APPENDIX A - TABLESTable 1. Sonoma county project designTable 2. Mountain view project designTable 3. Summary of Mountain View project resultsTable 4. Summary of Brogborough project resultsTable 5. Waste Management operations at Louisville, Kentucky Outer Loop siteCell Description Tonnage or Cubic yardsLiquids and aeration Overall Procedure5.1A FLB Appx 484,000 tons Liquid: with NO2/NO3(nitrified) leachateEnhancement by nitrified leachate (noaeration)5-2B FLB(5-1A duplicateAppx 484,000 tons Liquid: with NO2/NO3(nitrified) leachateEnhancement by nitrifiedleachate (no aeration5-1BFLBAppx 484,000 tons Liquid: with NO2/NO3(nitrified) leachateEnhancement by nitrified leachate (no aeration5-2A(5-1B duplicate)Appx 484,000 tons Liquid: with NO2/NO3(nitrified) leachateEnhancement by nitrifiedleachate (no aeration7-3A(control)822,000 cubic yards 6/03 None:No liquidNo aeration“conventional” operationto serve as control7-3B 692,000 cubic yards 6/03 None:No liquidNo aeration“conventional” operationto serve as control7-4-A Being filledOver 500,000 tonsIntermittent aeration 6/18/02 to3/27/03Aeration through 3/27/03 then liquid7-4B(7-4A duplicate)Being filledOver 500,000 tonsIntermittent aeration6/18/02 to 3/27/03Aeration through 3/27/03 then liquidTable 6. Summary of sensors for the anaerobic bioreactor cellsType ofInstrumentationFPA ProposedLocation/Quantity/SpacingNortheast Anaerobic CellActual Location/Quantity/SpacingWest-Side Anaerobic CellActual Location/Quantity/Spacing1. Top of the first lift of waste- 55 gages 1. Top of the first lift of waste- 15gages at 75 ft spacing1. Top of the first lift of waste- 6 gagesat various spacing2. Top of the second lift of waste-40gages2. Top of the second lift of waste-13gages at 75 ft spacing2. Top of the second lift of waste-7gages at various spacings3. Top of the third lift of waste-30 gages 3. Top of the third lift of waste- 13gages at 75 ft spacing3. Top of the third lift of waste- nogages4. Top of the final lift of waste-20 gages 4. Top of the final lift of waste- nogages4. Top of the final lift of waste- nogagesBubbler Gage forLiquid/Gas PressureMeasurement andLiquid/Gas SamplingTOTAL= 145 gages TOTAL=41 gages TOTAL= 131. Top of the first lift of waste-55temperature and moisture sensors1. Top of the first lift of waste-18temperature and 18 moisture sensorsat 75 ft spacing1. Top of the first lift of waste-6temperature and 6 moisture sensorsat various spacings2. Top of the second lift of waste-40temperature and moisture sensors2. Top of the second lift of waste-16temperature and 39 moisture sensorsat 75 ft spacing2. Top of the second lift of waste-43temperature and 43 moisture sensorsat various spacings3. Top of the third lift of waste-30temperature and moisture sensors3. Top of the third lift of waste-13temperature and 13 moisture sensorsat 75 ft spacing3. Top of the third lift of waste-14temperature and 14 moisture sensorsat various spacings4. Top of the final lift of waste-20temperature sensors4. Top of the final lift of waste- nosensors4. Top of the final lift of waste- nosensorsMoisture andTemperature SensorsTOTAL= 145 temperature sensorsand 125 moisture sensorsTOTAL= 47 temperature sensors and70 moisture sensorsTOTAL= 63 temperature sensors and63 moisture sensorsBecausetheoriginalprojectwasalteredfromconstructingone9.5‐acreanaerobiccelltoconstructingtwoanaerobiccells,oneoccupying6‐acresandoneoccupying3.5‐acres,wasteplacementareawaslostinthevalleyseparatingthetwoanaerobiccells.Thisresultedintheinstallationoffewersensorsoverthe9.5‐acreareathaninitiallyproposed.

