HomeMy WebLinkAbout6.4 Floodplain Mgmt Ordinance ' CITY OF DUBLIN
AGENDA STATEMENT
City Council Meeting Date: August 24, 1987
SUBJECT: Public Hearing: Ordinance Relating to Floodplain Management
EXHIBITS ATTACHED: 1) Draft Ordinance
2) Copies of the Flood Insurance Study and Flood Insurance
Rate Map will be available at the City Council meeting.
RECOMMENDATION: 1) Open Public Hearing
(b&2) Receive Staff presentation and public testimony
3) Question Staff and the public
1 4) Close Public Hearing and deliberate
5) Waive reading and introduce ordinance relating to
floodplain management
FINANCIAL STATEMENT: No cost associated with adopting of ordinance
DESCRIPTION:
The City of Dublin adopted the County of Alameda's floodplain management
ordinance by reference when the City was incorporated in 1982. In May of 1987, the
Department of Water Resources advised the City that changes had been made in some of
the rules governing the National Flood Insurance Program. These changes necessitate
adoption of a new ordinance.
This ordinance sets forth regulations governing use of property and
construction of improvements within flood hazard areas, as they are determined by the
Federal Emergency Management Agency and the National Flood Insurance Program. The
Building Official is designated as Floodplain Administrator and is appointed by this
ordinance to grant or deny development permits within areas of special flood hazard.
Staff recommends that the City Council waive the reading and introduce
the ordinance.
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ITEM NO. �Q. COPIES TO: Matt Hilling, Dept. of Water
Resources
ORDINANCE NO. —87
AN ORDINANCE OF THE CITY OF DUBLIN
RELATING TO FLOODPLAIN MANAGEMENT
The City Council of the City of Dublin does ordain as follows:
SECTION 1.0
FINDINGS OF FACT,
PURPOSE AND METHODS
1.1 FINDINGS OF FACT.
A. The flood hazard areas of the City of Dublin are subject to periodic
inundation which results in loss of life and property, health and
safety hazards, disruption of commerce and governmental services,
extraordinary public expenditures for flood protection and relief,
and impairment of the tax base, all of which adversely affect the
public health, safety, and general welfare.
B. These flood losses are caused by the cumulative effect of
obstructions in areas of special flood hazards which increase flood
heights and velocities, and when inadequately anchored, damage uses
in other areas. Uses that are inadequately floodproofed, elevated or
otherwise protected from flood damage also contribute to the flood
loss.
1.2 STATEMENT OF PURPOSE. It is the purpose of this ordinance to promote the public
health, safety, and general welfare, and to minimize public and private losses due to
flood conditions in specific areas by provisions designed:
A. To protect human life and health.
B. To minimize expenditure of public money for costly flood
control projects.
C. To minimize the need for rescue and relief efforts associated
with flooding and generally undertaken at the expense of the
general public.
D. To minimize prolonged business interruptions.
E. To minimize damage to public facilities and utilities such as
water and gas mains, electric, telephone and sewer lines,
streets and bridges located in areas of special flood hazard.
F. To help maintain a stable tax base by providing for the second
use and development of areas of special flood hazard so as to
minimize future flood blight areas.
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G. To .insure that potential buyers `are notifie&.that property is
in an area of special •flood hazard.`,
H. To insure that those who occupy the areas' of 'special flood
hazard assume responsibility for their actions. '
1.3 METHODS OF REDUCING FLOOD LOSSES. In order to accomplish •its purposes, this
ordinance includes methods and provisions for: `
A. Restricting or, prohibiting uses which are dangerous to health,
safety, and property due to water or erosion hazards, or which
result in damaging increases in erosion or flood heights or
velocities.
B. Requiring that uses vulnerable to floods, including facilities
which serve such uses, be protected against flood damage at the
time of initial construction.
C. Controlling the alteration of natural flood plains, stream
channels, and natural protective barriers, which help
accommodate or channel flood waters.
D. Controlling filling, grading, dredging, and other development
which may increase flood damage.
E. Preventing or regulating the construction of flood barriers
which will unnaturally divert flood waters or which may
increase flood hazards in other areas.
SECTION 2.0
DEFINITIONS
Unless specifically defined below, words or phrases used in this ordinance
shall be interpreted so as to give them the meaning they have in common usage and to
give this ordinance its most reasonable application.
"Appeal" means a request for a review of the Floodplain Administrator's
interpretation of any provision of this ordinance or a request for a variance.
"Area of Special Flood Hazard" - See "Special Flood Hazard Area."
"Base Flood" means the flood having a one percent chance of being equalled or
exceeded in any given year (also called the "100-year flood").
"Basement" means any area of the building having its floor subgrade (below
ground level) on all sides.
"Breakaway Walls" are any type of walls, whether solid or lattice, and whether
constructed of concrete; masonry, wood, metal, plastic, or any other suitable
building material which is not part of the structural support of the building and
which is designed to break away under abnormally high tides or wave action without
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causing any damage to the structural integrity of the building on-which they are used
or any buildings to which they might be carried by flood waters. A breakaway wall
shall have a safe design loading resistance of not less than ten and no more than
twenty pounds per square foot. Use of breakaway walls must be certified by a
registered engineer or architect and shall meet the following conditions:
1. Breakaway wall collapse shall result from a water load less than that which
would occur during the base flood.
2. The elevated portion of the building shall not incur any structural damage
due to the effects of wind and water loads acting simultaneously in the event of the
base flood.
"Development" means any man-made change to improved or unimproved real estated,
including but not limited to buildings or other structures, mining, dredging,
filling, grading, paving, excavation, or drilling operations.
"Flood or Flooding" means a general and temporary condition of partial or
complete inundation of normally dry land areas from (1) the overflow of flood waters,
(2) the unusual and rapid accumulation or runoff of surface waters from any source,
and/or (3) the collapse or subsidence of land along the shore of a lake or other body
of water as a result of erosion or undermining caused by waves or currents of water
exceeding anticipated cyclical levels or suddenly caused by an unusually high water
level in a natural body of water, accompanied by a severe storm, or by an
unanticipated force of nature, such as flash flood or an abnormal tidal surge, or by
some similarly unusual and unforeseeab le event which results in flooding as defined
in this definition.
"Flood Boundary and Floodway Map" means the official map on which the Federal
Insurance Administration has delineated both the areas of flood hazard and the
floodway.
"Flood Insurance Rate Map (FIRM)" means the official map on which the Federal
Emergency Management Agency or Federal Insurance Administration has delineated both
the areas of special flood hazards and the risk premium zones applicable to the
community.
"Flood Insurance Study" means the official report provided by the Federal
Insurance Administration that includes flood profiles, the FIRM, the Flood Boundary
and Floodway Map, and the water surface elevation of the base flood.
"Floodplain or Flood Prone Area" means any land area susceptible to being
inundated by water from any source (see definition of "Flooding).
"Floodplain Management Regulations" means zoning ordinances, subdivision
regulations, building codes, health regulations, special purpose ordinances (such as
floodplain ordinance, grading ordinance, and erosion control ordinance) and other
applications of police power. The term describes such state or local. regulations in
any combination thereof, which provide standards for the purpose of flood damage
prevention and reduction.
Page 3
"Floodproofing" means any combination of structural and nonstructural
additions, changes, or adjustments to structures which reduce or eliminate flood
damage to real estate or improved real property, water and sanitary facilities,
structures and their contents.
"Floodway" means the channel of a river or other watercourse and the adjacent
land areas that must be reserved in order to discharge the base flood without
cumulatively increasing the water surface elevation more than one foot. Also
referred to as "Regulatory Floodway."
"Functionally dependent use" means a use which cannot perform its intended
purpose unless it is located or carried out in close proximity to water. The term
includes only docking facilities, port facilities that are necessary for the loading
and unloading of cargo or passengers, and ship building and ship repair facilities,
but does not include long-term storage or related manufacturing facilities.
