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SWWRF - Coggle Diagram
SWWRF
Action Items
Site Alternatives Analysis
MAtt
Route Analysis
Piping Routing
Jordan/Neil
Schedule Meeting 29th - 1st
Contact Aqua on 15-foot tank height
Matt/Tim
Contact Mike at Mckim as well
Funding Research
All teams
Scheduling Meeting with Sam
Jeff
Drone Flight Meeting
Neil
Jeff to Reach out ot Chuck H
ERP Information
Jordan
Data
Headworks 18 ADF, 54 MGD PHF
Optimal Depth for AGS - 22-23 feet
Floor is not flat across Anoxic Basin
AGS WAS Thinner - 4,000
Approach to SEWRF
Multiple Tank Solution
Derating the Existing Plan versus the AGS System
Items to include in Approach
Early Fixes for Hydraulics
Appeal to Sam
Tie Effluent from Splitter Box Together
Early Packages for Pipe and Diamonds
Current Filters aren't meeting Class 1 Rel
Filters
Piping at Splitter box
Possibly - Use Anoxic as EQ Storage
Potentially eliinate Buffer Tank
Funding and Grants Section
Process Team - Experience
Scheduling with the CMAR
Dates set by Engineer
Jacobs Team
Michelle
Tim
Firas
Inside sales with Jacobs
Challenges
Hydraulic Challenges with Splitter Box
How to get the flow to the new location
Inflow and Infiltration
Recharge Well
Ideas
Could we re-use the existing anoxic basins
Can we re-use? Are they deep enough
Depth of the Tank?
Could we use a different location for the site
Use the location of the original headworks
Selection committee
Sam
Brett
Chuck - Non Voting
How Does Someone Beat US?
WT - Going to Find a Way to Use these Tanks
Confirm with Aqua if they could use these tanks
Funding??
Should this be apart of our approach
Questions to ask
Do they have any capacity issues on solids holding?
What's Absolute Minimum Depth for AGS?
Schedule
Hydraulic Fixes Early?