# Table 7. Summary of sensors for the southeast bioreactor cell

Type of

Instrumentation FPA Proposed Location/Quantity/Spacing Aerobic Cell Actual Location/Quantity/Spacing

1. Two over the primary liner at 200 ft spacing 1. Two over the primary liner at 200 ft spacing Pressure

Transducers

2. One within the leachate collection

sump 2. One within the leachate collection sump

1. Top of the aerobic bottom liner-48 gages at 50 ft spacing 1. Top of the aerobic bottom liner-12 gages at 75 ft spacing 2. Top of the first lift of waste- 24

gages 2. Top of the first lift of waste- 26 gages

3. Top of the second lift of waste-20

gages 3. Top of the second lift of waste- 16

gages 4. Top of the final lift of waste-20

gages 4. Top of the final lift of waste- no gages Bubbler Gage for Liquid/Gas

Pressure

Measurement and Liquid/Gas Sampling

TOTAL= 112 gages TOTAL= 54 gages
1. Top of the aerobic bottom liner-48 temperature and 12 moisture

sensors 1. Top of the aerobic bottom liner-12 temperature and 2 moisture sensors at 75 ft spacing

2. Between bottom liner and the top of

the first lift of waste- no sensors 2. Between bottom liner and the top of the first lift of waste- 3 temperature sensors

and 3 moisture sensors at various spacings. 3. Top of the first lift of waste- 24 temperature and moisture sensors 3. Top of the first lift of waste- 26 temperature and 26 moisture sensors at various spacings 4. Top of the second lift of waste-20 temperature and moisture sensors 4. Top of the second lift of waste-18 temperature and 21 moisture sensors at various spacings 5. Top of the final lift of waste-20 temperature and moisture sensors 5. Top of the final lift of waste-no temperature or moisture sensors Moisture and Temperature

Sensors

TOTAL= 112 temperature sensors

and 76 moisture sensors TOTAL= 59 temperature sensors and

52 moisture sensorsTable 8. Summary of sensors for Module 6D base linerType of Instrumentation FPA Proposed Location/Quantity/Spacing Module 6D Base Liner Actual Location/Quantity/Spacing1. Eight over the primary liner near the LCRStrench at 200 ft spacing1. Six over the primary liner at 200 ft spacing (three near the westLCRS and three near the east LCRS)Pressure Transducer2. Two over the primary liner within the leachatecollection sumps2. Four over the primary liner within the leachate collectionsumpsBubbler Gage forLiquid/Gas PressureMeasurement andLiquid/Gas SamplingTop of primary bottom liner-66 gages at 75 ftspacingTop of primary bottom liner-66 gages at 75 ft spacingMoisture andTemperature SensorsTop of primary bottom liner-66 temperaturesensors at 75 ft spacing and 12 moisture sensorsTop of primary bottom liner-66 temperature sensors at 75 ftspacing and 12 moisture sensors

# Table 9. Summary of gas collection lines for the northeast cell

Gas

Collection

Line 1 

# Description Spacing

1-G1 Alternating 4 and 6-inch schedule 80 PVC 2



# . 50’ from west toe

1-G2 Shredded tires with pipe at ends. The north end is 40 ft of schedule 40 PVC with a 10-ft section of 3-inch perforated schedule 80 PVC. The south end is 40 ft of 4-inch schedule 80 PVC, 5 ft of 3-inch schedule 80 PVC, and 10 ft of perforated HDPE. 40’ from 1-G1-NE

