From: Steve Ward

Sent: Fri Feb 19 07:03:30 2021

To: Gerald Fisher; Mac Corthell

Cc: Rob Justus (rob@hfdpartners.com); 'Doug Circosta'

Subject: Molalla Water

Importance: Normal

Attachments: 20210219070011762.pdf;

Gerald,

As discussed earlier this week, please see the attached. We would propose running a new public W/L (shown in red) about half way down the property and then stubbing to the west for future connection. The WM(s) would also be mid-point on the property (shown in blue). Preliminary calculations show we need either 2-2” WM’s or 1-3” WM to serve the site. This is based upon having good pressure at the site which we know is true. Can you please tell us the SS and Water SDC’s are for 2-2” WM’s vs 1-3” WM.

Thank you for your assistance.

Steven A. Ward PE

Westech Engineering Inc.

3841 Fairview Industrial Drive SE

Suite 100

Salem, OR 97302

Office 503-585-2474

Mobile 503-931-3460