"Highest Adjacent Grade" means the highest natural elevation of the ground
surface prior to construction next to the proposed walls of 'a structure.
"Lowest Floor" means the lowest floor of the lowest enclosed area (including
basement). An unfinished or flood resistant enclosure, usable solely for parking of
vehicles, building access or storage in an area other than a basement area is not
considered a building's lowest floor; provided, that such enclosure is not built so
as to render the structure in violation of the applicable non-elevation design
requirements of this ordinance.
"Manufactured Home" means a structure, transportable in one or more sections,
which is built on a permanent chassis and is designed for use with or without a
permanent foundation when connected to the required utilities. For floodplain
management purposes, the term "Manufactured Home" also includes park trailers, travel
trailers, and other similar vehicles placed on a site for greater than 180
consecutive days.
"Manufactured Home Park or Subdivision" means a parcel (or contiguous parcels)
of land divided into two or more manufactured home lots for sale or rent.
"Mean Sea Level" means, for purposes of the National Flood Insurance Program,
the National Geodetic Vertical Datum (NGVD) of 1929 or other datum, to which base
flood elevations shown on a community's Flood Insurance Rate Map are referenced.
"New Construction" means, for floodplain management purposes, structures for
which the "start of construction" commenced on or after the effective date of a
floodplain management regulation adopted by this community.
"One Hundred Year Flood" or "100 Year Flood" means a flood which has a one
percent annual probability of being equalled or exceeded. It is identical to the
"base flood" which will be the term used throughout this ordinance.
"Person" means an individual or his agent, firm, partnership, association or
corporation, or agent of the aforementioned groups, or this state or its agencies or
political. subdivisions.
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"Remedy a Violation" means to bring the structure or other development into
compliance with State or local floodplain management regulations, or, if this is not
possible, to reduce the impacts of its noncompliance. Ways that impacts may be
reduced include protecting the structure or other affected development from flood
damages, implementing the enforcement provisions of the ordinance or otherwise
deterring future similar violations, or reducing Federal financial exposure with
regard to the structure or other development.
"Riverine" means relating to, formed by, or resembling a river (including
tributaries), stream, brook, etc.
"Special Flood Hazard Area (SFHA)" means an area having special flood or
flood-related erosion hazards, and shown on an FHBM or FIRM as Zone A, A0, Al-30, AE,
A99.
"Start of Construction" includes substantial improvement, and means the date
the building permit was issued, provided the actual start of construction, repair,
reconstruction, placement, or other improvement was within 180 days of the permit
date. The actual start means either the first placement of permanent construction of
a structure on a site, such as the pouring of slab or footings, the installation .of
piles, the construction of columns, or any work beyond the stage of excavation; or
the placement of a manufactured home on a foundation. Permanent construction does
not include land preparation, such as clearing, grading, and filling; nor does it
include the installation of streets and/or walkways; nor does it include excavation
for a basement, footings, piers, or foundations or the erection of temporary forms;
nor does it include the installation on the property of accessory buildings, such as
garages or sheds not occupied as dwelling units or not part of the main structure.
"Structure" means a walled and roofed building, including a gas or liquid
storage tank, that is principally above ground, as well as a manufactured home.
"Substantial Improvement" means any repair, reconstruction, or improvement of a
structure, the cost of which equals or exceeds 50 percent of the market value of the
structure either:
1) Before the improvement or repair is started, or
2) If the structure has been damaged, and is being restored, before the damage
occurred.
For the purposes of this definition, "substantial improvement" is considered to occur
when the first alteration of any wall, ceiling, floor, or other structural part of
the building commences, whether or not that alteration affects the external
dimensions of the structure. The term does not, however, include either either:
1) Any.project for improvement of a structure to comply with existing state or
local health, sanitary, or safety code specifications which are solely
necessary to assure safe living conditions; or
2) Any alteration of a structure listed on the National Register of Historic
Places or a State Inventory of Historic Places.
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"Variance" means a grant of relief from the requirements of this ordinance
which permits construction in a manner that would otherwise be prohibited by this
ordinance.
"Violation" means the failure of a structure or other development to be fully
compliant with the community's floodplain management regulations. A structure or
other development without the elevation certificate, other certifications, or other
evidence of compliance required in this ordinance is presumed to be in violation
until such time as that documentation is provided.
SECTION 3.0
GENERAL PROVISIONS
3.1 LANDS TO WHICH THIS ORDINANCE APPLIES. ' This ordinance shall apply to all areas
of special flood hazards, within the jurisdiction of the City of Dublin.
3.2 BASIS FOR ESTABLISHING THE AREAS OF SPECIAL FLOOD HAZARD. The areas of special
flood hazard identified by the Federal Emergency Management Agency or the Federal
Insurance Administration in a scientific and engineering report entitled "Flood
Insurance Study for City of Dublin" dated August 3, 1983, with an accompanying Flood
Insurance Rate Map, is hereby adopted by reference and declared to be a part of this
ordinance. This Flood Insurance Study is on file at the City of Dublin Offices, 6500
Dublin Blvd. , Dublin, CA 94568. This Flood Insurance Study is the minimum area of
applicability of this ordinance and may be supplemented by studies for other areas
which allow implementation of this ordinance and which are recommended to the City of
Dublin by the Floodplain Administrator.
3.3 COMPLIANCE. No structure or land shall hereafter be constructed, located,
extended, converted, or altered without full compliance with the terms of this
ordinance and other applicable regulations. Violations of the provisions of this
ordinance by failure to comply with any of its requirements (including violations of
conditions and safeguards established in connection with conditions) shall constitute
a misdemeanor. Nothing herein shall prevent the City Council from taking such lawful
action as is necessary to prevent or remedy any violation.
3.4 ABROGATION AND GREATER RESTRICTIONS. This ordinance is not intended to repeal,
abrogate, or impair any existing easements, covenants, or deed restrictions.
However, where this ordinance and another ordinance, easement, covenant, or deed
restriction conflict or overlap, whichever imposes the more stringent restrictions
shall prevail.
3.5 INTERPRETATION. In the interpretation and application of this ordinance, all
provisions shall be:
A. Considered as minimum requirements.
B. Liberally construed in favor of the governing body.
C. Deemed neither to limit nor repeal any other powers granted under
state statutes.
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3.6 WARNING AND DISCLAIMER OF LIABILITY. The degree of flood protection required by
this ordinance is considered reasonable for regulatory purposes and is based on
scientific and engineering considerations. Larger floods can and will occur on rare
occasions. Flood heights may be increased by man-made or natural causes. This
ordinance does not imply that land outside the areas of special flood hazards or uses
permitted within such areas will be free from flooding or flood damages. This
ordinance shall not create liability on the part of the City of Dublin, any officer
or employee thereof, or the Federal Insurance Administration, for any flood damages
that result from reliance on this ordinance or any administrative decision lawfully
made thereunder.
3.7. SEVERABILITY. This ordinance and the various parts thereof are hereby declared
to be severable. Should any section of this ordinance be declared by the courts to
be unconstitutional or invalid, such decision shall not affect the validity of the
ordinance as a whole, or any portion thereof other than the section so declared to be
unconstitutional or invalid.
SECTION 4.0
ADMINISTRATION
4.1 ESTABLISHMENT OF DEVELOPMENT PERMIT. A Development Permit shall be obtained
before construction or development begins within any area of special flood hazards,
established in Section 3.2. Application for a Development Permit shall be made on
forms furnished by the Floodplain Administrator any may include, but not be limited
to: plans in duplicate drawn to scale showing the nature, location, dimensions, and
elevation of the area in question; existing or proposed structures, fill, storage of
materials, drainage facilities; and the location of the foregoing. Specifically, the
following information is required:
A. Proposed elevation in relation to mean sea level, of the lowest floor
(including basement) of all structures.
B. Proposed elevation in relation to mean sea level to which any
structure will be floodproofed.
C. All appropriate certifications listed in Section 4.3D of this
ordinance.
