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PCDC 02/28/10 Pages: 5
Submitted by C. Andersen In reference to Item V.A.
Appendix F. Biological Opinion Checklist
The community must show where its regulations, processes, and procedures meet the minimum criteria
for the NFIP (44 CFR 59 - 60) and the Endangered Species Act (as clarified by the Biological Opinion,
RPA elements 2 and 3 and Appendix 4). The checklist far the NFIP requirements is in Appendix B.
This checklist is for the ESA/Biological Opinion criteria. The requirements are abbreviated here. The full
requirements are in the Biological Opinion pages that are included in Appendix E of this document.
The recommended regulatory language is in the noted sections of the Model Ordinance. If the community
already has adopted the provision, the ordinance section or other regulatory reference should be entered in
the third column. If the community's regulations do not fulfill the provision, the noted language in this
Model Ordinance can be used.
ESA
Model
Community
Biological Opinion Provision ,
Re erence
Ordinance
Regulations
'
Section
Reference
1. Activities Affected
All "development" in the areas affected must comply
with these provisions. The BiOp added the last two
phrases to the NFIP definition of "development:"
any man-made change to improved or unimproved real
App• 4,
2.
15.08.060
estate, including but not limited to buildings or other
footnote 23
Definitions
structures, mining, dredging, filling, grading, paving,
excavation or drilling operations, storage of equipment
or materials, subdivision of land, removal of substantial
amounts of vezetation, or alteration of natural site
characteristics.
2. Mapping Criteria
a. In addition to the Special Flood Hazard Area
(SFHA) and floodway on the community's Flood
Insurance Rate Map, the following areas must be
delineated.
1) Riparian habitat zone (RHZ), using dimensions
RPA 3.A,
from the May 14, 2009, errata letter.
App. 4,
Section 1,
3.4.C
15.68.060CC
5/14/09
Errata letter
page 6
2) Channel migration zone (CMZ) plus 50 feet, to
RPA 3.A,
the degree that such information is available.
App. 4,
3.4.13
15.68.060D
Section 1
City of Auburn NFIP-ESA Checklist F- 1 February 8, 2010 DRAFT
b. Requests for Letters of Map Revision (CLOMR,
LOMR, CLOMR-F, and LOMR-F) can be
approved only if the projects would not adversely
RpA 2.A
3.5.A.1
15.68.180E
affect habitat.
c. Mapping must consider future conditions and the
cumulative effects from future land-use change.
RPA 2,C
3.5.E
15.68.180
d. Communities are encouraged to consider
identifying and evaluating the risk of flooding
behind 100-year levees based on future conditions
RPA 2 D
15.68.180
and cumulative effects
3. Administrative Procedures
a. The application for a permit to develop in the
• affected area must 7nclude the elevations of the 10-
App• 4,
' 4.2.A3
15
68
135
, 50-, and 100-year floods, where such data are
Section 3.4
.
.
available, to encourage building away from the
water.
b. The applicant must record a Notice on Title that
`~pp' 4
15.68.130
the property contains land within the RFIZ and/or
'
4.2
H
100-year floodplain befare a permit may be issued.
Section 3.9
.
a Communities that permit development in the
Regulatory Floodplain must track the projects for
which they issue floodplain development permits,
App' 4'
Section 4
4.5.F, 4.5.G
15.68.141
including effects to flood storage and fish habitat
and mitigation provided.
4. General Development Standards
a. If a lot has a buildable site out of the Special Flood
App. 4,
Sections
Hazard Area, all new structures shall be located
3.1 and
5.2.A
15.68.170G
there. If the lot is fully in the floodplain, structures
3.11
must be located to have the least impact on salmon.
b. Stormwater and drainage features shall incorporate
RPA
low impact development techniques that mimic
3.A.3.13
5.2.13.1
15.68.160A(5)
pre-development hydrologic conditions.
and 4.A
a Creation of new impervious surfaces shall not
exceed 10 percent of the surface area of the portion
App. 4,
of the lot in the floodplain unless mitigation is
Section 3.6
5.2.13.2
15.68.160A(5)
provided.
d. Any loss of floodplain starage shall be avoided,
RPA
rectified or compensated for.
