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: Characteristic Effluent Limit 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. Solids Criteria 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. System User Limits 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: Parameter Units Maximum 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. 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.
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. Annex 5 Insurances
Treatment Plant. Proposed Phase 1 Future Phases Ascension Parish has grown from just over 50,000 persons in 1980 to 77,347 in 2000 according to the U.S. Census and to an estimated 124,672 by the American Community Survey in 2018. From 1980 to 2018 Ascension Parish has grown by over 149% compared to the state’s population growth over this same time period of about 9%. From 2000 to 2018 the Ascension Parish population has grown by over 60% while the state’s population has grown by just over 6.5%. The unincorporated areas of Ascension Parish on the east bank are also the areas in which the continued growth of the Parish is expected. From 2010 to 2018 Ascension Parish’s population grew by 13% with a 10% growth in both Gonzales and Donaldsonville and a 14% growth in the unincorporated areas. The focus of the negotiations between the Ascension Parish Council and Ascension Sewer LLC is the 2 From presentation by Ascension Sewer LLC to the Utilities Committee of the Ascension Parish Council, May 7, 2019. Economic Analysis Ascension Sewer LLC Project Page 4 unincorporated areas on the east side which is the Parish’s fastest growing area. The purpose of the negotiations is to consolidate the Parish’s dispersed and inadequate sewer infrastructure, recognizing that water quality regulations on Bayou Manchac and other waterways in the Parish that receive treated sewer effluent will become more stringent. The more stringent water quality regulations will increase the cost to citizens directly and/or indirectly by increasing the costs to the Parish. If more stringent water quality regulations are not passed and sewer effluent flows into Bayou Manchac and other waterways in the Parish, there will be potential costs in terms of additional costs imposed by state and/or federal agencies, less land development, and reduced land values. The purpose of this study is to examine the benefits and costs of the proposed Cooperative Endeavor Agreement (“CEA”) with Ascension Sewer LLC in which Ascension Parish retains ownership and control of the assets of the sewer system; retains oversight of performance and rate-making authority; will benefit from the growth of the utility system without any investment; and, the Parish-owned utility will continue to qualify for federal and state disaster recovery funds and low-cost financing. Ascension Sewer LLC will acquire AWT and integrate its customers into the Ascension Parish sewer system. Ascension Sewer LLC will be responsible for all operating expenses and...
Treatment Plant. The treatment plant shall be designed and constructed to provide initial 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,
Treatment Plant. The Treatment Plant shall be designed and constructed to provide capacity to treat an average daily flow of []cubic meters per day with an appropriate peaking factor. The Treatment Plant shall provide facilities to treat all effluent that will be available for reuse to the following levels: Wastewater Treatment Plant Effluent Standards For Irrigation and Industrial Reuse Characteristic Effluent Limit BOD5, mg/l Less than [ ] Total Suspended Solids, TSS, mg/l Less than [ ] Fecal Coliforms None detectable per [ ] ml Chlorine Residual Equal or greater than [ ] mg/l Effluent sold for reuse will be hauled from the Treatment Plant site by the user Municipality or other user. A truck loading facility shall be constructed on or adjacent to the Treatment Plant for the purpose of loading haul trucks. Effluent that is not sold for reuse, shall be discharged or disposed of by environmentally sound methods acceptable to the Government. Effluent that will be discharged or disposed of shall be treated to the following limits: Wastewater Treatment Plant Effluent Standards For Discharge to Water Courses, Disposal Ponds, or Ground Water Characteristic Effluent Limit BOD5, mg/l Less than [ ] Total Suspended Solids, TSS, mg/l Less than [ ] BOD5 and TSS limits shall be based on 30 day (monthly) average values of tests performed daily on 24 hour composite samples of effluent. Coliform count shall be based on a 7-day median value and shall not exceed [ ] fecal coliform organisms per 100 millilitre in any sample. Chlorine residual shall be measured after a minimum contact time of [ ] minutes.
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.
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. Two pairs of uniform trousers, three uniform shirts, three T-shirts, one winter parka and one (1)medium weight windbreaker. Coveralls as required. In addition, an annual allowance of up to ninety dollars will be paid to each permanent employee, upon submission of acceptable receipt specifying the purchase of appropriate approved safety footwear. Where identifying shoulder flashes are supplied, they will be appropriately worn. Employees will respect clothing issue which may be identified as City of Peterborough issue and it is understood and agreed such clothing will not be worn at times or in a manner which will discredit the employer subject to disciplinary action. The clothing issue is for the sole use of the employee to whom it is issued and may not be sold, exchanged or given by the employee to any other person. Articles of clothing issue which become worn out or irreparably damaged in the service of the Employer will be replaced without charge with new articles upon presentation or surrender of the worn out or damaged items. Employees of the Building Maintenance Division who have accepted positions where the have stipulated that the successful candidate must provide own transportation in order to fulfil the job requirements, must do so. Employees of this Division who have accepted positions for which did not require a vehicle will not be required to provide the same. Where future of vacancies in the Building Maintenance Division require that the successful candidate provide own transportation in order to fulfil the requirements of the job, the successful candidate must, as a condition of employment, accept the same. Employees using their own vehicles will be reimbursed in accordance with the Corporate Policy on Mileage. ARTICLE WELFARE Sick leave is the period of time an employee is permitted to be absent from work with pay in accordance with Article by reason of being sick, disabled, quarantined because of exposure to a contagious disease or because of an accident which is not compensable under the Workers' Compensation Act. with By-law which supersedes By-law the following short- plan is provided. Entitlement to short-term disability benefits shall be based on as a permanent, full-time employee calculated from the employee's date to the following schedule. yea s but less than years yea s but less than years but less than years years but less than years yea but less than years but less than years a ye s but less than years over years no coverage week...
Treatment Plant. (1) Effluent will be inspected for color and stability. Air mixing valves will be adjusted for correct operation.