D. Description of the extent to which any watercourse will be altered or
relocated as a result of proposed development.
4.2 DESIGNATION OF THE FLOODPLAIN ADMINISTRATOR. The Building Official is hereby
appointed to administer and implement this ordinance by granting or denying
development permits in accordance with its provisions.
4.3 DUTIES AND RESPONSIBILITIES OF THE FLOODPLAIN ADMINISTRATOR. The duties and
responsibilities of the fl.00dplain administrator shall include, but not be limited
to:
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A. Permit Review.
1. Review all development permits to determine that the permit
requirements of this ordinance have been satisfied.
2. All other required state and federal permits have been
obtained.
3. The site is reasonably safe from flooding.
4. The proposed development does not adversely affect the carrying
capacity of the floodway. For purposes of this ordinance,
"adversely affects" means that the cumulative effect of the
proposed development when combined with all other existing and
anticipated development will not increase the water surface
elevation of the base flood more than one foot any point.
B. Use of Other Base Flood Data. When base flood elevation data has not
been provided in accordance with Section 3.2, the Floodplain
Administrator shall obtain, review, and reasonably utilize any base
flood elevation and floodway data available from a Federal, State, or
other source, in order to administer Section 5.0. Any such
information shall be submitted to the City Council for adoption.
C. Whenever a watercourse is to be altered or relocated:
1. Notify adjacent communities and the California Department of
Water Resources prior to such alteration or relocation of a
watercourse, and submit evidence of such notification to the
Federal Insurance Administration.
2. Require that the flood carrying capacity of the altered or
relocated portion of said watercourse is maintained.
D. Obtain and maintain for public inspection and make available as
needed:
1. The certification required in Section 5.1C.1 (floor
elevations).
2. The certification required in Section 5.1.C.2.c.
3. The certification required in Section 5.1.C.3.a. or 5.1.C.3.b.
4. The certified elevation required in Section 5.3.B (subdivision
standards).
5. The certification required in Section 5.5.A (floodway
encroachments).
E. Make interpretations where needed, as to the exact location of the
boundaries of the areas of special flood hazards (for example, where
there appears to be a conflict between a mapped boundary and actual
Page 8
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field conditions). The-.person'contesting lthe' location of ,the
boundary shall be given a .reasonable-'opportunity' to`appeal.the
interpretation as provided in Section.6.0.`,"' >',. : '
F. Take action to remedy violations- of this ordindnce .as specified in
Section 3.3 herein.
SECTION 5.0
PROVISIONS FOR FLOOD HAZARD REDUCTION
5.1 STANDARDS OF CONSTRUCTION. In all areas of special flood hazards the following
standards are required:
A. Anchoring.
1. All new construction and substantial improvements shall be
anchored to prevent flotation, 'collapse or lateral movement of
the structure resulting from hydrodynamic -and hydrostatic
loads, including the effects of buoyancy. .
2. All manufactured homes shall meet the anchoring standards of
Section 5.4.
B. Construction Materials and Methods.
1. All new construction and substantial improvements shall be
constructed with materials and utility equipment resistant to
flood damage.
2. All new construction and substantial improvements shall be
constructed using methods and practices that minimize flood
damage.
3. All new construction and substantial improvements shall be
constructed with electrical, heating, ventilation, plumbing,
and air conditioning .equipment and other service facilities
that are designed and/or located so as to prevent water from
entering or accumulating within the components during
conditions of flooding.
C. Elevation and Floodproofing.
1. New construction and substantial improvement of any structure
shall have the lowest floor, including basement, elevated to or
above the base flood elevation. Nonresidential structures may
meet the standards in Section 5.1.C.3. Upon the completion of
the structure the elevation of the lowest floor, including
basement, shall be certified by a registered professional
engineer or surveyor, or verified by the community building
inspector to be properly elevated. Such certification or
verification shall be provided to the Floodplain Administrator.
Page 9
2. Nonresidential construction shall either be elevated in
conformance with Section 5.1.C.1 or together with attendant
utility and sanitary facilities:
a. Be floodproofed 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.
c. Be certified by a registered professional engineer
or architect that the standards of this subsection
are satisfied. Such certifications shall be
provided to the Floodplain Administrator.
3. Require, for all new construction and substantial improvements,
that fully enclosed areas below the lowest floor that are
subject to flooding 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 meet or exceed the
following minimum criteria.
a. Either a minimum of two 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. The
bottom of all openings shall be no higher
than one foot above grade. Openings may be
equipped with screens, louvers, valves, or
other coverings or devices provided that they
permit the automatic entry and exit of
floodwaters, or
b. Be certified to comply with a local
floodproofing standard approved by the
Federal Insurance Administration.
4. Manufactured homes shall also meet the standards in Section
5.4.
5.2 STANDARDS FOR UTILITIES.
A. All new and replacement water supply and sanitary sewage systems
shall be designed to minimize or eliminate infiltration of flood
waters into the system and discharge from systems into flood waters.
B. On-site waste disposal systems shall be located to avoid impairment
to them or contamination from them during flooding.
Page 10
5.3 STANDARDS FOR SUBDIVISIONS.
A. All preliminary subdivision proposals shall identify the flood hazard
area and the elevation of the base flood.
B. All final subdivision plans will provide the elevation of proposed
structure(s) and pads. If the site is filled above the base flood,
the final pad elevation shall be certified by a registered
professional engineer or surveyor and provided to the Floodplain
Administrator.
C. All subdivision proposals shall be consistent with the need to
minimize flood damage.
D. All subdivision proposals shall be consistent with the need to
minimize flood damage.
E. All subdivisions shall provide adequate drainage to reduce exposure
to flood hazards.
5.4 STANDARDS FOR MANUFACTURED HOMES. A11 new and replacement manufactured homes
and additions to manufactured homes shall:
A. Be elevated so that the lowest floor is at or above the base flood
elevation.
B. Be securely anchored to a permanent foundation system to resist
flotation, collapse, or lateral movement.
5.5 FLOODWAYS. Located within areas of special flood hazard established in Section
3.2 are areas designated as floodways. Since the floodway is an extremely hazardous
area due to the velocity of flood waters which carry debris, potential projectiles,
and erosion potential, the following provisions apply:
A. Prohibit encroachments, including fill, new construction, substantial
improvements, and other development 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 discharge.
B. If Section 5.5.A is satisfied, all new construction and substantial
improvements shall comply with all other applicable flood hazard
reduction provisions of Section 5.
SECTION 6.0
VARIANCE PROCEDURE
6.1 APPEAL BOARD
A. The City Council of the City of Dublin shall hear and decide appeals
and requests for variances from the requirements of this ordinance.
Page 11
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B. The City Council shall hear and decide appeals when it is alleged
there is an error in any requirement, decision, or determination made
by the Floodplain Administrator in the enforcement or administration
of this ordinance.
C. In passing upon such applications, the City Council shall consider
all technical evaluations, all relevant factors, standards specified
in other sections of this ordinance, and
1. The danger that materials may be swept onto other lands
to the injury of others.
2. The danger of life and property due to flooding or
erosion damage.
3. The susceptibility of the proposed facility and its
contents to flood damage and the effect of such damage on
the individual owner.
4. The importance of the services provided by the proposed
facility to the community.
5. The necessity to the facility of a waterfront location
where applicable.
6. The availability of alternative locations for the
proposed use which are not subject to flooding or erosion
damage.
7. The compatibility of the proposed use with existing and
anticipated development.
8. The relationship of the proposed use to the comprehensive
plan and floodplain management program for that area.
9. The safety of access to the property in time of flood for
ordinary and emergency vehicles.
10. The expected heights, velocity, duration, rate of rise,
and sediment transport of the flood waters expected at
the site.
11. The costs of providing governmental services during and
after flood conditions, including maintenance and repair
of public utilities and facilities such as sewer, gas,
electrical, and water system, and streets and bridges.