3.A.3.b,
App. 4,
7.6
15.68.200
Section 2
City of Auburn NFIP-ESA Checklist F- 2 February 8, 2010 DRAFT
e. Uses that are not permitted in the Protected Area
unless shown not to adversely affect water quality,
habitat, etc., include septic tanks and drain fields,
App. 4,
5.3
15.68.170E
dumping of any materials, hazardous or sanitary
Section 1
waste landfills; receiving areas for toxic or
hazardous waste or other contaminants.
5. Habitat Protection Standards
a. Any improvements or repairs to existing structures
that result in a greater than 10 percent increase of
RPA 3.A.4
7.2.13
15.68.130
the structure footprint must mitigate for any
adverse effects.
b. Removal of native vegetation must leave 65
~'pp' 4'
percent of the surface area of the portion of the
Section 3.7
7.4
15.68.161D
• property in the floodplain in an undeveloped state.
c. The community must prohibit development in the
floodway, RHZ, and CMZ or demonstrate that any
proposed development in the area does not
RPA 3.A.2,
7.7
15.68.135K,
adversely affect water quality, water quantity,
App. 4,
L
flood volumes, flood velocities, spawning
Section 1, 4
7•8
substrate, and/or floodplain refugia for listed
salmonids.
d. Any development in the floodplain must mitigate
for effects on stormwater, riparian vegetation, bank
App. 4,
7•7
15.68.135K,
stability, channel migration, hyporheic zone,
Section 3
7.8
L
wetland and large woody debris functions
e. In the SFHA outside the Protected Area, require
App' 4'
Credited by
zoning to maintain a low density of floodplain
Section 3.2
the CRS,
n/a
development
(431 LD.b)
£ All structures must be set back at least 15 feet from
App' 4'
the Protected Area and sited as close to the SFHA
Section 33
5.2.A
15.68.170
boundary as possible
g. The proposed action must be designed and located
App.
Generally,
so that new structural flood protection is not
Secton 3.8
Note 1.
15.68,16.08,
needed
16.10
h. New road crossings over streams are prohibited
App. 4,
Note 2.
Not
Section 3.10
Prohibited
Note 1. There is no specific section for this requirement. It is the objective of the ordinance to have all
new construction protected from flooding so that no additional flood protection measures are needed.
City of Auburn NFIP-ESA Checklist F- 3 February 8, 2010 DRAFT
Note 2. While new crossings over streams are not explicitly prohibited, Sections 7.7 and 7.8 ensure that
such projects will not have an adverse impact on protected habitat. The extra cost to meet the ordinance's
mitigation requirements will likely discourage some projects.
City of Auburn NFIP-ESA Checklist F- 4 February 8, 2010 DRAFT
PCDC 02/28/10 Pages: 13
Submitted by C. Andersen In reference to Item V.A.
Appendix B. NFIP Ordinance Checklist [All NewJ
Riverine Communities
FEDERAL/CITY
CRITERIA & MODEL ORDINANCE REFERENCE
REGULATION
REFERENCE
1
MODEL ORDINANCE 3.2.A
BASIS FOR ESTABLISHING THE AREAS OF
SPECIAL FLOOD HAZARD
The areas of special flood hazard identified by the
44 CFR
Federal Insurance Administration in a scientific and
603(c)(1)d)(2)
engineering report entitled "The Flood Insurance Study
for (_community name__) " dated (20__), and
15.68.060DD
any revisions thereto*, with an accompanying Flood
•
Insurance Rate Map (FIRM), and any revisions thereto*,
•
are hereby adopted by reference and declared to be a part
of this ordinance. The Flood Insurance Study and the
FIRM are on file at (___community address__). The best
available information for flood hazard area identification
as outlined in Sections 3.2, 3.3, and 3.5 shall be the basis
for regulation until a new FIRM is issued that
incorporates data utilized under Sections 3.3.F and 3.5.
* In some communities, the phrase "and any revisions
thereto " is not considered legally binding and should not
be adopted.
2
MODEL ORDINANCE 4.1
DEVELOPMENT PERMIT REQUIRED
A development permit shall be obtained before
44 CFR 60.3(b)(1)
construction or development begins within any area of
130
15
68
special flood hazard established in Section 3.2. The
.
.
permit shall be far all structures including manufactured
homes, as set forth in the "Definitions," and for all
development including fill and other activities, also as set
forth in the "Definitions."
