My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Jacobs Engineering Group Inc. 2/8/2021
>
Contracts
>
6 Years Then Destroy
>
2022
>
Jacobs Engineering Group Inc. 2/8/2021
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/10/2022 10:25:51 AM
Creation date
2/22/2021 10:56:50 AM
Metadata
Fields
Template:
Contracts
Contractor's Name
Jacobs Engineering Group Inc.
Approval Date
2/8/2021
Council Approval Date
2/3/2021
End Date
12/31/2022
Department
Public Works
Department Project Manager
Dave Voigt
Subject / Project Title
CSO Storage at 36th St, Prelim Engineering
Public Works WO Number
UP3700
Tracking Number
0002775
Total Compensation
$323,082.00
Contract Type
Agreement
Contract Subtype
Professional Services
Retention Period
6 Years Then Destroy
Document Relationships
Jacobs Engineering Inc. 11/3/2022 Amendment 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Agreement\Professional Services (PSA)
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
33
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
model info shall be used for critical elevations and information in Phase 1; a ground survey <br /> basemap will be completed in Phase 2. <br /> Deliverables: <br /> • Preliminary basemap file (pdf) <br /> 240- Evaluation of Previously Modeled CSO Control Volume and System Operations <br /> Assumptions: <br /> The following is a brief description of the operating strategy for the City's preferred concept for <br /> the wet weather and CSO flow handling: <br /> 1. Normal dry weather and modest wet weather flow: At 36th St Regulator, flow goes north <br /> and continues in the Summit Interceptor. Weir heights should prevent flow from <br /> continuing east to the SRI (72") and prevent flow from going to the CSO storage. <br /> 2. Wet weather flow: At 36th St. Regulator, flow continues north in Summit Interceptor, <br /> but is allowed to go over the weir and flow east to the SRI (72"). Flow should not be <br /> going to CSO storage yet. The HGL at the SR08 regulator should remain below the <br /> setpoint that triggers the slide gate to open and become a CSO event. <br /> 3. More wet weather flow: When the HGL at the SR08 regulator is close to opening the <br /> slide gate, flow should enter the CSO storage vault and continue to accumulate there <br /> and maintain the HGL at the SR08 regulator below the slide gate opening setpoint. <br /> 4. More wet weather flow: When the CSO storage is filled, and the HGL at the SR08 <br /> regulator reaches the setpoint, the slide gate would open sufficiently to maintain the <br /> HGL near the setpoint level. <br /> In summary: <br /> 1. The Summit Interceptor should continue to carry as much flow as possible and no flow <br /> to SRI (72") nor to CSO storage. <br /> 2. The SRI (72") should be utilized to carry as much flow as possible without causing a CSO <br /> at SR08 and without accumulating flow in CSO storage. <br /> 3. The CSO storage vault and SRI (72") shall be utilized to handle as much flow as possible <br /> without causing SSOs or CSOs anywhere in the system. <br /> 4. The SR08 regulator (slide gate) can open when the CSO vault is full and the SRI (72") is <br /> at maximum capacity. <br /> The Consultant shall perform the following: <br /> a. Review sewer flow monitor data (.csv files) in six(6) locations and for 6-month <br /> time period <br /> b. Review storm events (precipitation) used to size conveyance infrastructure (24 <br /> hour,Type 1A design storm) and storage facility (69 series storm with 24th largest <br /> 7IPage <br />
The URL can be used to link to this page
Your browser does not support the video tag.