1-G3 Alternating 4 and 6-inch schedule 80 PVC. 40’ from 1-G2-NE

1-G4 Shredded tires with PVC pipe at ends. The south end is 40 ft of 4-inch

schedule 80 PVC and 10 ft of 6-inch schedule 80 PVC. The north end is 40

ft of 4-inch schedule 40 PVC. 40’ from 1-G3-NE

1-G5 Shredded tires with PVC pipes at ends. The south end is 40 ft of 4-inch schedule 80 PVC, 10 ft of 6-inch schedule 80 PVC, 20 ft of 4-inch schedule 80 PVC, and 5 ft of 24 inch corrugated HDPE. The north end is 40 ft of 4-

inch schedule 40 PVC. 40’ from 1-G4-NE

1-G6 Shredded tires with PVC pipes at ends. The south end is 40 ft of 4-inch schedule 80 PVC, 20 ft of 3-inch perforated schedule 80 PVC, 10 ft of 6- inch schedule 80, and 20 ft of 3-inch perforated schedule 80 PVC. The

north end is 40 ft of 4-inch schedule 40 PVC. 40’ from 1-G5-NE

2-G1 Shredded tires with PVC pipes at ends. The south end is 40 ft of 4-inch schedule 80, 10 ft of 6-inch schedule 80, and 10 ft of 4-inch schedule 80

PVC. The north end is 40 ft of 4-inch schedule 40 PVC. 30’ from West toe

2-G2 Alternating 4 and 6-inch schedule 80 PVC pipe for the entire length with 40

ft of 4-inch at the north and south end. 40’ from 2-G1-NE

2-G3 Shredded tires with PVC pipe at the ends . The north end is 40 ft of 4-inch schedule 40 PVC. The south end 40 ft of 4- inch schedule 80 PVC, 20 ft of 3-inch schedule 80 PVC, 10 ft of 6-inch schedule 80 PVC, and 20 ft 3-inch perforated schedule 80 PVC. 40’ from 2-G2-NE

2-G4 Alternating 6 and 3-inch schedule 80 PVC pipe. The south end is 4-inch

schedule 80 PVC and the north end is 4-inch schedule 40 PVC. 40’ from 2-G3-NE

2-G5 Shredded tires with pipe at the ends. The north end is 40 ft of 4-inch schedule 40 PVC. The south end is 40 ft of 4-inch schedule 80 PVC, 20 ft of 3-inch schedule 80 PVC, 20 ft of 4-inch schedule 80 PVC, and 10 ft of 12-inch corrugated HDPE 3



# . 40’ from 2-G4-NE

3-G1 Shredded tires with PVC pipe at the ends . The north end is 40 ft of 4-inch

schedule 40 PVC. The south end is 40 ft 4- inch schedule 80 and 20 ft of 8-

inch schedule 40. 45’ from west toe

3-G2 Shredded tires with PVC pipe at the ends . The north end is 40 ft of 4-inch schedule 40 VC. The south end is 40 ft of 4-inch schedule 80 PVC, 20 ft of 8-inch HDPE, and 40 ft of 6-inch HDPE. 45’ from 3-G1-NE

3-G3 Shredded tires with PVC pipe at the ends . The north end is 40 ft of 4-inch schedule 40 PVC. The south end is 40 ft of 4-inch schedule 80 PVC, 20 ft of 6-inch schedule 40 PVC, and 10 ft of 12-inch corrugated HDPE. 35’ from 3-G2-NE

1 

# Gas Collection Line Nomenclature: Layer # - G (for gas) and gas line #

2 

# Polyvinyl chloride, PVC

3 

# High Density Polyethylene, HDPE

# Table 10. Summary of gas collection lines for the west-side cell

Gas

Collection

Line 1 

# Description Spacing

2-G1 

# Shredded tires with pipe at ends. The east end is 45 ft of 4-inch schedule 80 PVC 2 

# , 10 ft of 6-inch schedule 80 PVC, and 10 ft of 4-inch schedule 80 PVC. The west end is 50 ft of 4-inch schedule 80 PVC, 10 ft of 6-inch schedule 80 PVC, and 10 ft of 4-inch schedule 80 PVC. 80’ from 2-G2