Page 12
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D. Generally, variances may be issued for new construction and
substantial improvements to be erected on a lot of one-half acre or
less in size contiguous to and surrounded by lots with existing
structures constructed below the base flood level, providing items
6.1.C.1 through 6.1.C.11 have been fully considered. As the lot size
increases beyond one-half acre, the technical justification required
for issuing the variance increases.
E. . Upon consideration of the factors of Section 6.1.0 and the purposes
of this ordinance, the City Council may attach such conditions to the
granting of variances as it deems necessary to further the purposes
of this ordinance.
F. The Floodplain Administrator shall maintain the records of all appeal
actions and report any variances to the Federal Insurance
Administration upon request. ,
6.2 CONDITIONS FOR VARIANCES.
A. Variances may be issued for the reconstruction, rehabilitation, or
restoration of structures listed in the National Register of Historic
Places or the State Inventory of Historic Places, without regard to
the procedures set forth in the remainder of this section.
B. Variances shall not be issued within any designated floodway if any
increase in flood levels during the base flood discharge would
result.
C. Variances shall only be issued upon a determination that the variance
is the minimum necessary, considering the flood hazard, to afford
relief.
D. Variances shall only be issued upon:
1. A showing of good and sufficient cause.
2. A determination that failure to grant the variance would result
in exceptional hardship to the applicant.
3. A determination that the granting of a variance will not result
in increased flood heights, additional threats to public
safety, extraordinary public expense, create nuisances, cause
fraud on or victimization of the public, or conflict with
existing local laws or ordinances.
E. Variances may be issued for new construction and substantial
improvements and for other development necessary for the conduct of a
functionally dependent use provided that the provisions of Sections
6.2.A through 6.2.D are satisfied and that the structure or other
development is protected by methods that minimize flood damages
during the base flood and create no additional threats to public
safety.
Page 13
F. Any applicant to whom a variance is 'granted 'shall'be given-written
notice that the structure will be permitted to ..be built with.a lowest
floor elevation below the regulatory flood elevation and that the
cost of flood insurance will be commensurate with the increased risk
resulting from the reduced lowest floor elevation.: A copy of the
notice shall be recorded by the Floodplain.Board in the office of the
Recorder of the County of Alameda and shall be recorded in a manner
so that it appears in the chain of title of the affected parcel of
land.
SECTION 7.0
SUPERCESSION
7.1 SUPERSEDE ALAMEDA COUNTY CODE. This ordinance shall supersede the provisions of
Chapter 8 of Title 7 of the Alameda County Code, as adopted by Dublin Ordinance No.
82-13.
SECTION 8.0
POSTING OF ORDINANCE
The City Clerk of the City of Dublin shall cause this Ordinance to be posted in
at least three (3) public places in the City of Dublin in accordance with Section
36933 of the Government Code of the State of California.
PASSED AND ADOPTED by the City Council of the City of Dublin on this day
of , 1987.
AYES:
NOES:
ABSENT:
Mayor
ATTEST:
City Clerk
Page 14
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PI �� 'y �+ COMMUNITY NU141BER OG0705 g
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TABLE OF CONTENTS .
Page
1.0 INTRODUCTION.. ... . . . . . . . . . . . . . .. . . . . . . . . . . . . .. . .. . . . . . .. . . . . . . . . . . 1
1.1 Purpose of Study... . . :::=: . . . . . . . .. .... ... . . . . . . . . . . . . . . . 1
1.2 Authority and Acknowledgments. .. . . . 1 _
1.3 Coordination. . . . .. . . . . . .. .. . . . .. . . ........ . . . . ... . . . . . . . . . .
" is
2.0 AREA STUDIED... . . . . . . . . . . .... . . . . . . . . . . . . . . . . . ... . . . . . . . .. .. . . . . . . 2
2.1 Scope of Study.. . . . .. . . . . . . . . . :.. . . . 2
2.2 Community Description.. . . . . . ... .. .... .. . ..... . .. . . ..... . . .. �2
2.3 Principal Flood Problems.. . . . . . . . . . . . . .... .. . . . . . . . . . . . . . . . 4
2.4 Flood Protection Measures.. .. . . . . . .. . .. . .... .. . . . . .. . . . . . . . 4
3.0 ENGINEERING METHODS..* . . . . . . . . . . . . . . . . . . .. . . .. .. .. . .. . . . . . . . . . . . . . 5 _
3.1 Hydrologic Analyses.. . .. .. . . . . . .. . . . ... . ... . 5
3.2 Hydraulic Analyses.. . . . . . . . . . . . . . . . .. . . ..... . . . : .. . . . . . . 6
4.0 FLOOD PLAIN MANAGEMENT APPLICATIONS.. . . . . . .. . .. . . . . . .. .. . . . . . . . . . 8
4.1 Flood Boundaries.. . . . . . .. . . . . . . . . . . . . .. . . . . . . . . . . .. . . . . . . . . 9
4.2 Floodways. . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . .. . . . 9
5.0 INSURANCE APPLICATION.. . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . 9
5.1 Reach Determinations.. . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . 10
5.2 Flood Hazard Factors.. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . 10
5.3 Flood Insurance Zones.. . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . 12
• 5.4 Flood Insurance Rate Map Description... . . . . . . . . . . . . . . . . . . . . 12
6.0 OTHER STUDIES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . 13
7.0 LOCATION OF DATA.. . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . 13
8.0 BIBLIOGRAPHY AND REFERENCES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
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---TABLE OF CONTENTS (Cont'd)
r , Page
. . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . ., , .
FIGURES
Figure 1 - Vicinity'Map.::::. . ... .. . .... . . . . . . .. .. . . ...
. . .. . . . . . . .. . . . . .
TABLES
Table 1 - Summary of Discharges.. . . . . . . . . . . . . . . . . . . 7
Table 2 —Flood Insurance`Zone'Data. . . . . .. . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . 11
EXHIBITS
Exhibit 1 - Flood Profiles
Line J-1 Panels 01P-02P
'Line'J-2. . . Panel 03P
Line J=3 - Panel ' 04P
Line F-4 Panel 05P
Dublin Creek Panel 06P
Chabot Canal _ _._.. . ___ Panel 07P .
Exhibit 2 -'Flood Insurance Rate Map
ii
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FLOOD INSURANCE STUDY
1.0 INTRODUCTION
1.1 Purpose of Study
This Flood Insurance Study investigates the existence and severity
of flood hazards in the City of Dublin, Alameda County, California,
and aids in the administration of the National Flood Insurance Act
of. 1968 and the Flood Disaster Protection Act of 1973. This study
will be used to convert Dublin to the regular program of flood
insurance by the Federal Emergency Management Agency. Local and
regional planners will use this study in their efforts to promote
sound flood plain management.
In some states or communities, flood plain management criteria or
regulations may exist that are more restrictive or comprehensive
than those on which these federally supported studies are based.
These criteria take precedence over the minimum Federal criteria
for purposes of regulating development in the flood plain, as set
forth in the Code of Federal Regulations at 44 CFR, 60.3. In such
cases, however, it shall be understood that the State (or other
jurisdictional agency) shall be able to explain these requirements
and criteria.
1.2 Authority and Acknowledgments
The source of authority for this Flood Insurance Study is t e
National Flood Insurance Act of 1968, as amended.
This Flood Insurance Study was prepared by Dames & Moore, for the
Federal Emergency Management Agency, under Contract No. C-0542,
using hydrologic and hydraulic analyses performed by the Develop-
ment and Resources Corporation. This work, which was completed in
March 1976 covered all significant flooding sources affecting the
City of Dublin.
1.3 Coordination
Throughout the production of this study, the staff of the Alameda
County Flood Control and Water Conservation District provided
significant assistance to the study contractor.
Additional coordination was established with the Alameda County
Planning Department, the Alameda County Department of Public Works,
the National Climatic Center, the National Weather Service, the
U.S. Geological Survey, the California Department of Water Resources,
and the California Department of Transportation.
