FLOOD09156

• County: Ouray
• Community: Ouray
• Stream Name: Uncompahgre River
• Basin: Gunnison
• Title: Portland Flume Reconstruction Ouray
• Date: 5/18/1984
• Prepared For: Ouray
• Prepared By: Western Technologies
• Floodplain - Doc Type: Project

I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I

Simons, Li and Associates, Inc.
Job Number 6l43J002
Project Portland Flume Reconstruction

ing was observed along the stem wall. Wall loads are assumed to
be less than 10 kIf. The north wall footing is located approxi-
mately 4 feet from the existing flume wall,

Structure No. 7P - (Sta. 8 + 14): This structure is a very old,
single story, wood frame building covered with tin siding, The
structure does not have a basement but does appear to have a
suspended wood floor. Footing depths are very shallow and appear
to be very close to the top of the existing flume wall. No struc-
tural distress was observed in the walls due to the tin covering,
but the roof line was somewhat irregular, Wall loads are assumed
to be less than 5 kIf. The north wall footing is located approxi-
mately 2 feet from the existing flume wall.

@

Structure No. 8P - (Sta. 7 + 30): This structure is a one story,
single family residence of masonry block construction, Footings
appear to be part of the monolithic floor slab, The building is
in poor condition with severe cracking in the walls throughout the
structure. The building is located approximately 15 feet from the
existing flume with a concrete parking slab on the south end
located approximately 5 feet from the flume,

Structure No, 9P - (Sta, 2 + 65): This structure is a wood frame,
two story addition to the church building covered with wood sid-
ing. The structure is in good condition and no evidence of struc-
tural distress was noted, The addition rests upon a shallow con-
crete spread footing with concrete steam walls, The building does
not have a basement, and appears to have a suspended wood floor,
The north wall footing is approximately 13 feet from the existing
flume wall.

-9-