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%W <br /> %W- <br /> FALL CREEK <br /> Wastewater Treatment System ENGINEERING,INC. <br /> `.. <br /> %W TABLE Of CONTENTS <br /> *W <br /> %W PART I - ENGINEERING REPORT <br /> %W 1. INTRODUCTION............................................................................................................................................. 1 <br /> 14W 2. WASTEWATER FLOW/QUALITY...............................................................................................................3 <br /> 2.1. WINERY WASTEWATER QUALITY CHARACTERISTICS..................................................................................... 3 <br /> `. 2.2. WINERY WASTEWATER FLOW ESTIMATES...................................................................................................... 3 <br /> 2.3. DAILY ORGANIC LOAD................................................................................................................................... 7 <br /> 3. DESIGN CRITERIA AND CALCULATIONS—CURRENT EXPANSION.............................................. 8 <br /> 3.1. PARABOLIC SCREEN........................................................................................................................................ 9 <br /> `" 3.2. SEPTIC TANK................................................................................................................................................... 9 <br /> Iftw 3.3. WATER BALANCE CALCULATIONS..................................................................................................................9 <br /> 3.4. ORGANIC LOADING RATES............................................................................................................................ 13 <br /> ♦. 3.5. HYDRAULIC DETENTION TIME...................................................................................................................... 14 <br /> 3.6. STORMWATER STORAGE CAPACITY.............................................................................................................. 15 <br /> 3.7. LAND APPLICATION ...................................................................................................................................... 15 <br /> 4. DESIGN CRITERIA AND CALCULATIONS—10-YEAR PLAN............................................................ 16 <br /> 4.1. SEPTIC TANK................................................................................................................................................. 16 <br /> '`. 4.2. WATER BALANCE CALCULATIONS................................................................................................................ 16 <br /> 4.3. ORGANIC LOADING RATES............................................................................................................................ 18 <br /> 4.4. DETENTION TIME.......................................................................................................................................... 18 <br /> *Mr 4.5. STORMWATER STORAGE CAPACITY.............................................................................................................. 19 <br /> `, 5. LAND DISPOSAL SYSTEM DESIGN AND ANALYSIS..........................................................................20 <br /> %W 5.1. IRRIGATION PLAN..........................................................................................................................................20 <br /> 5.2. SURFACE LOADING RATE..............................................................................................................................21 <br /> \r <br /> 6. OPERATIONS AND MAINTENANCE.......................................................................................................23 <br /> 6.1. WASTEWATER TREATMENT SYSTEM.............................................................................................................23 <br /> %W 6.2. LAND DISPOSAL FIELDS................................................................................................................................23 <br /> 6.3. WASTEWATER MONITORING.........................................................................................................................24 <br /> `, 7. REFERENCES................................................................................................................................................25 <br /> %W <br /> PART II - SPECIFICATIONS <br /> L <br /> 1. SCOPE OF WORK.........................................................................................................................................26 <br /> rr <br /> `, 2. PARABOLIC SCREEN..................................................................................................................................26 <br /> 'W 3. SEPTIC TANK................................................................................................................................................ 26 <br /> \+ 3.1. CONCRETE INFLUENT TANK...........................................................................................................................26 <br /> %W 3.2. PUMP VAULT.................................................................................................................................................27 <br /> '%W 4. EARTHEN BERM.........................................................................................................................................27 <br /> 4.1. MATERIALS...................................................................................................................................................27 <br /> 4.2. EQUIPMENT...................................................................................................................................................27 <br /> 5. WETLAND LINER........................................................................................................................................27 <br /> JESSIE'S GROVE WINERY MAY 2002 <br /> �" 11 <br />