From: Jennifer Cline

Sent: Thu Jun 02 17:57:47 2016

To: Sarah Kennedy

Cc: Greg Spence; Mike Houck; Adam Shultz; Jake Ehredt; Chris Link; Daphne Marcyan; Randall Stark

Subject: FW: Molalla - 30" SD and Waterline Connection Options

Importance: Normal

 

Hi Sarah,

As an alternative to the method discussed in today’s meeting for adjusting the water lines at the 30” storm locations in the intersections, Daphne has provided below some suggestions that I believe may save additional time in the schedule. I agree with her suggestions below.

Please let us know your thoughts.

Thank you,

Jennifer Cline, P.E. | Public Works Director

Licensed in OR, WA

City of Molalla

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

O: 503.759.0218 | F: 503.829.3676

From: Daphne Marcyan [mailto:Daphne.Marcyan@msa-ep.com]

Sent: Thursday, June 02, 2016 5:13 PM

To: Jennifer Cline <jcline@cityofmolalla.com>

Cc: Chris Link <Chris.Link@msa-ep.com>; Randall Stark <Randall.Stark@msa-ep.com>

Subject: Molalla - 30" SD and Waterline Connection Options

Hi Jennifer,

Thanks for discussing the waterline connections at the 30” SD crossings. A suggestion for the Contractor to resolve the conflicts in these locations is to make the waterline connections and construct the new waterlines all the way to the locations of the proposed tee and valve.

For example, on 2nd Street, the Contractor could connect to the existing 6” waterline, go under the 30” SD, and continue the new waterline to the proposed 10”x6” tee and 6” gate valve. For the temporary condition, they would close the 6” gate valve and install a thrust block behind the tee. They would come back later and install the proposed 10” waterline in the north south direction and connect to the tee.

It is possible to remove the horizontal jog(s) if the Contractor removes the section of existing waterline along the existing water line alignment.

The suggestion of constructing the segments of waterline to their proposed valve and tee locations may be preferable for resolving the conflicts with the 30” SD.

I am available to review each intersection in more detail with the Contractors if that would be helpful. Tomorrow, I am not planning to be in the office but I will check email and respond as I am available.

Thanks,

Daphne Marcyan, P.E. | Civil Engineer

Licensed in OR, WA

T: 503.225.9010 | Daphne.Marcyan@msa-ep.com

121 SW Salmon, Suite 900 | Portland, Oregon 97204-2919 | www.msa-ep.com

Murray, Smith & Associates, Inc. | Your Public Works Partner

Notice: This e-mail and any attached files are the private confidential property of the sender, and the materials are privileged communications intended solely for the receipt, use, benefit and information of the intended recipient indicated above. If you are not the intended recipient, you are hereby notified that any review, disclosure, copying, distribution, or taking of any other action in reliance on the contents of this transmission is strictly prohibited, and may result in legal liability on your part. If you have received this e-mail in error, please notify us immediately at the above address.

P Please consider the environment before printing this e-mail.