FLOW METERS. Flow meters shall be installed at all pump stations and at locations required by the Manager.
FLOW METERS. It is understood and agreed that two (2) measuring devices, at least one of which shall be fixed and adequately measure total flow into the wastewater treatment plant, shall be installed within the wastewater treatment plant and that an additional pair of meters is located at the southerly boundary line of CAYUCOS. The flow meters shall be calibrated at least annually by a mutually agreeable outside consultant. The meters shall be maintained and repaired as operational expenses of the wastewater treatment plant and common outfall line and paid in the same manner thereof. The plant operator shall furnish CAYUCOS and MORRO BAY with a monthly flow analysis showing the flow through such meters. Each party shall have the right at any reasonable time to have access to, and to test, any such flow meters.
FLOW METERS. Flow meters shall be two-wire differential pressure cell transmitter type, employing a rupture proof bellows design. Flow meters shall have a LCD indicator and shall generate a 4-20 mA output. Meters will read in inches of water or pounds per hour and shall be accurate to within plus or minus 4 percent of actual flow measurements. Normal operating readings shall be indicated within the middle one-third range of the indicator. The indicator shall be installed on a common instrumentation panel and/or the PLC display and measure, as a minimum, the production rate of the system in SCFM.
FLOW METERS. The District currently has a master sewage meter which measures all sewage flow from District property excluding specific customers of the District system where it is physically most efficient and cost-effective to connect them to the City’s sewage collection system and not have their wastewater flow through the master sewage meter. For billing purposes, it is the City’s policy to xxxx for sewage service based on metered water consumption for commercial customers. As the District has developed, virtually all of its sewage is equivalent to that of a commercial customer sewage flow. Therefore, the City will xxxx District tenants based on metered water consumption, as it does all other commercial customers. (Need to update this as appropriate to the set of the systems when established.)
FLOW METERS. To facilitate payment of sewage treatment costs by PSSGID to PAWSD, flow meters shall be incorporated into the design of the Project to determine PSSGID effluent flow to the Vista WWTP.
FLOW METERS. Pursuant to 20.6.2.3107 (A) and 20.6.2.3109 (C), the Permittee shall employ a flow metering system that uses flow measurement devices (flow meters) to measure the volume(s) of 1) wastewater discharged from the production area and 2) wastewater transferred and land applied at the facility. All flow meters employed at the facility shall be managed in accordance with the conditions listed in Table B5 below.
a) None required.
b) None required.
c) The Permittee shall provide evidence of the volume of the tanker truck or other wastewater transport/land application vehicle as required in Table B2i) and count the number of loads applied to each land application/surface disposal zone to determine the volume of wastewater applied. Partial loads shall be measured via a site gauge, dipstick, or other approved method.
d) The Permittee shall measure the monthly volume discharged to each field within the land application area. The Permittee shall maintain a log that records the date that discharges occur to each field, monthly loads and units of measurement. The log shall be used to calculate the total monthly volume of wastewater discharged to each field. The monthly volume discharged to each field shall be used on the LADS to calculate nitrogen loading. A copy of the log shall be submitted to NMED in the Quarterly Monitoring Reports due by February 1st, May 1st, August 1st, and November 1st each year .
e) Record the volume of wastewater applied (without adjustments or deductions) and submit in the Quarterly Monitoring Reports due by February 1st, May 1st, August 1st, and November 1st each year. Include the date, time and units of each measurement (tanker truck loads or gallons), and calculations for the average daily volumes of wastewater applied, reported in gallons per day. Stateline Ranch, DP-1955 Page 10 of 18 Draft: February 27, 2023
FLOW METERS. Sewage flow meters throughout the KIWWTP are tested and calibrated quarterly by in-house personnel and annually by an independent third party. The communities and Authorities (Sewer Signatories) which have sewage treated at KIWWTP test and calibrate their own meters. All calibrations and certifications are provided to the OoC. EFFLUENT QUALITY - The chemical and biological limits allowed by the NPDES permit and the Lease are indicated in the chart and graphs below. No limits were exceeded. EFFLUENT PARAMETERS Performance Standards NPDES Discharge Permit Effluent Limitations Parameter LCA Monthly Average Effluent Concentration Monthly Average Effluent Limit Weekly Average Effluent Limit Instantaneous (Daily) Maximum Effluent Limit Carbonaceous Biochemical Oxygen Demand (CBOD5) Met Requirement ≤ 12 mg/L 20 mg/L 30 mg/L 40 mg/L CBOD5 Percent Removal Met Requirement ≥ 90 % ≥90 % --- --- Total Suspended Solids (TSS) Met Requirement ≤12 mg/L 30 mg/L 45 mg/L 60 mg/L TSS Percent Removal Met Requirement ≥90 % ≥90 % --- --- Ammonia Nitrogen (NH3-N) May 1 to October 31 Met Requirement ≤4.0 mg/L 5 mg/L --- 10 mg/L Ammonia Nitrogen November 1 to April 30 Met Requirement ≤12.4 mg/L 15 mg/L --- 30 mg/L Fecal Coliform May 1 to September 31 Met Requirement 200/100 ml geometric mean --- --- Fecal Coliform October 1 to April 30 Met Requirement 2,000/100 ml geometric mean --- --- Residual Chlorine Met Requirement ≤0.5 mg/L --- --- pH Met Requirement 6.0 to 9.0 SU --- --- Dissolved Oxygen Met Requirement 5.0 mg/L minimum --- --- HAULED WASTE - Septage and landfill leachate are hauled into the KIWWTP for treatment. The total volume of hauled wastes treated at the KIWWTP in 2020 was approximately 39% less than in 2019. The decrease is from the attributed from less rainfall in 2020 in relation to the significant wet- weather events the region endured during 2019. No wastewater from fracking operations was treated at the KIWWTP. Volumes of hauled waste are limited by the OS. HEADWORKS (OUTFALL 003) BYPASS – Five bypasses occurred at the KIWWTP Headworks in 2020. On May 25, 2020 approximately 116,337 gallons of wastewater was discharged from Outfall 003. The discharge was the result of loss of power on one of the power supply lines caused by a nearby vehicular accident. The operator on duty was not able to restore the facility power through the redundant power supply line in time to prevent a headworks bypass. On August 4, 2020 approximately 9.1 MGD of sewage was discharged from Ou...
FLOW METERS. York shall provide and install a Wastewater flow metering station at the Municipality’s Point of Connection and the Treatment Plant headworks that will achieve the maximum practicable accuracy. Costs associated with the provision and installation of the Wastewater flow metering and sampling stations shall constitute O&M Expenses. The metering station shall be equipped with a flow reading system that will collect and transmit meter readings for download and a display that will allow the rate and total to be read in standard engineering units.
FLOW METERS. A. Capable of accurately measuring the flow from an Eductor, Pumped Well, or Wellpoint system within 10% of anticipated flow.
B. Capable of reporting current flow in gallons per minute and total flow volumes in gallons or cubic feet.
C. Factory calibrated within 1 year of data acquisition.
D. Sized to account for the anticipated and actual flow rate of the well or discharge being monitored.
FLOW METERS. Columbia shall be solely responsible for the installation, operation, and maintenance of flow meters required under this agreement.