3
MODEL ORDINANCE 4.2.F, 4.S.B9 4.7.A.3
4.2.F and 4.5B -
15.68135
PERMIT REVIEW
Review all development permits to determine that all
-
4.7.A.3 15.07.100D
necessary permits have been obtained from those
Federal, State, or local governmental agencies from
which prior approval is required.
44 CFR 60.3 (a) (2)
City of Auburn NFIP-ESA Checklist B- 1 February 8, 2010 DRAFT
FEDERAL/CITY
CRITERIA & MODEL ORDINANCE REFERENCE
REGULATION
REFERENCE
4
MODEL ORDINANCE 3.3.F
15.68.060B(3),
USE OF OTHER BASE FLOOD DATA
15.68.0600
When base flood elevation data has not been provided (in
A or V Zones) in accordance with Section 3.2, the (Local
44 CFR 60.3(b)(4)
AdministYator) 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 Sections 6, and 7.5.
5
MODEL ORDINANCE 4.2.C, 4.5.F, 4.7.A.1
4.2.C, 4.5.F -
INFORMATION TO BE OBTAINED AND
15.68.135
MAINTAINED
4.7.A.1-
(1) Where base flood elevation data is provided through
15.07.100D
the Flood Insurance Study, FIRM, or required as in
Section 33, obtain and record the actual (as-built)
e]evation (in relation to mean sea level) of the lowest
44 CFR
floor (including basement) of all new or substantially
60.3(b)(S)(i)
improved structures, and whether or not the structure
contains a basement.
(2) For all new or substantially improved floodproofed
nonresidential structures where base flood elevation data
is provided through the FIS, FTRM, or as required in
Section 33:
(i) Obtain and record the elevation (in relation to
44 CFR
60.3(b)(5)(ii)
mean sea level) to which the structure was
floodproofed,
(ii) Maintain the floodproofing certifications required
in Sections 4.2.1), 6.3.D.
(3) Maintain for public inspection all records pertaining
to the provision of this ordinance.
44 CFR
60. 3(b) (S) (iii)
6
MODEL ORDINANCE 7.9.11
*15.68.150D(2)
ALTERATION OF WATERCOURSES
Notify adjacent communities and the Department of
44 CFR 60.3(b)(6)
Ecology prior to any alteration or relocation of a
watercourse, and submit evidence of such notification to
the Federal Insurance Administration.
7
MODEL ORDINANCE 7.9.C
15.68.1501)(2)
ALTERATION OF WATERCOURSES
Require that maintenance is provided within the altered
44 CFR 60.3(b)(6)
or relocated ortion of said watercourse so that the flood
City of Auburn NFIP-ESA Checklist B- 2 February 8, 2010 DRAFT
FEDERAL/CITY
CRITERIA & MODEL ORDINANCE REFERENCE
REGULATION
REFERENCE
carrying capacity is not diminished.
8A
MODEL ORDINANCE 6.2.C
15.68.170A(4)
ANCHORING
All new construction and substantial improvements shall
44 CFR
be anchored to prevent flotation, collapse, or latera]
60.3(a) (3) (i)
movement of the structure.
8B
MODEL ORDINANCE 6.4.13
15.68.161A(2)
ANCHORING
All manufactured homes shall be anchared to prevent
44 CFR 60.3(b)(8)
flotation, collapse, or lateral movement, and shall be
installed using methods and practices that mini,mize flood
,
damage. Anchoring methods may include, but are not
limited to, use of over-the-top or frame ties to ground
anchors. For more detailed information, refer to
guidebook, FEMA-85, "Manufactured Home Installation
in Flood Hazard Areas. "
8D
MODEL ORDINANCE 6Z.1)
15.68.170(5)
CONSTRUCTION MATERIALS AND METHODS
All new construction and substantial improvements shall
44 CFR
be constructed with materials and utility equipment
60.3(a)(3)(ii)
resistant to flood damage.
8E
MODEL ORDINANCE 6.2 - 6.6
15.68.170
CONSTRUCTION MATERIALS AND METHODS
All new construction and substantial improvements shall
be constructed using methods and practices that minimize
44 CFR
flood damage.
