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PROPOSED WEEP HOLE ;!/2 FOR ROOF DRAIN 207.3 '1l. Iii EE AFW. I '180.63 '.... ..010 'SCALE: 1 10 'SANITARY MANHOLE.STORM MANHOLEAPPLICANT/OWNER:EDGEWATER VILLAGE, LLC 2839 SW 2ND AVE. PORTLAND, OREGON
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How to fill out proposed weep hole

How to fill out proposed weep hole
01
Step 1: Locate the weep hole on the wall or structure where water needs to be drained.
02
Step 2: Remove any debris or obstructions from the weep hole using a small brush or compressed air.
03
Step 3: Insert a weep hole screen or cover to prevent insects or rodents from entering.
04
Step 4: Ensure that the weep hole is clear and able to let water drain freely.
05
Step 5: Regularly inspect and clean the weep hole to prevent clogging or blockage.
Who needs proposed weep hole?
01
Proposed weep holes are beneficial for structures with masonry walls or retaining walls that may accumulate water.
02
Homeowners, contractors, and builders who want to prevent water damage and moisture buildup in walls need weep holes.
03
Weep holes are also necessary for areas prone to heavy rain or flooding, as they help drain excess water and prevent structural damage.
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What is proposed weep hole?
Proposed weep hole is a small opening designed to allow drainage of water from behind a retaining wall or foundation.
Who is required to file proposed weep hole?
Property owners or contractors responsible for the construction or maintenance of a retaining wall or foundation are required to file proposed weep hole.
How to fill out proposed weep hole?
To fill out proposed weep hole, you need to provide information about the location, dimensions, and purpose of the weep hole.
What is the purpose of proposed weep hole?
The purpose of proposed weep hole is to prevent water build-up and pressure behind a retaining wall or foundation, which could lead to structural damage.
What information must be reported on proposed weep hole?
The information reported on proposed weep hole should include the location, dimensions, materials used, and any relevant engineering or construction details.
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