1
2.0 AREA STUDIED
2.1 Scope of Study
This Flood Insurance Study covers the incorporated areas of the
City of Dublin, Alameda County, California. The area of study is
shown on the Vicinity Map (Figure 1) .
Streams studied by detailed methods were Alamo Canal; South San
Ramon Creek; Alamo Creek; Lines J1, J2, J3, J4, J5, and F4; Dublin
Creek; and Chabot Canal in .the Alameda Creek drainage basin.
2.2 Community Description
The City of Dublin, incorporated in April .1982, is located in north-
central Alameda County in west-central California. The corporate
limits encompass an area of 4.1 square miles (Reference 1) . Dublin
is bordered by the City of Pleasanton to the south, .unincorporated
areas of Alameda County to the east and west, and Contra Costa
County to the north. San Francisco is approximately 30 miles west
of Dublin.
The population in 1982 was approximately 15,000 (Reference 1) .
Dublin is divided by the Southern Pacific Railroad and Interstate
Highway 680. The southern corporate limits follow Interstate
Highway 580.
The historical development of :Dublin is typical of west-central
California.. Alameda County was once occupied by Indians of the
Penutian family. In the early 19th century, ranches and farms
were established by Spanish and Mexican settlers. In 1834, Jose
Maria Amador built the first houses and shops in what is now Dublin
(Reference 1) . In the mid-1800s, some of the. immigrants initially
drawn to California by the gold rush started small villages in the
area, and in 1853 Alameda County was founded.
The Alameda Creek basin covers an area of approximately 700 square
miles within Alameda, Santa Clara, and Contra Costa Counties.
Alameda Creek originates in Santa Clara County and follows a north-
west route through the hills of the Coast Range in Alameda County,
crosses the flat San Francisco Bay plain, and discharges into San
Francisco Bay. Tributaries in the Alameda Creek basin flow through
narrow canyons in the hills, traverse the Livermore-Amador Valley,
and empty into Arroyo De La Laguna. Arroyo De La Laguna carries
the combined flows into Alameda Creek, which it joins near Sunol.
The climate in Dublin is characterized by warm, dry summers and
mild, wet winters. The average annual temperature is approximately
59°F (Reference 2) . Rainfall is the chief form of precipitation,
although snow falls occasionally. Precipitation in the Alameda
Creek basin ranges from 12 to 36 inches (Reference 2) .
2
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APPROXIMATE SC
FEDERAL EMERGENCY MANAGEMENT AGENCY _ '' • SCALE"
����" *,".- -°• � a
2000 0 2000 4000 6000
cm FEETr
c CITY OF DUBLIN, CA ._..,:...•:...._.,:��_.,..n.�,.,..v..., �..w,.. ...,•. �`'�`�
',�°, (ALAMEDA CO.) VICINITY MAP
t......a.du);T"•"v a.. ,. _.h..t+... :....:... .1. ..s✓.0 fit.. t ♦ 1 '' - ,.....: ^ `. r..m. ro N ., a s. i T ..a �i.r<..._.. r. ..
....._.>_.._:_._ _ .,..�.. .... ..1�.. ..• �...a... 3...;�..�wnn�n., r ^+�::�M;%+'�r.i,...,;ks .ie.�o-:.a�•';...•. AY.i.«. rx�� ,.,..�i..-
Natural vegetation consists chiefly of grasses, with oak trees
found in valleys and hillside gullies, and on north- and east-
facing slopes. Laurel and alder trees are abundant in canyon
bottoms, and willows are common along watercourses.
Flood plain areas in Dublin have' residential, commercial, and
recreational development.
2.13 Principal Flood Problems
Factors that induce flooding in Dublin are winter storms of heavy
rainfall, a steep topography, and constricted flows. Storms of
wide areal distribution originate over the Pacific Ocean in the
winter and develop with the frontal lifting of air masses along the
hills of the Coastal Range.
Concentration of storm runoff is rapid in the areas of steep slope
found in the middle and upper portions of the Alameda Creek basin.
Many tributaries are ephemeral and have. narrow channels that cannot
accommodate higher flows. Numerous stream crossings . been
built that also constrict heavy flows. . In some parts of the Alameda
watershed, buildings have encroached upon the flood plains. Flood
plain development and constriction of channels cause elevated
floodflows that result in increased flood damage.
Large floods occurred in the Alameda Creek watershed in 1862 and
1911. More recently, large floods took place in 1950, with
estimated damages of $1,100,000; in 1952, with damages estimated
at $1,500,000; in 1955, with damages of approximately $3,700,000;
and in 1958, with approximately $1,850,000 in damages (Reference 3) .
Numerous less-damaging floods took place from 1863 to 1888; from
1889 to 1910 five major floods and five less-damaging floods
occurred. Between 1912 and 1945 two major floods and 16 less
damaging floods occurred.
Flood damages still occur along major tributaries of Alameda Creek.
In 1962, flooding in the unincorporated areas of Alameda County,
in combination with mud slides and gale winds, causes the region
to be declared an emergency area. A later flood was described in
a newspaper account from the Hayward Daily Review, December 23,
1964 (Reference 4) , as having knocked out power, flooded homes,
and closed roads after a heavy storm dropped 3 inches of rain on
Alameda County.
In January 1970, flooding throughout Alameda County closed roads
and caused creek banks to erode.
2.4 Flood Protection Measures
The U.S. Army Corps of Engineers has constructed local flood control
projects that include channel improvements.
4
The Alameda County Flood Control and Water Conservation District
owns and operates dams in the Alameda Creek watershed and maintains
a number of flood control channels.
Alamo Canal, an unlined trapezoidal channel along the lower 2.6
miles of Alamo Creek, was constructed by the district in 1965 and
extended after 1970. The design capacity of this canal is 9,400
cubic feet per second (cfs) . The South San 'Ramon Canal, a 1.1
mile unlined trapezoidal channel that empties into Alamo Canal,
was also built by the district. The design discharge at U.S.
Highway 50 is 5,900 cfs.
The Alameda County Planning Commission has considered draft amend-
ments to the General Plan that include policies for curbing develop-
ment of flood plains in the county. Policies have already been
adopted by the commission to discourage development of county open
space land, including some of the flood plain areas. . The Planning
Commission has designated portions of the flood plains of most
creeks in the study "connecting open space corridors" (Reference 5) .
Such corridors, generally strips of land along streams, are to be
set aside for scenic driving routes or trails.
3.0 ENGINEERING METHODS
For the flooding sources studied in detail in the community, standard
hydrologic and hydraulic study methods were used to determine the flood
hazard data required for this study. Flood events of a magnitude which
are expected to be equalled or exceeded once on the average during any
10-, 50-, 100-, or 500-year period (recurrence interval) have been
selected as having special significance for flood plain management and
for flood insurance premium rates. These events, commonly termed the
10-, 50-, 100-, and 500-year floods, have a 10, 2, 1, and 0.2 percent
chance, respectively, of being equalled or exceeded during any year.
Although the recurrence interval represents the long term average period
between floods of a specific magnitude, rare floods could occur at short
intervals or even within the same year. The risk of experiencing a rare
flood increases when periods greater than 1 year are considered. For
example, the risk of having a flood which equals or exceeds the 100-year
flood (1 percent chance of annual occurrence) in any 50-year period is
approximately 40 percent (4 in 10) , and, for any 90-year period, the
risk increases to approximately 60 percent (6 in 10) . The analyses
reported here reflect flooding potentials based on conditions existing
in the community at the time of completion of this study. Maps and flood
elevations will be amended periodically to reflect future changes.
3.1 Hydrologic Analyses
Hydrologic analyses were carried out to establish the peak discharge-
frequency relationships for floods of the selected recurrence
intervals for each flooding source studied in detail affecting the
community.
5
The Arroyo De La Laguna basin constitutes the northern portion of
the Alameda Creek basin upstream of Sunol. All of the streams
studied in detail are located in the Arroyo De La Laguna basin.