~
60(a)~ )(iii
.3 3
8F
MODEL ORDINANCE 6.2.E
15.68.170A(6)
CONSTRUCTION MATERIALS AND METHODS
Electrical, heating, ventilation, plumbing, and air-
conditioning equipment and other service facilities shall
44 CFR
be designed and/ar otherwise elevated or located so as to
60.3 (a) (3) (iv)
prevent water from entering or accumulating within the
components during conditions of flooding.
9
MODEL ORDINANCE 6.7
15.68.160A(6)
UTILITIES
(1) All new and replacement water supply systems shall
44 CFR 60.3(a)(5)
be designed to minimize or eliminate infiltration of flood
waters into the systems;
WAC 173-160-171
City of Auburn NFIP-ESA Checklist B- 3 February 8, 2010 DRAFT
FEDERAL/CITY
CRITERIA & MODEL ORDINANCE REFERENCE
REGULATION
REFERENCE
(2) Water wells shall be located on high ground that is
not in the floodway*
44 CFR
(3) New and replacement sanitary sewerage systems shall
60.3(a)(6)(i)
be designed to minimize or eliminate infiltration of flood
waters into the systems and discharges from the systems
into flood waters; and
44 CFR
(4) Onsite waste disposal systems shall be located to
60.3(a)(6)(ii)
avoid impairment to them or contamination from them
during flooding.
* FEMA endorses the more restrictive WA floodway
standard identified in WAC 173-160-171
10
MODEL ORDINANCE 5.1 '
5.113 - '
SUBDNISION PROPOSALS
17.09.0501)(3)
(1) All subdivision proposals shall be consistent with the
5.1C -
need to minimize flood damage;
18.09.0501)(4)
(2) All subdivision proposals shall have public utilities
5.11)
-
and facilities, such as sewer, gas, electrical, and water
15.68.160B(2)
systems located and constructed to minimize or eliminate
5.1E -
flood damage;
17.09.05OF(3)
(3) All subdivision proposals shall have adequate
51.F -
drainage provided to reduce exposure to flood damage;
15.68.160B(3)
Section 3.5.C -(4) Where base flood elevation data has
not been provided or is not available from another
authorized source, it shall be generated for subdivision
44 CFR
proposals and other proposed developments which
60.3(a)(4)(b)(3)
contain at least 50 lots or 5 acres (whichever is less).
44 CFR
60.3(a) (4) (i)
44 CFR
60. 3 (a) (4) (iii)
44 CFR 60.3 (b) (3)
11
MODEL ORDINANCE 6.2
*15.68.170A
RESIDENTIAL CONSTRUCTION
) New construction and substantial improvement of any
residential structure shall have the lowest floor, including
basement, elevated one foot or more* above the base
44 CFR 60.3(c)(2)
flood elevation (BFE).
Ciry of Auburn NFIP-ESA Checklist B- 4 February 8, 2010 DRAFT
CRITERIA & MODEL ORDINANCE REFERENCE
FEDERAL/CITY
REGULATION
REFERENCE
* Minimum standards require the lowest floor to be
elevated "to or above" the BFE; however, adding an
additional foot of freeboard increases safety and reduces
insurance premiums and its adoption is strongly
encouraged by FEMA. This note applies throughout the
model ordinance.
44 CFR 60.3(c) (5)
(2) 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:
(i) 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.
(ii) The bottom of all openings shall be no higher than
one foot above grade.
(iii) Openings may be equipped with screens, louvers,
or other coverings or devices provided that they
permit the automatic entry and exit of floodwaters.