2-G2 

# Shredded tires with pipe at ends. The east end is 40 ft of 4-inch schedule 40 PVC, 10 ft of 6-inch schedule 80 PVC, and 10 ft of 4-inch schedule 80 PVC. The west end is 40 ft of 4-inch schedule 40 PVC, 10 ft of 6-inch schedule 80 PVC, and 10 ft of 4-inch schedule 80 PVC. 80’from 2-G3

2-G3 

# Shredded tires with pipe on ends. The east and west ends are 40 ft of 4-in ch schedule 80 PVC, 10 ft of 6-inch schedule 80 PVC, 10 ft of 4 inch schedule 80 PVC, 10 ft of 6-inch schedule 80 PVC,

and 10 ft of 4-inch schedule 80 PVC. 80’ from 2-G4

2-G4 

# Shredded tires with pipe on ends. The east end is 20 ft of 4-inch schedule 80 PVC, 10 ft of 6-inch schedule 80 PVC, 10 ft of 4-inch schedule 80 PVC, 10 ft of 6-inch schedule 80 PVC, and 10 ft of 4-inch schedule 80 PVC. The west end is 20 ft of 4-inch schedule 80 PVC, 10 ft of 6-inch schedule 80 PVC, 10 ft of 4-inch schedule 80 PVC, 10 ft of 6-inch schedule 80 PVC, 10 ft of 4- inch schedule 80 PVC, and 20 ft of 24-inch corrugated metal pipe. 80’ from 2-G5

2-G5 

# Alternating 10-ft lengths of 4 inch schedule 40 electrical conduit and 6 inch corrugated metal. The east end is 40 ft of 4-inch schedule 40 PVC, 10 ft of 6-inch schedule 80 PVC, and 10 ft of 4-

inch schedule 80 PVC. The west end is 40 ft of schedule 80 PVC and 10 ft of 6-inch schedule 40

electrical conduit. 80’from 2-G6

2-G6 

# Shredded tires with pipe at ends. The east end is 40 ft of 4-inch schedule 40 PVC, 10 ft of 6-inch schedule 80 PVC, and 10 ft of 4-inch schedule 80 PVC. The west end is 40 ft of 4-inch schedule 40 PVC, 10 ft of 12-inch schedule 40 PVC, 10 ft of 4-inch schedule 80 PVC, 10 ft of 12-inch schedule 40 PVC, and 10 ft of 4-inch schedule 80 PVC. 80’ from 2-G7

2-G7 

# Shredded tires with pipe on ends. The east end is 40 ft of 4-inch schedule 40 PVC, 10 ft of 6-inch schedule 80 PVC, and 10 ft of 4-inch schedule 80 PVC. The west end is 40 ft of 4-inch schedule 80 PVC, 10 ft of 6-inch schedule 80 PVC, and six sets of alternating 10-ft lengths of 4-inch schedule 80 PVC telescoped with 12-inch schedule 40 PVC. 80’from 2-G8

2-G8 

# Same as 2-G2 80’ from 2-G9

2-G9 

# Same as 2-G2 40’from south toe

3-G1 

# Shredded tires with pipe on west end. No pipe on east end. The west end is 40 ft of 4-inch schedule 80 PVC, and three sets of alternating 10-ft lengths of 6-inch schedule 80 PVC telescoped with 4-inch schedule 80 PVC. 80’ from 3-G2

3-G2 

# Same as 3-G1 80’ from 3-G3

3-G3 

# Same as 3-G1 80’ from 3-G4

3-G4 

# Same as 3-G1 80’ from 3-G5

3-G5 

# Same as 3-G1 80’ from 3-G6

3-G6 

# Shredded tires with pipe on west end. No pipe on east end. The west end is 50 ft of 4-inch schedule 80 PVC, and 60 ft of alternating 10-ft lengths of 6-inch and 4-inch schedule 80 PVC. 80’ from 3-G7

