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`. FALL CREEK `' REPORT OF WASTE DISCHARGE ... ENGINEERING,INC. LIST Of TABLES %w TABLE 2.1. WATER QUALITY IN JESSIE'S GROVE DOMESTIC WATER SUPPLY 5 TABLE 2.2. SHALLOW GROUNDWATER QUALITY 5 `► TABLE 3.1.WASTEWATER FLOW ESTIMATES 6 TABLE 3.2.DAILY AND MONTHLY PROCESS WASTEWATER FLOW VARIATION-CURRENT AND FUTURE PRODUCTION LEVELS 7 TABLE 3.3.ESTIMATED MONTHLY WINERY FACILITY STORM WATER RUNOFF VOLUMES FOR AVERAGE YEAR AND WET YEAR RAINFALL PERIODS 8 TABLE 3.4.TYPICAL WINERY WASTEWATER CHARACTERISTICS 10 TABLE 3.5.ESTIMATED MEAN RUNOFF CONCENTRATION FOR INDUSTRIAL SITES 11 TABLE 4.1.MONTHLY EVAPO-TRANSPIRATION/EVAPORATION RATES(IN/MONTH) 15 TABLE 4.2.WATER BALANCE CALCULATIONS FOR THE SYSTEM IN AN AVERAGE RAINFALL YEAR y„ (18.1 INCHES/YEAR) 16 TABLE 4.3.WATER BALANCE CALCULATIONS FOR THE SYSTEM IN A 100-YEAR ANNUAL RETURN `' RAINFALL YEAR(33 INCHES/YEAR) 17 %k1w TABLE 4.4.WETLAND ORGANIC LOADING RATES-CURRENT FLOW RATES 18 TABLE 4.5.COMPARISON OF POTENTIAL GRASS NITROGEN UPTAKE TO TOTAL NITROGEN APPLIED FROM PROCESS WASTEWATER AND STORM WATER 21 `, TABLE 4.6.ESTIMATED INORGANIC DISSOLVED SOLIDS APPLIED TO LAND DISPOSAL AREA 22 TABLE 5.1.WATER BALANCE CALCULATIONS FOR THE SYSTEM IN AN AVERAGE RAINFALL YEAR %mw (18.1 INCHES/YEAR) 23 TABLE 5.2.WATER BALANCE CALCULATIONS FOR THE SYSTEM IN A 100-YEAR RETURN ANNUAL RAINFALL YEAR(33 INCHES/YEAR) 24 `. TABLE 5.3.WETLAND ORGANIC LOADING RATES- 10-YEAR PLAN FLOW RATES 24 TABLE 5.4.COMPARISON OF POTENTIAL GRASS NITROGEN UPTAKE TO TOTAL NITROGEN �" APPLIED FROM PROCESS WASTEWATER AND STORM WATER 25 VOW TABLE 5.6.ESTIMATED INORGANIC DISSOLVED SOLIDS APPLIED TO LAND DISPOSAL AREA 26 LIST Of FIGURES %w FIGURE 1.1. VICINITY MAP `, FIGURE 1.2. SITE MAP FIGURE 1.3. EXISTING FACILITY `' FIGURE 3.1.IMPERVIOUS SURFACES FIGURE 3.2.JESSIE'S WINERY MONTHLY COMBINED FLOWS-CURRENT EXPANSION FIGURE 3.3.JESSIE'S WINERY MONTHLY COMBINED FLOWS-FUTURE FLOWS FIGURE 4.1.WASTEWATER IMPROVEMENT SCHEMATICS FIGURE 4.2. MATHEMATICAL SCHEMATIC OF WATER BALANCE CALCULATION VARIABLES FIGURE 4.3.BOD REMOVAL EFFICIENCY 14W FIGURE 4.4.LAYOUT OF THE PROPOSED SYSTEM APPENDICES APPENDIX A. SOURCE AND GROUNDWATER QUALITY APPENDIX B. MASS-BALANCE CALCULATIONS FOR INORGANIC DISSOLVED SOLIDS `w `r �kw %w JESSIE'S GROVE WINERY iv FEBRUARY 2004