12
MODEL ORDINANCE 6.3
15.68.170B
NONRESIDENTIAL CONSTRUCTION
New construction and substantial improvement of any
commercial, industrial or other nonresidential structure
44 CFR
shall either have the lowest floor, including basement,
60.3(c)(3)(i)
elevated one foot or more above the base flood elevation;
or, together with attendant utility and sanitary facilities,
shall:
(1) Be floodproofed so that below one foot or more
above the base flood level of the structure is watertight
44 CFR
with walls substantially impermeable to the passage of
60.3(c)(3)(ii)
water;
* 15.68.170B(2)
(2) Have structural components capable of resisting
hydrostatic and hydrodynamic loads including the effects
of buoyancy
(3) Be certified by a registered professional engineer or
44 CFR
architect that the design and methods of construction are
60.3(c)(4)(i)
in accordance with accepted standards of practice for
* 15.68.170B(3)
meeting provisions of this subsection based on their
development and/or review of the structural design,
City of Auburn NFIP-ESA Checklist B- 5 February 8, 2010 DRAFT
CRITERIA & MODEL ORDINANCE REFERENCE
FEDERAL/CITY
REGULATION
REFERENCE
specifications and plans. Such certifications shall be
provided to the official as set forth in Sections 4.2.13, 4.6,
4.7.A.1;
44 CFR
(4) Nonresidential structures that are elevated, not
60.3(C)(5)
floodproofed, must meet the same standards for space
below the lowest floor as described in 6.2;
13
MODEL ORDINANCE 6.4
6.4A -
MANUFACTURED HOMES
*15.68.170C
(1) All manufactured homes to be placed or substantially
6.411 -
improved on sites shall be elevated on a permanent
15.68.161A(2)
foundation such that the lowest floor of the manufactured
'home is elevated one foot br more above the base flobd
elevation and be securely anchored to an adequately
44 CFR 60.3(c)(6)
anchored foundation system to resist flotation, collapse
and lateral movement*.
* If this phrase is applied to all manufactured homes in
the floodplain, then the remaining verbiage is not
necessary to adopt. - It's applied to all manufactured
homes in the NFIP-ESA Model
This applies to manufactured homes:
(i) Outside of a manufactured home park or
subdivision,
44 CFR
(ii) In a new manufactured home park or subdivision,
60.3(c)(6)(i)
(iii) In an expansion to an existing manufactured
44 CFR
60.3(c)(6)(ii)
home park or subdivision, ar
(iv) In an existing manufactured home park or
44 CFR
60.3(c)(6)(iii)
subdivision on a site which a manufactured home has
incurred "substantial damage" as the result of a flood;
44 CFR
and
60. 3 (c) (6) (iv)
(2) Manufactured homes to be placed or substantially
improved on sites in an existing manufactured home park
or subdivision that are not subject to the above
manufactured home provisions be elevated so that either:
44 CFR
(i) The lowest floor of the manufactured home is
60.3(c) (12)
elevated one foot or more above the base flood
44 CFR
elevation, or
60.3(c)(12)(1)
(ii) The manufactured home chassis is supported by
reinforced piers or other foundation elements of at
least equivalent strength that are no less than 36
44 CFR
inches in height above grade and be securely
60.3(c)(12)(ii)
anchored to an adequately anchored foundation
s stem to resist flotation, colla se, and lateral
City of Auburn NFIP-ESA Checklist B- 6 February 8, 2010 DRAFT
FEDERAL/CITY
CRITERIA & MODEL ORDINANCE REFERENCE
REGULATION
REFERENCE
movement.
14
MODEL ORDINANCE 6.5
*15.68.170D
RECREATIONAL VEHICLES
Recreational vehicles placed on sites are required to
44 CFR
either:
60. 3 (c) (14) (i-iii)
(i) Be on the site for fewer than 180 consecutive days,
(or)
(ii) Be fully licensed and ready for highway use, on its
'
wheels or jacking system, is attached to the site only by
quick disconnect type utilities and security devices, and
have no permanently attached additions; or
(iii) Meet the requirements of 6.4 above and the
elevation and anchoring requirements for manufactured
homes.
15
MODEL ORDINANCE 3.5, 7.S.B
15.68.180
AE AND A1-30 ZONES WITH BASE FLOOD
15.68.060D(3)
ELEVATIONS BUT NO FLOODWAYS
In areas with base flood elevations (but a regulatory
15.68.160C
floodway has not been designated), no new construction,
substantial improvements, or other development
(including fill) shall be permitted within Zones A1-30
44 CFR
and AE on the community's FIRM, unless it is
60.3(c)(10)
demonstrated 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 at
any point within the community.
16
MODEL ORDINANCE 7.5.A
15.68.180C
FLOODWAYS
Located within areas of special flood hazard established
44 CFR 60.3(d)
in Section 3.2 are areas designated as floodways. Since
the floodway is an extremely hazardous area due to the
velocity of floodwaters that can carry debris, and increase
erosion potential, the following provisions apply:
(1) Prohibit encroachments, including fill, new
construction, substantial improvements, and other
development unless certification by a registered
professional engineer is provided demonstrating through
hydrologic and hydraulic analyses performed in
accordance with standard engineering practice that the
City of Auburn NFIP-ESA Checklist B- 7 February 8, 2010 DRAFT
CRITERIA & MODEL ORDINANCE REFERENCE
FEDERAL/CITY
REGULATION
REFERENCE
proposed encroachment would not result in any increase
44 CFR 60.3(d)(3)
in flood levels during the occurrence of the base flood
discharge.
