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Res 1993-174
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Res 1993-174
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7/5/2007 3:28:08 PM
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7/5/2007 3:28:08 PM
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City Clerk
City Clerk - Document
Resolutions
City Clerk - Type
Agreement
Number
1993-174
Date
10/11/1993
Volume Book
112
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<br />1~3J <br /> <br />2. Conduct field studies of the San Marcos River to calibrate and <br />verify the water quality model. Velocity, flow and depth relationships <br />for the San Marcos River will be part of this field study. <br /> <br />3. Set-up Model. An appropriate USEPA or TWC approved computer <br />modeling program will be selected and used to estimate water quality in <br />the San Marcos River. The study segment will extend from its source to <br />a point downstream of the WWTP. The downstream limit of the model will <br />be based on the need to include points in the study segment where <br />critical water quality conditions may occur. For example, for the <br />dissolved oxygen (DO) evaluation, the study segment must extend as far <br />downstream as the point(s) where the minimum DO concentration or usagu <br />occur(s). <br /> <br />4. Calibrate Model. The model will be calibrated on the basis of <br />hydraulic and water quality data. This will be achieved by adjusting <br />model parameters until the simulated results compare reasonably close to <br />the provided data. <br /> <br />5. Develop Effluent Criteria Scenarios. Three different wastewater <br />treatment scenarios will be considered, including the existing NPDES <br />permit restrictions and two hypothetical increased treatment scenarios. <br /> <br />6. Run Models. The water quality model will be used to evaluate the <br />impacts of three effluent criteria scenarios on the water quality of the <br />San Marcos River. The WWTP will be input as a point source to the <br />model. Other significant point source discharges to the study segment <br />identified in Task 1.c will also be included in the model. <br /> <br />7. Analyze and Present Results. The results of the modeling effort <br />will be analyzed to identify critical water quality conditions that may <br />occur in the San Marcos River for the various effluent criteria and <br />treatment scenarios. Potential water quality problems and exceedance of <br />water quality criteria will be identified. The results of the study, <br />along with descriptions of the modeling procedures, data results, <br />findings and conclusions, will be doc~mented in a working paper. <br /> <br />E. Existing Facilities. <br /> <br />1. Review available plans, drawings and other information concerning <br />existing treatment plant facilities. <br /> <br />2. Visit the plant site and discuss facilities and operations with <br />plant staff. <br /> <br />3. Determine hydraulic adequacy, treatment capacity, and expansion <br />potential of the existing facilities based on the projected wastewater <br />quality and quantity criteria established above. <br /> <br />4. Prepare description of existing facilities, review with City and <br />revise as required. <br /> <br />06/02/93 <br /> <br />A-3 <br />
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