From: Jennifer Cline
Sent: Mon Jan 25 14:07:22 2016
To: Chris Link
Subject: Re: Molalla Avenue Request for Clarification
Importance: Normal
Hi Chris,
You're recommendations below are acceptable to me.
Thank you,
Jenn
Sent from my iPhone
On Jan 25, 2016, at 1:32 PM, Chris Link <Chris.Link@msa-ep.com> wrote:
Jenn – see email below. Our intent to that the private storm connections to the new 30-inch pipe would not be fabricated tees, but rather and inserta-tee or equal product. Also, we were not anticipating clean-outs for each storm connection would be required. Can you confirm that this approach is acceptable to the City?
Chris Link, P.E. | Civil Engineer, Associate
Licensed in OR, WA
T: 541.741.2975 | Cell: 503.869.4885 | Chris.Link@msa-ep.com
777 High Street, Suite 200 | Eugene, Oregon 97401 | 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.
From: Martin.Adams@Ferguson.com [mailto:Martin.Adams@Ferguson.com]
Sent: Monday, January 25, 2016 1:27 PM
To: Chris Link <Chris.Link@msa-ep.com>
Subject: Molalla Avenue Request for Clarification
Chris,
Can you clarify the requirement for reconnection of storm drain laterals to the new 30-inch storm mainline? Fabricated tees would be an extremely expensive option for pipe this size. Fabricating tees to order, based on the diameters of pipes discovered as the project goes along may result in unreasonable delays. I assume that the majority of the reconnections would be 4 or 6 inch for storm services, and Inserta-tee, type fittings would work well here. Also, will each of the storm reconnections require a cleanout?
Thank you,
Martin Adams
Estimator
Ferguson, a Wolseley company 3650 Kashmir Way Salem OR 97317 USA
T: (503) 362 2436 F: (503) 362 2408 E: martin.adams@ferguson.com
"You can't build a reputation on what you are going to do." - Henry Ford