In the Arroyo De La Laguna basin, streamflow gage records were
insufficient .to develop peak-flow frequency .curves. - The procedure
followed was to use the available gages on Arroyo De -La Laguna at
Verona and on Arroyo Mocho at Livermore and.Pleasanton as control
points. Through the use of historical storms, unit hydrographs
were derived at each of these locations. Then,- using regional
relationships of the lag to basin physical parameters, unit hydro-
graphs were derived at all locations where flow frequency curves
were desired.
Loss rates were derived for each storm in accordance with the
Alameda County Flood Control and Water Conservation District
procedures. -The range of losses are as follows:
10-year 0.30 to 0.14 inches per hour
50-year .0.23 to 0.13 inches per hour
100-year 0.22 to 0.12 inches per hour
500-year 0.16 to 0.06 inches per hour
Rainfall frequency data developed by the California Department of
Water Resources were used and a rainfall-runoff model was developed
using the computer program HEC-1 (Reference 6) . Applying the
derived unit hydrographs, the adopted loss ranges, and rainfall for
storms with frequencies of 10, 50, 100, and 500 years, a peak
flow-frequency curve was developed at each of the selected locations.
Frequency curves were first. adopted for the control points at the
streamflow gages and frequency curves for adjacent subbasins were
smoothed so as to result in a family of frequency curves for each
basin.
Peak discharge-drainage area relationships for streams studied in
detail are shown in Table 1.
3.2 Hydraulic Analyses
Analyses of the hydraulic characteristics of the flooding sources
studied in the .community were carried out to provide estimates of
the elevations of floods of the selected recurrence intervals along
each of these flooding sources.
The procedure used in the hydraulic analyses began with analyzing
available mapping, including maps .prepared by county and private
agencies and U.S. Geological Survey topographic maps, and from
this data a preliminary map study was made of the streams to be
studied in detail.
6.
Table 1. Summary of Discharges -
Drainagd,Area Peak 'Discharges (Cubic •Feet per Second)',
Flooding Source (Square Miles); 10-Year.' 50-Year 100-Year 500-Year -
Alamo Canal ''30.0 i > 1,300 .'.3•,000 '?� 3;'800! 5;5W
s
41:0: 2,300 `;' vi 5,150 ;,6,4W
9;450
42.0 2,400 :I, 5;250 .6,600 9;550,
South San Ramon Creek 1,230:0 . 300 1,300 1;700 2,5004
Alamo Creek 14730.0 'P `~ 750 ,, ? 1,650 2,150 2 950
h 'J 4.,
rr
Line 'J=1 2.2" :< 225 � :.,.475 600- ;� 850 '.
4.2 425 x-`925 1',125;' 1;5W
r- 1 .
4.6: '• .. 475 '. - 1;050 1;150 _ 1,850)
Line J-2 0.4 40 ;, ;'130 N 160 cv 260 .
� - - .. '., is .,. ,; "; �• - �s es'
Line J-3 2.1: y 210 `� 465 555, '� t� 810
_ :�
Line J-4 0.4' 50 110 135:_ 200.
1: u. 3
-Line J-5 ` . - 0.9. 140 _' 280 '? ? 330 J,480'
Dublin Creek "' 1.1 190 :�- 380 " 460' c' 680 ,
3.2 460 ; ! 960 " '" 1 1604 V 710) F
4.... `' 4.1''. s 520 eT. 20 `
1:,,380' `r�• 2;000
Chabot can 3.1 230 '; 530 `° < 600' ;-
_. 330 r c: 950 !,) .. �� 1;110. ;Lr 1;650 . N
,. _ .(. �• ! F �. ...�^ �: 1. .. {" i., !fit {� .•'-j
0.
LI
o
Next, a field reconnaissance was conducted to investigate stream
channels, obvious problem areas, channel and overbank roughness,
flow restrictions, and structures such. as bridges," culverts, and
levees.
Topographic data and mapping, including stream channel cross
sections, and structure dimensions .and elevations were compiled
from a variety of sources, and additional field surveys were
conducted where necessary. Then, as-built construction plans for
all water control structures, channel modifications, bridges,
culverts, and related facilities were compiled and reviewed
(Reference 7) .
A physical description of each channel was prepared and the invert
and bank profiles were plotted. Controlling water-surface elevations
were then determined. From these, water-surface profiles for events
of 10, 50, 100, and 500 years were calculated using standard engi-
neering procedures, including the use of the computer model HEC-2
(Reference 8) , where applicable. -
The Manning flow formula was used in the computation of flow
profiles. Channel roughness factors for channel and overbank
areas (Manning's "n") were estimated based on field observations,
review of photographs, review of previous studies, and comparison
with other areas. Roughness coefficients vary widely throughout
the study area. Channel configuration (whether natural or manmade) ,
vegetation, land use in the overbank area adjacent to the channel,
and other physical parameters all have an effect on flow. Values
for roughness coefficients ranged from 0.014 to efficient concrete-
lined channels to 0.045 for difficult natural channels with exten-
sive undergrowth and from 0.035 to 0.050 for overbank areas.
Locations of selected cross sections used in the hydraulic analyses
are shown on the Flood Profiles (Exhibit 1) .
No profiles are shown for Alamo Canal, South San Ramon Creek, and
Alamo Creek (flooding contained in channel) , for areas inundated
by overland flows (Line J-5) ; and for Line J-4 (all backwater from
Line J-3) .
All elevations are referenced to the National Geodetic Vertical
Datum of 1929 (NGVD) . Elevation reference marks used in the study
are shown on the maps.
4.0 FLOOD PLAIN MANAGEMENT APPLICATIONS
The National Flood Insurance Program encourages State and local govern-
ments to adopt sound flood plain management programs.. Therefore, each
Flood Insurance Study includes a flood boundary map designed to assist
communities in developing sound flood plain management measures.
8
4.1 Flood Boundaries
In order to provide a national standard without:regional discrimina-
tion, the 100-year flood has been adopted by the Federal Emergency
Management Agency as the base flood for purposes.of flood plain
management measures. The 500-year flood is employed to indicate
additional areas of flood risk in the community. ., For each stream
studied in detail, the boundaries of the 100-year and the 500-year
floods have been delineated .using the flood elevations determined
at each cross section; between cross sections, the boundaries have
been interpolated .using a wide variety of topographic information
assembled in a way to adequately define elevations along the
channels and in the flood plains. A detailed list of the data
sources for each channel appears in Sources of Channel Data (Refer-
ence 7) . A detailed listing of mapping sources can be found in
this data (Reference 7) .
Flood boundaries are indicated on the Flood Insurance Rate Map
(Exhibit 2) . On this map, the 100-year flood boundary corresponds
to the boundary of the areas of special flood hazards (Zones Al,
A4, and A8) ; and the 500-year flood boundary corresponds to the
boundary of the areas of moderate flood hazards (Zone B) . In cases
where the 100- and 500-year flood boundaries -are close together,
only the 100-year flood boundary has been shown. Small areas within
the flood boundaries may lie above the flood elevations and, there-
fore, not be subject to flooding; owing to limitations of the map
scale, such areas are not shown.
For stream channels designated as "Zone A contained in channel", the
100-year flood boundaries are based on the existing channel align-
ment and right-of-way.
4.2 Floodways
The floodway is the channel of a stream plus any adjacent flood
plain areas that must be kept free of encroachment in order that
the 100-year flood may be carried without substantial increases in
flood heights.
No floodway was determined for Alamo Canal; South San Ramon Creek;
Alamo Creek; Lines J-2, J-4, J-5, and F-4; and Dublin Creek because
100-year flooding is contained within the channel banks. No flood-
way was shown for Line J-1, Line J-3, and Chabot Canal because the
computed floodway was found to be coincident within the channel.