(2) Construction or reconstruction of residential
structures is prohibited within designated floodways,
except for (i) repairs, reconstruction, or improvements to
a structure which do not increase the ground floor area;
and (ii) repairs, reconstruction or improvements to a
structure, the cost of which does not exceed 50 percent of
the market value of the structure either, (A) before the
WAC 173-158-070
repair, or reconstruction is started, or (B) if the structure
has been damaged, and is being restored, before the
damage occurred. Any project for improvement of a
structure to correct existing violations of state or'local
'
health, sanitary, or safety code specifications which have
been identified by the local code enforcement official and
which are the minimum necessary to assure safe living
conditions, ar to structures identified as historic places,
may be excluded in the 50 percent.
City of Auburn NFIP-ESA Checklist B- 8 February 8, 2010 DRAFT
Communities with Shallow Flooding
CRITERIA & MODEL ORDINANCE REFERENCE
FEDERAL
REGULATION
REFERENCE
17
MODEL ORDINANCE 33.13, plus others, as noted
15.68.060(2)
STANDARDS FOR SHALLOW FLOODING
AREAS (AO ZONES)
Shallow flooding areas appear on FIRMs as AO zones
with depth designations. The base flood depths in these
zones range from 1 to 3 feet above ground where a clearly
defined channel does not exist, or where the path of
oPT1oN,4z,
flooding is unpredictable and where velocity flow may be
PROVISION
evident. Such flooding is usually characterized as sheet
flow. In these areas, the following provisions apply:
Section 6.2 -(1) New construction and substantial
improvements of residential structures and manufactured
44 CFR 60.3(c)(7)
homes within AO zones shall have the lowest floor
(including basement) elevated above the highest adjacent
grade to the structure, one foot or more above the depth
number specified in feet on the community's FIRM (at
least two feet above the highest adjacent grade to the
structure if no depth number is specified).
44 CFR 60.3(c)(8)
Section 63 -(2) New construction and substantial
improvements of nonresidential structures within AO
zones shall either:
(i) Have the lowest floor (including basement)
44 CFR
elevated above the highest adjacent grade ofthe
60.3(c)(8)(ii)
building site, one foot or more above the depth
number specified on the FIRM (at least two feet if no
depth number is specified); or
(ii) Together with attendant utility and sanitary
facilities, be completely flood proofed to or above that
level so that any space below that level is watertight
with walls substantially impermeable to the passage of
water and with structural components having the
capability of resisting hydrostatic and hydrodynamic
loads and effects of buoyancy. If this method is used,
compliance shall be certified by a registered
professional engineer, or architect as in sections 4.2.1),
44 CFR
4.6, 4.7.A.1.
60.3(c)(11)
Sections 5.1.E, 5.2.C -(3) Require adequate drainage
paths around structures on slopes to guide floodwaters
around and away from proposed structures.
Section 6.5 -(4) Recreational vehicles placed on sites
within AO Zones on the community's FIRM either:
(i) Be on the site for fewer than 180 consecutive days, or
City of Auburn NFIP-ESA Checklist B- 9 February 8, 2010 DRAFT
(ii) Be fully licensed and ready for highway use, on its
wheels or jacking system, is attached to the site only by
quick disconnect type utilities and security devices, and
has no permanently attached additions; or
(iii) Meet the requirements of 5.5(l) and 5.5(3) above and
the anchoring requirements for manufactured homes
(Section 6.4.13).
Communities with Coastal Velocity (V) Zones
FEDERAL
CRITERIA & MODEL ORDINANCE REFERENCE
E
REGULATION
REFERENCE
18
MODEL ORDINANCE 6.2.G, plus others, as noted **Does not
crpply to Auburn * *
COASTAL HIGH HAZARD AREAS [All of these provisions have
been deleted from this checklist
Definitions
CRITERIA & MODEL ORDINANCE REFERENCE
INCLUDED
IN ORD:
Yes No
FEDERAL
REGULATION
REFERENCE
44 CFR 59.1
23
AREA oF SPECrAL F[,OOn HAZARn: is the land in the flood plain
All definitions
within a community subject to a one percent or greater chance of
incorporated
flooding in any given year. Designation on maps always includes
into 15.68.060
the letters A or V.
