SITE INFORMATION AND CORRESPONDENCE

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` ADDOONAL INFORMATION REQUIRE*NTS LOCIiEFORD COMMUNITY SERVICES DISTRICT SAN JOA Q UIN COUNTY Please provide the following information: 1. Describe the prevailing wind directions and nearby industrial or populated areas. 2. Do active or abandoned industrial, agricultural, domestic, or groundwater wells exist at the treatment facility, storage pond(s) area, or wastewater reclamation areas. If yes, provide a map showing their location(s). Include available data on the depth of groundwater and information on aquifers and aquitards identified beneath the property. 3. A narrative description of all wastewater conveyance, treatment, and disposal systems plaimed for the facility. The description shall include a discussion of how the treatment and disposal system protects groundwater quality. 4. A process flow diagram, treatment plant site plan, and a scaled map showing the limits of all existing and proposed irrigation disposal areas. 5. A description of the sources and types of wastewater flowing into the system, design flow rates, and the design capacity of the system. Show contributions from each phase of development and include projected infiltratioiVinflow rates and peaking factors used in design calculations. 6. A description of emergency wastewater storage facilities or other means of preventing system bypass or failure during reasonably foreseeable overload conditions (e.g., power failure, and illicit sewer discharges). 7. Chemical characterization of the potable water supply including pH, hardness, alkalinity, and a complete ion scan with anion/cation balance. Discuss water softening and other water treatment processes that are needed or typically used and the relationship between water supply treatment and wastewater treatment plant effluent quality. S. Chemical characterization of influent wastewater quality, including biochemical oxygen demand, total suspended solids, total dissolved solids, and nitrogenous compounds. This may be partly based on standard engineering references, as deemed appropriate by the design engineer, but the actual water supply character must also be considered. 9. Description of all known or anticipated industrial and commercial dischargers whose individual BOD and/or hydraulic loads will be greater than two-percent of the plant's total daily influent loading, including the following: a. ?Name; b. Industry/business type; c. Nature of waste stream; d. Average daily flow (gpd and percentage of total plant loading); e. Peak daily flow; f. Average daily BOD loading (lb/day and percentage of total plant loading); g. Peak daily BOD loading;