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Re: Sunken caisson

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     I would pay extra attention to the drainage around it and check storm
surge level records to see what to expect (if anything).  Maybe AWWA has
some applicable QC information.

-----Original Message-----
From: Motiwala, Khalid <MotiwalaK(--nospam--at)>
To: 'seaint(--nospam--at)' <seaint(--nospam--at)>
Date: Tuesday, September 21, 1999 9:42 AM
Subject: Sunken caisson

>I am writing a performance spec for a "sunken caisson". The sturcutue is a
>40ft dia x 60ft deep pump station. I am looking for quality control
>parameters (out of plumb, etc) and for contractors close to South Carolina
>who are familiar with this method.