BASE FLOOn: the flood having a]% chance of being equaled or
exceeded in any given year (also referred to as the "100-year
flood"). Designated on Flood Insurance Rate Maps by the letters
AorV.
BASEMENT: means any area of the building having its floor sub-
grade (below ground level) on all sides.
CRITICAL FACILITY: means a facility for which even a slight
chance of flooding might be too great. Critical facilities include
(but are not limited to) schools, nursing homes, hospitals, police,
fire and emergency response installations, and installations which
produce, use, or store hazardous materials ar hazardous waste.
DEVELOPME1v'r: means any man-made change to improved or
unimproved real estate, including but not limited to buildings or
other structures, mining, dredging filling, grading, paving,
excavation or drilling operations or storage of equipment or
materials located within the area of special flood hazard.
FLOOD or FLOODING: means a general and temporary condition
City of Auburn NFIP-ESA Checklist B- 10 February 8, 2010 DRAFT
of partial or complete inundation of normally dry land areas from:
1) The overflow of inland or tidal waters and/or
2) The unusual and rapid accumulation of runoff of surface waters
from any source.
FLOOD INSURA1vCE RATE MAP (FIR1V): means the official map
on which the Federal Insurance Administration has delineated
both the areas of special flood hazards and the risk premium zones
applicable to the community.
FLOOD INSURANCE STUDY (FIS): means the official report
provided by the Federal Insurance Administration that includes
flood profiles, the Flood Insurance Rate Maps, and the water
surface elevation of the base flood.
FLOOnwAY: 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.
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 found at Section
6.2.F, (i.e. provided there are adequate flood ventilation openings).
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
attached to the required utilities. The term "manufactured home"
does not include a"recreational vehicle."
MANUFACTURED HOME PARK OR SUBDIVISION: means a parcel
(or contiguous parcels) of land divided into two or more
manufactured home lots for rent or sale.
NEW CONSTRUCTION: means structures for which the "start of
construction" commenced on or after the effective date of this
ordinance.
RECREATIONAL VEHICLE: means a vehicle,
1) Built on a single chassis;
2) 400 square feet ar less when measured at the largest horizontal
projection;
3) Designed to be self-propelled or permanently towable by a
light duty truck; and
4) Designed primarily not far use as a permanent dwelling but as
temporary living quarters for recreational, camping, travel, or
seasonal use.
City of Auburn NFIP-ESA Checklist B- 11 February 8, 2010 DRAFT
START OF CONSTRiJCTION: 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. For a substantial improvement, the actual start of
construction means the first alteration of any wall, ceiling, floor,
or other structural part of a building, whether or not that alteration
'
affects the external dimensions of the building.
STxUCTUUE: a walled and roofed building, including a gas or
liquid storage tank that is principally above ground.
SUBSTANTIAL DAMAGE: means damage of any origin sustained
by a structure whereby the cost of restoring the structure to its
before damaged condition would equal or exceed 50 percent of the
market value of the structure before the damage occurred.
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 can exclude:
l) Any project for improvement of a structure to correct pre-cited
existing violations of state ar local health, sanitary, or safety
code specifications which have been previously identified by
the local code enforcement official and which are the
minimum 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.
VARIANCE: means a grant of relief from the requirements of this
ordinance that permits construction in a manner that would
otherwise be prohibited by this ordinance.
City of Auburn NFIP-ESA Checklist B- 12 February 8, 2010 DRAFT
PCDC 02/28/10 Pages: 1
Submitted by C. Andersen In reference to Item V A.
Draft Existing FEMA Flood Zone ~
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i Inlomation shown is for general mfcmn<r purpesei i
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PC 02/23/10 Pages: 1
Submitted by C. Andersen In reference to Item III, Exhibit 9
Interoffice Memorandum
To: City Council
Planning Commission
From: Planning and Development Department
Date: February 23, 2010
Re: Exhibit B to Ordinance 6295 - Relating to Floodplain Development. Amendment
regarding repairs and remodels
Staff recommends the following amendment to proposed section 15.68.130D(1).
