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Kirk Brooks <br />To: Jane Zimmerman <br />Subject: RE: 4418 Evergreen Way <br />Jane, based on the chart information I have, there is a high probability that the existing side -sewer is a 4", which would not <br />be acceptable for the commercial use. I will note on the plans that they need to rebuild it out to the main and that they need <br />to avoid conflicts with the new drainage system. This should be easily accomplished since the main appears to be 9 or 1 Oft <br />deep at this location. Thanks for your help. Kirk <br />From: <br />Jane Zimmerman <br />Sent: <br />Tuesday, April 08, 2008 3:45 PM <br />To: <br />Kirk Brooks <br />Subject: <br />4418 Evergreen way <br />Hi Kirk - <br />I slopped in and looked at the plans for 4418 Evergreen Way. I had asked for clearance info for the storm drain/side <br />sewer crossing in the parking lot - they haven't provided it. And given the lack of any elevations on the side sewer (which <br />was one of the reasons I asked for the invert elevation of the existing side sewer they are tying into - and I thought that <br />information would also be necessary to determine if it was even feasible to tie into the existing side sewer) I simply cannot <br />tell if there is a conflict or not. <br />If you're willing to sign them, go ahead. I'm not without some idea of whether or not there is going to be a utility conflict in <br />the parking lot. <br />Thanks. <br />Jane <br />