My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
TETRA TECH, INC. - 2017
Clerk
>
Contracts / Agreements
>
T
>
TETRA TECH, INC. - 2017
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/25/2020 12:51:49 PM
Creation date
8/15/2017 9:58:39 AM
Metadata
Fields
Template:
Contracts
Company Name
TETRA TECH, INC.
Contract #
A-2017-154
Agency
PUBLIC WORKS
Council Approval Date
6/20/2017
Expiration Date
6/20/2020
Insurance Exp Date
10/1/2020
Destruction Year
0
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
63
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
Well #32 Rehabilitation Engineering Services <br />hipped roofs. The City facilities are typically <br />CMU buildings. <br />- We will provide options such as a gabled <br />roof and a flat roof with a parapet for the <br />City to consider. <br />- We will provide options for the building <br />exterior such as split face block with a <br />texture change along the wall height to <br />visually break up the wall face. <br />- Pilasters can be provided for structural <br />relief. <br />Hydraulics <br />WELL #32 SITE CROSS SECTION <br />9 Well pump will be selected based on the City's <br />groundwater data and the existing pump design. <br />d Pumping curve for the well pump shall be able to <br />efficiently pump over the full potential operating <br />range due to the static water fluctuations. <br />R Select pumps from City's latest preferred <br />manufacturers, including the anticipated delivery <br />time. <br />N Work closely with the City on selection of <br />equipment for the controls and SCADA. The <br />City has been working very diligently to <br />standardize their equipment for their operation <br />and communications. <br />tip Prepare an operational narrative during design <br />with the City. We have worked through this <br />process on recent projects with the City and <br />understand the need to discuss and document <br />how the well will operate and establishing the <br />initial set points for the instrumentation. This is <br />an important step as it memorializes decisions <br />and facilitates start up. <br />Write procedures for factory and field testing. <br />We have also been involved in this process <br />with the City on several recent projects and <br />understand the benefit of this effort to confirm <br />that what is being specified is being provided <br />and that it will work as expected prior to <br />Installation In the field and then the testing <br />parameters to test the equipment once installed <br />to verify Its function in the field. This goes a long <br />way in streamlining the commissioning process <br />of the new facility into the City's system. <br />Coordinate with SCE. This will involve any <br />modifications to the existing site service and <br />necessary power interruptions. <br />Pipe Design <br />CONVEYANCE PIPELINE ALIGNMENT <br />0 Perform hydraulic calculations to size the <br />pipeline and determine if a pressure sustaining <br />valve will be required. Based on our past work <br />at the John Garthe Reservoir site, constructing <br />a "goose -neck", piping brought above ground <br />to create a high point, is an effective way <br />to establish a consistent HGL and keep the <br />pipeline full. <br />
The URL can be used to link to this page
Your browser does not support the video tag.