15.68.130 Establishment of and requirement to obtain floodplain development permit
2 Expansion of an existinq structure that is no qreater than ten percent bevond its existinq
footprint provided that the repairs or remodeling are not a substantial improvement or a repair
of substantial damaqe This measurement is counted cumulativelv from the effective date of
this ordinance If the structure is in the floodwav there shall be no chanae in the dimensions
perpendicular to flow.
3 Activities with the sole purpose of creating restorinq or enhancinq natural functions
associated with floodplains streams lakes estuaries marine areas, habitat, and riparian
areas that meet Federal and State standards provided the activities do not include structures,
gradinq fill or impervious surfaces.
4 Development of open space and recreational facilities such as parks, trails, and hunting
grounds that do not include structures qradinq fill impervious surfaces or removal of more
than 5% of the native vegetation on the propertv.
D Activities Allowed With a Floodplain Permit The followinq activities are allowed in the
Regulatorv Floodplain without the analysis required in Section 15.68.160C or the habitat
impact assessment required under ACC 15 68.130K providinq all other requirements of this
ordinance are met includinq obtaininq a floodplain developmerrt permit:
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DRC 02109/10 Pages: 4
Submitted by S. Nutter In reference to Item III.B.
Cabinets required at Signals
First generation of Battery Backups had additional standalone cabinet (F St and AWS)
Current configuration per standard detail , Battery backup is part of new PSE metered service
Cabinet locations:
The signal cabinet needs to be close to the intersection
We need to see the overall intersection from the Signal Cabinet for several reasons:
1. To verify vehicle detection with one person we need to see the signal controlled display and look
around cabinet to see traffic at the approaching the signal for all legs. .
2. To reboot the Signal controller or put the signal into flash for construction, emergencies, or signal
configuration changes we need to see approaching traffic
3. The signal technician needs to be able to see traffic from behind the cabinet and not have his/her back
to the cabinet in case he needs to move or get out of the way of traffic.
The Service cabinet with the Meter should be within 50 feet of the signal and cabinet so you can shut
off power in an emergency.
Mounting and clearances:
The Signal door swing is about 30"
Battery Backup cabinet has opening doors on both sides
PSE requires 36" clear space around meter pedestal
Meter shall be 5 to 7 ft above ground
Signal Cabinets contain 120 volt AC power and low voltage and Service cabinets contain 120 and 240 Volt
AC power and need to be kept dry and above any potential standing water. With a high water table at some
locations the existing bases some conduits fill with water and come into the cabinet.
The brushed aluminum cabinets are the optimum choice for three major reasons.
1. Using the standard brushed aluminum keeps an all ready price as low as possible
2. If an aluminum cabinet is tagged with graffiti (which unfortunately happens on a daily basis) then
it can simply be removed with industrial chemicals which leaves the cabinet looking like it did
before the graffiti.
Signal Cabinet Contents; Signal cabinets may contain any or all of the following:
• Controller, the computer that is programmed with all the timings and settings: Different than home
computers Signal Controllers are actually getting a little bigger. The contoller saves all the green
yellow and red times for all the legs of the signals and control of what proceeds what functions.
• Conflict monitor: Programmed to watch for signal head failures and programming faults and will put
the signal into flash for the safety of the traveling public.
• Load cards/switches for providing 120 volt power to the signal heads
• Racks full of vehicle detection cards, more lanes and loops means mare cards
• Emergency vehicle detection cards, detects white strobes from emergency vehicles
• Video detection equipment and B&W TV monitor (only some locations) We are moving towards
adding video detection to existing signals when the loops fail or where it may save money which
requires a big enough cabinet.
• Fiber Optic switches and/or DSL switch (ITS)
• Fiber termination Panel (ITS)
• ITS Camera controller (Video Encoder for Digital transmission for ITS)
The standard cabinets have a pullout tray to set our laptop on to program the controller and copy settings
Battery Backups / Uninterruptible Power Supply (UPS) cabinets
Power is filtered thru a UPS that prevents any spikes or hiccups from dirty power and backup power is
instantaneously supplied to the signal with deep cycle batteries if the power goes out. With our current
cabinet we use 4 batteries and can run full operation for over 10 hours.