weeks prior to the date of first publication of
said advertisement.
Such notice was published in the issue beginning with
19 99 and ending with the issue of March 3
19 99
X
STATE OF IDAHO
COUNTY OF ADA
March 3
On this 1 day of April in the year of 1999 before me, a Notary
Public, personally appeared Tim Frates . known or identified
to me to he the person whose name subscribed to the within instrument, and
being by me first duly sworn, declared that the statements therein are true, and
ackno T W"t that he/she executed the
W1
A Residing at
'' �[11qk�r €' ssion expires
Notary Public for Idaho
STATEMENT
Valley News
Meridian, Idaho
Number of Lines 95 Lines
Number of Insertions 1
95 Lines @ $1.50 $ 142.50
Lines @ $1.25 $
TOTAL COST
Copy of Notice
(First Copy)
SUMMARY OF
ORDINANCE NO. 332
AN ORDINANCE REPEALING
PARAGRAPH H OF SUBSECTION
10 (STORM DRAINAGE, FLOOD
CONTROLS), OF SECTION 4
(IMPROVEMENTS REQUIRED),
OF CHAPTER 4 (REQUIRED
IMPROVEMENTS), OF TITLE 9
(LAND SUBDIVISIONS) OF
EAGLE CITY CODE; REPEALING
SECTION 8 (FLOOD DAMAGE
REDUCTION PROVISIONS), OF
CHAPTER 1 (FLOOD CONTROL
REGULATIONS), OF TITLE 10
(FLOOD CONTROL) OF EAGLE
CITY CODE; AND ENACTING A
NEW SECTION 8 (FLOOD DAM-
AGE REDUCTION PROVISIONS),
OF CHAPTER 1 (FLOOD CON-
TROL REGULATIONS), OF TITLE
10 (FLOOD ORDINANCE) OF
EAGLE CITY CODE, PROVIDING
FOR THE FOLLOWING SUBSEC-
TIONS: 10-1-8-1 GENERAL
BUILDING REQUIREMENTS, 10-
1-8-2 ANCHORING, 10-1-8-3
WATER AND SEWER SYSTEMS,
10-1-8-4 SUBDIVISIONS, 10-1-8-5
SPECIFIC STANDARDS, AND 10-
1-8-6 APPLICABILITY; PROVID-
ING A SEVERANCE CLAUSE;
A summary of the principal provi-
sions of Ordinance No. 332 of the
City of Eagle, Ada County, Idaho,
adopted on February 25, 1998, is as
follows:
Section 1: Repeals Eagle City
Code Section 9-4-1-10 (11) which
prohibited development in a flood-
plain.
Sec((ifl 21• Repeals Eagle City
Code 9t t, oit 8 ' (Flood Damage
Redaction Provisions), of Chapter "1"
(Flood Control Regulations), of Title
"10" (Flood Control) in its entirety
and enacts a new Section "8" (Flood
Damage Reduction Provisions), of
Chapter "1" (Flood Control Regula-
tions), of Title "10" (Flood Control)
as follows:
10-1-8: FLOOD DAMAGE
REDUCTION PROVISIONS: This
provision makes the entire section
eight (8) areas of special flood hazard
applicable.
10-1-8-1: GENERAL BUILDING
REQUIREMENTS: The provisions
of this section set the standards for
construction when elevation data is
not available and requires reasonable
safeguards based on a local evalua-
tion.
10-1-8-2: ANCHORING: The
provisions of this section require that
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