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Last modified
4/27/2022 5:32:07 PM
Creation date
10/28/2020 1:59:49 PM
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Contracts
Company Name
CWE
Contract #
A-2020-205-02
Council Approval Date
10/20/2020
Expiration Date
10/19/2023
Insurance Exp Date
12/1/2022
Destruction Year
2028
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City of Santa Ana <br />On -Call Stormwater Project Design Services RFP No.: 20-102 <br />Sewer Diversion <br />Low flow diversions have been used in Southern California over the past several decades to <br />capture dry -weather flows, which have often been associated with high concentrations of <br />pollutants. This allows the wastewater treatment plant to treat runoff before discharging it or <br />using it for non -potable or recycled water, therefore reducing pollutant loads to downstream <br />receiving waters while providing addition conservation/water reliability benefits. These are a <br />great way of addressing dry -weather TMDLs, especially when there are space concerns or <br />infiltration is not feasible. Sewer discharge fees are one thing to consider, as they will continue <br />in perpetuity. Water conservation efforts made in response to recent drought years has resulted <br />in households using less water and creating less wastewater, <br />which has impacted some treatment plants that rely on a specific <br />inflow for the treatment processes to work. Some Sanitation <br />Districts have been open to accepting storm flows in addition to <br />dry -weather flows to help solve these issues. While the discharge <br />fees may make this approach less favorable, it may be an option to <br />consider, especially when infiltration is not feasible and there is <br />limited space for other infrastructure. We have led several similar <br />projects (identified in our experience) and understand the <br />coordination required and electrical components to regulate <br />discharges. We understand a low flow diversion exists in the <br />Newport Bay Watershed on the Santa Ana -Delhi Channel, and <br />there may be additional opportunities within the watershed to assist Diversion' <br />with compliance. <br />Table 4 Common Sewer Diversion Challenges and Constraints <br />Stakeholder coordination early on to understand capacities and <br />Sewer capacity <br />opportunities for upsizing, while alternatively, storage can be <br />provided and used to regulate flows to meet available capacities <br />Fees identified early in the assessment process so that they can <br />Discharge fees <br />be considered as part of operation and maintenance costs before <br />major decisions are made <br />Wastewater treatment plants are not designed to treat high <br />Influent water quality <br />sediment loads; therefore, monitoring may be needed to <br />determine if pretreatment is needed and to what level <br />Flow meters and other equipment can be used to help reduce <br />Sewer overflows <br />risks of overflows, along with coordination with sewer <br />owner/operator <br />Backwash of sewer flows <br />Check valves and pumps may be used to prevent cross <br />into storm drain <br />contamination from occurring and degrading water quality <br />a _111- CWE7 <br />
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