5.0 INSURANCE APPLICATION
In order to establish actuarial insurance rates, the Federal Emergency
Management Agency has developed a process to transform the data from the
engineering study into flood insurance criteria. This process includes
9
. .
the determination of reaches, Flood Hazard Factors, and flood i000cauoe �
zone designations for each flooding 000zoe studied in detail affecting
the City of Dublin. ' '
'
5.1 Reach Determinations '
Reaches are defined as lengths of watercourses having relatively
the same flood hazard, based ou 'tbe average weighted difference in
water-surface elevations between the lO- and 100-year floods. This
difference does not have a variation greater than tba' indicated
in the following table for more than 20 percent of the reach:
Average Difference Between
10--and 100-Year Floods Variation |
----------
Iaaa than 2 feet 0.5 foot
2 to 7 feet 1.0 toot
7.1 to 12 feet ' 2.0 feet
More than 12 feet 3.0 feet
The locations of the reaches determined for the flooding sources
of Dublin are shown on the Flood Profiles (Exhibit l) and
oonunacioed in Table 2,
For obaooelo designated "Zone A contained in channel" no reach
determinations were made. Reach determinations, which were made
for insurance purposes, would have no relevance in a defined
channel.
5.2 Flood Hazard Factors (F8Fo)
The F8F is the Federal Emergency Management Agency device used to
correlate flood information with insurance rate tables. Correla-
tions between property damage from floods and their F8F are used
to set actuarial ivaozauoe premium rate tables based on F8Fo from
OOS to ZOO.
The F8F for a reach is the average weighted difference between the
lO- and 100-year flood water-surface elevations expressed to the
nearest one-half foot, and shown as a three-digit code. For example, �
if the difference between water-surface elevations of the lO- and
100-year floods is 0,7 foot, the F8F is 005/ if the difference is
1.4 feet, the F8F is 015; it the difference is 5.0 feet, the FBF
is OSO. When the difference* between the lO- and 100-year water-
surface elevations is greater than lO'O feet, accuracy for the F8F
is to the nearest foot.
Flood Hazard Factors are derived from standard reach determinations,
therefore, they do not apply for Alamo Canal; South Sao Ramon Creek;
Alamo Creek; and Lines J-2, J-4, J-5, and F-4'
0
|
ELEVATION DIFFERENCE FLOOD BASE FLOOD
1 BETWEEN 1% (100-YEAR) FLOOD AND -
FLOODING SOURCE PANEL HAZARD ZONE ELEVATION 3
10% 2% 0.2% FACTOR (FEET NGVD)
(10-YEAR) (50-YEAR) (500-YEAR)
Line J-1
Reach 1 0001 -4.2 -1.2 1.5 040 A8 Varies - See Map
Reach 2 0001 -2.0 -0.7 0.7 020 A4 Varies - See Map
Line J-3
Reach 1 0001 -2.1 -0.6 1.2 020 , A4 Varies - See Map
Chabot Canal
Reach 1 0001 -0.4 -0.2 1.0 005 Al: Varies - See Map
Reach 2 0001 -2.2 -0.4 0.5 020 A4 Varies - See Map
1 2 3
Flood Insurance Rate Map Panel Weighted Average Rounded to Nearest Foot
FEDERAL EMERGENCY MANAGEMENT AGENCY
FLOOD INSURANCE ZONE DATA
a
vo
r— CITY OF DUBLIN, CA
r^ (ALAMEDA CO.) LINE J-1-LINE J-3-CHABOT CANAL
fV
_.�....�_n.«.,..a:..._'.«�_ _..,.->a v .. ...- .._.. .. __..�.,,.F.q........,.,r«:�l.,ti:.1..x..:�c:.w:+"r..a.,.......,o..:�e,.:...>4..:kJ.!t�ui°�..C..sr•�L✓f�x:,i..., a&c .'n�a..xnr.+...e6:+.._...rA....rw.. .,�....rr�..»....,...«._.i
5.3 Flood Insurance Zones
After the determination of reaches and their. respective FHFs, the
entire incorporated area of Dublin was divided into zones, each
having a specific flood potential or hazard. Each zone was assigned
one of the following flood insurance zone designations: '
Zone A: Special Flood Hazard Areas inundated by
the 100-year flood, determined by approx-
imate methods; no base flood elevations
shown or FHFs determined.
Zones Al, A4, and A8: Special Flood Hazard Areas inundated -by
the 100-year flood, determined by detailed
methods; base flood elevations shown,
and zones subdivided according to FHFs.
Zone B: Areas between the Special Flood Hazard
Areas and the limits of the 500-year
flood, including areas of the 500-year
flood plain that are protected from the
100-year flood by -dike, levee, or 'other
water control structure; also areas
subject to certain types of 100-year
shallow flooding .where depths are less
than 1.0 foot; and areas subject to
100-year flooding from sources with
drainage areas less than 1 square mile.
Zone B is not subdivided.
Zone C: Areas of minimal flooding.
In this study, channels studied by detailed methods in which the
flood hazard is within the channel, have been designated Zone A.
The flood elevation differences, FHFs, flood insurance zones, and
base flood elevations for each flooding source studied in detail
in the community are summarized in Table 2.
5.4 Flood Insurance Rate Map Description
The Flood Insurance Rate Map for Dublin is, for insurance purposes,
the principal result of the Flood Insurance Study. This map
contains the official delineation of flood insurance zones and
base flood elevation lines. Base flood elevation lines show the
locations of the expected whole-foot water-surface elevations of
the base (100-year) flood. This map is developed in accordance
with the latest flood insurance map preparation guidelines published
by the Federal Emergency Management Agency.
12
Some flood insurance zones are not shown .on the Flood Insurance
Rate Map due to containment of the 100-year.;flood. within the stream
channel. For portions of streams where flood insurance zones are
not shown on the map, refer to the Flood Profiles (Exhibit 1) .
6.0 OTHER STUDIES
Flood elevations and flood plain boundaries in this study are consistent
with the Flood Insurance Studies for the unincorporated areas of Alameda
County, and the City of Pleasanton (References 9 and 10) .
The U.S. Army Corps of Engineers, San Francisco District, coordinated
hydrologic and channel cross section data as well as maintaining close
coordination with the City of Livermore Flood Insurance Study, which was
conducted at the same time (Reference 11) .
This study is authoritative for the purposes of the National Flood Insur-
ance Program; data presented herein either supersede or are compatible
with all previous determinations.
7.0 LOCATION OF DATA
Information concerning the pertinent data used in preparation of this
study can be obtained by contacting the Natural and Technological Hazards
Division, Federal Emergency Management Agency, Building 105, Presidio of
San Francisco, San Francisco, California 94129.
8.0 BIBLIOGRAPHY AND REFERENCES
1. Dublin Chamber of Commerce and Cox Publications, Dublin Community
Guide, Dublin, California, 1982
2. U.S. Department of the Army, Corps of Engineers, San Francisco
District, Review Report for Flood Control and Allied Purposes;
Alameda Creek; Appendices, 1961
3. Miller, George P. , Chronology of Events; Alameda Creek and Tribu-
taries, 1960
4. "Rain Havoc in South County," Hayward Daily Review, December 23,
1964
5. Alameda County Planning Commission, Open Space Element of the
General Plan: County of Alameda, State of California, 1973
6. U.S. Department of the Army, Corps of Engineers, Hydrologic Engi-
neering Center, HEC-1 Flood Hydrograph Package, 1973
13
n-.:;;.�.�-rs",bi �' :va.;li'cx!:1: GSu�l.S °=•c.,.reYltl+� aw�+< . .
N
:C Developm`ent'and'zResou'rTces=;Corporation';='Sources'-of 'Channel Data, .
