HomeMy WebLinkAboutNotice PLANNER 12/28/2010
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. Date Received' 11'1 I 'J...<i I, 0
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AFFIDAVIT OF SERVICE
STATE OF OREGON)
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County of Lane )
I, Deyette Kelly, being first duly sworn, do hereby depose and say as follows:
1. I state that I am a Planner Aide for the Planning Division of the
Development Services Department, City of Springfield, Oregon.
2. I state that in my capacity as, Planner Aide! I prepared and caused to be .
mailed copies of f'/l0-000/3 o-hCL Of /)e.cA.,,1M - oodpllUh Ow1v-t -
(See attachment "A") on ~ Z~ 2010 addressed to (see 't.e11e,?'
Attachment B"), by causing said letters to be placed in a U.S~ mail box with
postage fully prepaid thereon.
J~y~
STATE OF OREGON, County of Lane
~v ::ni .2010. Personally appeared the above named Deyette Kelly,
Planner .Aide, who acknowledged the foregoing instrument to be their voluntary act
Before me:
. OfFICIAl SEAL
BRENDA JONES
NOTARY PUBlIC . OREGON
COMMISSION NO. 429141
tIrf COMMISSION EXPIRES MAY i7. 2012
My Commission Expires: 1'VlDuf d " d-o I:Y'
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Notice of Decision -Floodplain Overlay
Case Number: TYPl10-00013
Project Location: 2763 21st Street
Application Submitted Date: November 23, 2010
Decision Issued Date: December 28, 2010
City of Springfield Staff: Deyette Kelly, Planner Aide
Owner: Michael and Alisa Deller, 2763 21" Street, Springfield OR 97478
Representative: Mike Gansen, Gansen Construction; 362 Highway 99N, Eugene OR 97402
Request: Type I review for an addition to a single family dwelling in the floodplain.
SDC 3.3-420 Development Standards
B. Specific Standards. In all areas of special flood hazard within the City and its
urbanizable area where base flood elevation data has been provided as specified
in Sections 3.3-41 OA. and 8. or 3.3-4158.4., the following provisions are required:
1. Residential Construction.
a. New construction and substantial improvement of any residential
structure shall have the lowest floor, including basement, elevated
to 1 foot above the base flood elevation.
b. Fully enclosed areas below the lowest floor that are subject to
f1oodir)g are prohibited, or shall be designed to automatically
equalize hydrostatic flood forces on exterior walls by allowing for
the entry and exit of flood-waters. Designs for meeting this
requirement shall either be certified by an engineer or architect or
shall meet or exceed the following minimum criteria:
i. A minimum of two openings of equal size 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 1 foot
above grade.
iii. -Openings shall be located to allow unrestricted cross-flow of
flood-waters through the enclosed area from one side to the
other.
iv. Openings may be equipped with screens, louvers, or other
coverings or devices if certified by an engineer or architect,
provided that they permit the automatic entry and exit of
flood-waters.
Deller Record No. TYP /I 0-000 13
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Findings:
. The site is entirely within the floodplain of the McKenzie River, Zone AE as identified
on the Flood Insurance Rate Maps, Panel 1153, dated June 2, 1999. The applicant has
provided an elevation certificate that demonstrates the base flood elevation is 452.44'.
. The applicant has provided a site plan showing the proposed construction. As
determined by the surveyor, the elevations of the existing ground range from 450.7' to
450.9'.
. SDC 3.3-420(B)(1) requires the lowest floor to be elevated to 1 foot above the base
flood elevation. The base flood elevation is 452.44'.
. The applicant expects the lowest floor to be 453.5'. The elevation of the lowest floor
must be verified with an elevation certificate.
. In accordance with SDC 3.3-420(B) and FEMA Bulletin 1-93, include openings in the
foundation to allow entry and exit of floodwaters.
Conditions of Approval:
1. Provide a second FEMA Elevation Certificate completed by a certified engineer,
surveyor or architect, performed while the building is under construction to be provided
to the Building Inspector at the time of the post and beam inspection and a third after
construction of the addition, but before occupancy.
Deller
Record No. TYP /I 0-000 13
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The finished floor elevation of the new construction shall be a minimum of 12 inches
above the base flood elevation.
Anchor as necessary to meet Building Codes.
Construction materials and methods shall be designed to prevent flood damage.
Utilities shall be designed and located to prevent water from entering.
The applicant shall keep all records for inspection.
Questions: Please call Deyette Kelly in the Planning Division of the Development Services
Department at (541) 744-4156 if you have any questions regarding this process:
Prepared by:
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Deyette Kelly
Planner Aide
Development Services - Urban Planning Division
DeNer
Record ND. TYP II 0-000 13
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DEVELOPMENT SERVICES
225 FIFTH STREET
SPRINGFIELD, OR 97477
Mike Gansen
Gansen Construction
362 Highway 99N
Eugene, OR 97402 '
Michael & Alisa Deller
2763 21st Street
Springfield, OR 97477
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