Treatment Plant. The treatment plant shall be designed and constructed to provide capacity to treat an average daily flow of 5 million gallons per day (MGD). The plant is expected to have the following processes: 1) screening, 2) grit removal, 3) primary clarification, 4) aeration, 5) secondary clarification, 6) disinfection, 7) disinfection deactivation (if required), and 8) final effluent discharge to the Mississippi River. The Treatment Plant shall provide facilities to treat all effluent to the following levels: BOD5, mg/l Less than 30 mg/l Total Suspended Solids, TSS, mg/l Less than 30 mg/L BOD5 and TSS limits shall be based on 30 day (monthly) average values of tests performed daily on 24 hour composite samples of effluent. Screenings and grit shall be removed and handled in a manner to minimize the amount of organic matter removed from the process. Biological sludge removed during the treatment process shall be stabilized and dewatered by processes that will produce sludge of Q quality equivalent to sludge that is stabilized in aerobic digesters for a period of not less than [ ] days, followed by dewatering in open sludge drying lagoons with a depth of not greater than 0.5 meters for a period of [ ] days or more. Sludge moisture content shall be suitable for the intended use or disposal method, but shall not be less than [ ]% solids content for disposal in the municipal landfill. The maximum levels of contaminants that Registered Users connected to the System will be permitted to discharge will be governed by the State Law Requirements. The achievement of the Performance Standards shall be subject to the maximum and average level of contaminants from any single user of the following: BOD5 mg/1 250 COD mg/1 415 TSS mg/1 200 VSS mg/1 160 Temperature 0C 200 (+,- 50 C) pH Range pH =6 to pH = 8 Conductivity mS/m Oils & Fats mg/1 65
Treatment Plant. Proposed Phase 1
Treatment Plant. Standby is time during which an employee is not required to be at the work location or at the employee’s residence but is required to be available for immediate return to work. Each plant maintenance craft may create a standby list of a minimum of three (3) employees. Standby lists shall first be populated by volunteers. If, after allowing for volunteers, the standby list still does not meet the three (3) employee minimum, OCSD shall populate the remaining vacant slots of the standby list by means of reverse seniority within the division. Employees who volunteer or are mandated to be on the standby list shall be competent, experienced, journey level employees. Employees who are on their initial probation shall not be eligible for standby.
19.1.1. Each craft may create additional standby lists if anticipated work requires a specific skill set that may not be readily available on the existing standby list. If additional standby lists are required, affected employees will be notified.
Treatment Plant. The Treatment Plant hydraulic and process designs will be monitored during operation throughout the Term. The results of daily monitoring for flow rate and each of the effluent parameters listed in Annex 3 will be performed on 24 hour composite samples of the effluent and the results recorded in plant monitoring reports. Monthly reports will be submitted to the Government showing the results of the daily testing and monthly averages compared to the limits specified in Annex 3. Testing and reporting procedures shall be in compliance with Standard Methods for the Examination of Water and Wastewater published as a joint effort of the American Public Health Association, American Water Works Association, and the Water Pollution Control Federation.
Treatment Plant. Additional criteria developed outlines the requirements for Treatment Plant employees to advance beyond Level 5.
Treatment Plant. Effluent will be inspected for color and stability. Air mixing valves will be adjusted for correct operation.
Treatment Plant. Hourly Rate for facilities not mentioned 5. above/extra work. /Assume 100 Hours\ *Work should be quoted at contractor's prevailing wage rates.
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2. Hourly Rate for San Xxxx Rey Water Reclamat on Facilitv Hourly Rate for Mission Basin Groundwater Purification Facilitv ¢ '7'1. '72- ¢ (,q,ry2.
Treatment Plant. Parks Employees cleaning and removing fecal matter;
Treatment Plant. The City shall be solely responsible for operation and maintenance of the City’s Wastewater Treatment Plant and disposal system. The District will contribute to the costs of operating and maintaining the plant as provided herein.
Treatment Plant. The Groothoek Water Treatment Works has a design capacity of 18 Mℓ/day and was recommissioned after having been non-operational for three years. This treatment works is operating at 2 Mℓ per day to ensure sustainability of the raw water resource. The Groothoek Dam receives its water primarily from the Kgabanyane River and gravitates from the dam into the Groothoek Water Treatment Works for treatment.