�i'(Supplemental''Da"ta) Marc•3h -1976`,sfSacrambhto,`- California _
Y' 3
�;:1 451M
8?€;:f° U.S. 'Department'rof-the'Army;Corps of Engineers;Hydrologic Engi
neering Center, HEC-2 Flood Hydrograph Package, Davis, California,
October 1973
9. Federal Emergency Management Agency, Flood Insurance Study, Alameda
County;'- California (Uninco'rporated cAreas) , 1980 -
:. ii? G„...a �.''.a-..i:1Ci.s -i :6'... i:J. G:. .......: _.'J.SS:if� •.:« 11C.�+f_I'1_ ...-i.�i �:�ia •i
10. Federal ;Emergency•'Management•'Agency, Flood -Insurance -Study;=City
of Pleasanton, Alameda County, California, 1980
.._.s._... .. S , .. a a,•��.1.. .. ...s..J..... � z.YJC s. ...ice:.}=..:.( ...J 'i? iJJ.. .'t.... f.; � _
-11. ==' ~ U.S. Department of 'Housing and Urban' Development, °Federal Insurance
Administration;"Flood Insurance Stu d y, 'City'of Livermore;'°'Alameda
County, California,
•.'.E'. (•_ _ ':.fir ? r; � l ;an�•In� � � •}ry'>
,.,.
- r!
14
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CGCGCCCCGGGGGGGGGGGGGGGGGGGGGGGGGCGGGGGGGGGGGGGGGGCGGCCGGGCGGCGCCCCCCCCCCGCCCCCCCCCCCCCGGCCGGCGGGCCCCGGGGGGGGGECCCCGGCGCCCCGGum _
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MEMO C7:C:CC::::::CC:::C::::C:CCCmo CC'CC:::CCC:::CC::C:CCCC::CCCCC CCC::CC::C:::C::C'C:::CCCCC
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EEEEEEEEt �EEEEEE EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEBEEE=lEEEEEEEEEEEEEEEEEE1�:EE.1.0's EEEEE'E'E'E EEEE'sB�EEEEEEEEEEnEEEEEEEEE _
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n L+t I U MAt'
NA110NA1 FLOOD INSURANCE PROGRAMl i oNrla COSTA co
wZwDk'Y o
a-
.
NEB°
.r Flood Boundu7
Deslpatlem•
A cry Flood r' YE
SDO-Yer Food Boundary
FLOOD INSURANCE RATE MAP I ; E,a flood El..atloe L>n<'`• sit
t
CITY OF Qe tuvoq 1 ►bh Elevation b FaNe
ye4 .a
r 1 5.flood Eksisn In Feet IEL 9sn
DUBLIN,-' .: „ :; a ..era Uniform Within Zoode
CALIFORNIA • ; / ' 11natlon R.fervact Mat r RM7x —
ALAMEDA COUNTY I' 1, P. CR 2O x D Boundry------- —
g'
gMr Mile
: ` ,, I t _ •rr •-Rat...need to the National Geodesic Vertical Datum Of 1979
x
ONLY PANEL PRINTED I . ..' ?.1` _ ,. Ayd° _� "EXPLANATION OF ZONE DESIGNATIONS
COMMUNITY-PANEL NUMBER ~�
` I- ZONE EXPLANATION
060705 0001 A ' — - -Joins`
A Ana t tooyea flood:ban flood ale atlas ad '
. _ _ { - � aarae tow t Good haaaN IaROn not datermard.
EFFECTIVE DATE:
All an bet:d'«'i1)a'n three(3)tm*.a-%—thistles
_ AUGUST 18, 1983 ( a 1� " I aln.ndad.nam.he.�ban.efleed.aar.aa
an n of 1 d.
�L J 111` b-
an Ann a:(1)and agree i h.+°:.0�0"
MG I l ek.atlero anr/lo.R,but w flood hatted CaUarf
an determined.
At-A30 Ana of IMIMM flood'gum food eY.atfeu ad
r
ton t I � flood hazard lsctors 4etarvuined.
Federal Fmer=enLyt Maaa�erneat AS=cy ( a I Aft! Ana io looter hood be W protrcNd ti flood
protection Astem ender toreteoctbn,; bar flood
tlnn bet and load batad 1100.11 eat eeurmi500'
Ann d:or rt Boris a e$"W"t to Road and SOD•
gutim Average 2irsaa manKef tl)boot or.wino
the ceneributing draku[e ant IS IM Nan One Mwn
h 11
m8e:er an proanted by k.aea Goan the ban Rod.
C Ana of minimal lloodint(the shading)
D Arne f aWetertabnd.but PON".flood ftaards
I I h"v Line!-7 a y Ana of IM flat cones flood with vdodty(we"
_- • e \ action).bat flood alevatioae and Rood baaacd Patora
notd ed.r
vr
��`._ •'} _ a aoe• C. ' 1 VI-V30 of 10
aaNanl bee kbas flood evat and Rood bated factors
T deeerao{rd
r ., � . tree.r -•r ... ,..• F
e ta 6 `����..�- _ F I I II Q r vt 4 rT { lf •� NOTES TO USER
.- ::. ._. `.�•-� ' f ,r .•;.•t,4r .'tC Cwtdn ant net b the qt"W 11so0 baaaN tea stow A a.
ELEVATION REFERENCE MARKS T _ Imy At proutW by Rsod corttni w,Kaurrs
_=z" tone
a.., Thin map Is for flood lens race purpesa ordy:h den net antes
REFERENCE ELEVATION DuBfln_,�fhek i \` rw. A planivaVic fceton,amide special flood har4 or
MARK [FT.NOVDI DESCRIPTION OF LOCATION `' � - -� y �� >• -
RMl 376.282 Alameda County survey, disk, along Dublin Boulevard,soprohrF _------ - '
matety 0,75 mile eel of triangulation station D and bridge env i WfT1AL IDENTIFICATION:
Alamo Cartel,1. tht top of 10 fact tut of the.tst end of the u NovEM[u 7,uaa
truth concrete banhter of bridge. "• FLOOD HAZARD BOUNDARY MAP REVISIONS:-
i RM2 36677E U.S.Coati and Geodetic Surny triangulation station disk no.C
1961,along Dublin Boull—el,at the Intenection of San Ramon 'I FLOOD INSURANCE RATE MAP EFFECTIVE:
Road,03 foot underground,and set In the lop of a eoncnu pod i ,I \' AUGUST 76,tap
which" accessible IRON W a KS 244nch
OA cast Iron cover bearing Nt \ t FLOOD INSURANCE RATE MAP REVtSK3NS:
words,"PHOENIX IRON WORKS OAKLAND CALIF•, � \ _
RI,U St7JtE U.S. Coat and Geodetic Survey triangulation station disk no. I 8 '� Refer to the FLOOD INSURANCE RATE MAP EFFECTIVE dam I
D 1967,Dublin Boulevard,0,13 mile eau of Murray School,about i1
midway between telephone poles 308 and 309, 1A fool under- shown es thk maps hire wsrw actorial rate apply to
ground,and set In the top of a contrast Post which Is accessible stetson is the zones when ck•aiasa 4tpthe haw loam rruab-
throug, a 244nch cut Iron corer bearing the words**PHOENIX liuhed,
IRON WORKS OAKLAND CALIF', I To determine If flood IMwane,Is a aOabit its this eommmuky.
Race 364.147 U.S.Coate and Geodetic Survey Irlanplallon station disk no.B Cortices your insurance ajtnt,w can tite Naties"flood Insurance
1964,along Dublin Boulevard,al the Junction of Hansen Drin, Program,is 1000)638-6620.
I,7 feel underground,and set In the lop of aconcrete post which Is
accessIble through a 244nch cut Iron corer bearing the words
-PHOENIX IRON WORKS OAKLAND CALIF-.
RMS 437.766 US.Cant and Geodetic Survey triangulation station disk no.A
1964,done Dublin Boulevard,O.IS mile rest of the Junction of
Silxriats Drive, 1.1 feet underground,and set In the top of a
concrete Post which Is Nussible through a 244nch cast Iron corer - APPROXIMATE SCALE
bearing the words"PIIOENIX IRON WORKS OAKLAND CALIF". 0500 Fa ET
gOd e