From: Rob Justus

Sent: Mon Mar 15 13:40:52 2021

To: Gerald Fisher

Subject: affordable housing

Importance: Normal

Gerald

Do you have an idea of potential credits for our project? Thanks.

Rob Justus

(971) 222-8282

From: Gerald Fisher <gfisher@cityofmolalla.com>

Sent: Monday, February 22, 2021 5:39 PM

To: Steve Ward <sward@westech-eng.com>

Cc: Rob Justus <rob@hfdpartners.com>; 'Doug Circosta' <dougcircostaarchitect@gmail.com>; Mac Corthell <mcorthell@cityofmolalla.com>

Subject: RE: Molalla Water

Hi Steve,

Been booked in meetings and emergency management stuff. Will try to look at this tomorrow. Thanks.

Regards,

Gerald Fisher, P.E. | Public Works Director

City of Molalla

117 N Molalla Ave. | PO Box 248 |Molalla, OR 97038

Office: 503.829.6855 | Direct: 503.759.0218

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From: Steve Ward <sward@westech-eng.com>

Sent: Friday, February 19, 2021 7:04 AM

To: Gerald Fisher <gfisher@cityofmolalla.com>; Mac Corthell <mcorthell@cityofmolalla.com>

Cc: Rob Justus (rob@hfdpartners.com) <rob@hfdpartners.com>; 'Doug Circosta' <dougcircostaarchitect@gmail.com>

Subject: Molalla Water

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