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AG19880104
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AG19880104
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Last modified
3/28/2003 9:14:19 AM
Creation date
11/27/2017 12:07:38 PM
Metadata
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Template:
Meeting Minutes
Doc Type
Agenda
Meeting Minutes - Date
1/4/1988
Board
Board of Commissioners
Meeting Type
Regular
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m i <br /> <br /> City of Concord Flows- 10 MGD <br /> BOD- 25~020 lbs. (300 mg/L) <br /> COD- 56,295 lbs. (675 mg/L) <br /> TSS- 14,595 lbs. (175 mg/L) <br /> NH3 1,251 lbs. ( 15 mg/L) <br /> <br /> 2) Waste load allocations shall be established by the City to limit <br /> the discharge by the County for the control parameters determined by <br /> the City. The wastewater discharge from the County shall at all times <br /> comply with the following standards: <br /> <br /> CONTROL PARAMETER DISCHARGE LIMITATION MONITORING REQUIREMENTS <br /> <br /> lbs/day other units <br /> <br /> Daily Avg. Daily Max. Daily Avg. Daily Max. <br /> <br /> Flow 4.00 MGD <br /> BOD5 10~008 300 MG/L <br /> COD 22,518 675 MG/L <br /> TSS 5,838 175 MG/L <br /> NH3-N 500 15 MG/L <br /> <br /> Limitations for metals and other parameters may also be included <br /> at a later date if necessary. <br /> <br /> The County's discharge pH shall not be less than ~ standard <br /> units nor greater than ~ standard units and shall be monitored as <br /> required by the City. <br /> <br />3) Waste load allocations shall be recalculated and limitations <br /> modified as deemed necessary by the City to provide adequate service to <br /> all service areas due to changing state or federal requirements. <br /> <br />4) Special Conditions: <br /> <br /> The load allocation and discharge limitations are based upon <br /> Cabarrus Countyts Reserve Capacity. The treatment capacities to be <br /> allocated to the Jurisdictions and dischargers served by the County are <br /> included and a part of the County's 4.0 MOD Reserve Capacity. Prior <br /> written approval shall be obtained from the County before the City <br /> establishes or modifies any load allocations which are a part of the <br /> County's Reserve Capacity. <br /> <br /> 2 <br /> <br /> <br />
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