3-G7 

# Same as 3-G1 40’ from south toe

4-G1 

# Shredded tires with pipe on ends. The north and south ends are 3 sets of alternating 10-ft lengths

of 6-inch schedule 80 PVC and 6-inch schedule 40 PVC, and one additional 10-ft length of 6-inch

schedule 80 PVC. 40’ from south toe

4-G2 

# Same as 4-G1 50’ from 4-G1

1 

# Gas Collection Line Nomenclature: Layer #-G (for gas) and line #

2 

# Polyvinyl

# Table 11. Summary of Air Collection Lines for the Southeast Aerobic Cell



# Air Collection Line 1 

# Description Spacing 1-A1 Alternating 10 ft lengths of 4 and 6 inch

schedule 80 CPVC 2



# . 30’ from west toe

1-A2 Alternating 10 ft lengths of 6 and 8 inch corrugated metal pipe. 40’ from 1-A1-SE

1-A3 Alternating 10 ft lengths of 6 and 8 inch corrugated metal pipe. 40’ from 1-A2-SE

1-A4 Alternating 10 ft lengths of 4 and 6 inch

schedule 80 CPVC. 40’ from 1-A3-SE

1-A5 Alternating 10 ft lengths of 6 and 8 inch corrugated metal pipe. 40’ from 1-A4-SE

1-A6 Alternating 10 ft lengths of 4 and 6 inch

schedule 80 CPVC. 40’ from 1-A5-SE

2-A1 Alternating 10 ft lengths of 6 and 8 inch corrugated metal pipe. 25’ from west toe

2-A2 Alternating 10 ft lengths of 4 and 6 inch

schedule 80 CPVC. 40’ from 2-A1-SE

2-A3 Alternating 10 ft lengths of 6 and 8 inch corrugated metal pipe. 40’ from 2-A2-SE

2-A4 Alternating 10 ft lengths of 4 and 6 inch

schedule 80 CPVC. 40’ from 2-A3-SE

2-A5 Alternating 10 ft lengths of 6 and 8 inch corrugated metal pipe. 40’ from 2-A4-SETable 12. Itemized list of waste compositionNORTHEAST 3.5 ACRE CELL WEST 6 ACRE CELLMATERIAL DESIGNATION DESCRIPTION TONS TONSBulky Waste furniture41.96 122.09Asphalt Clean Generally used to construct roads or tipping pads 0.00 261.07AC Grindings Generally used to construct roads or tipping pads 0.00 7.72Bulky Waste Other stumps, large pieces of concrete, hard to handle items 413.91 1,106.39Bulky Waste Special Styrofoam49.27 237.19Construction and Demolition Wood, metal, gypsum wallboard, other construction related material 6,317.56 19,702.68Concrete Clean Generally used to construct roads or tipping pads 12.21 166.93Charitable Loads received from thrift stores andother charitable organizations - no charge 4.00 13.03Commercial Load mainly residential wastefrom homes and apartments 54,949.88 117,705.18Clarksburg Load material from the Clarksburg transfer station 1.03 0.00Concrete Tile Generally used to construct roads or tipping pads 10.40 1,921.43Dirt Clean Used for intermediate daily cover or roads and tipping pads 1,262.91 15,447.21Dewatered Sewage material from waste water treatment plants 0.00 9.93Esparto Convenience Center material form the Esparto transfer station 346.14 995.07Grits & Rags material from waste water treatment plants 55.25 337.78Greenwaste when possible, used as alternative daily cover 0.00 12.27Inerts Mixed Generally used to construct roads or tipping pads 111.52 757.83Metals Trash non-recyclable material from our metals recycling area 6.58 0.00Newspaper Only non-recyclable loads 5.06 6.85Road Side Trash Material from roadside litter removal activities 13.34 42.69Christmas Trees self explanatory0.00 17.94Waste Management Contract Exclusions non-recyclable material from the greenwaste recycling area 32.11 90.75Auto Loads received in automobiles 152.85 228.75Full Pick-Up loads received in full-size pick-ups 488.56 4,346.20Garbage Can loads received in garbage cans 39.45 115.39Household Furniture such as couches, chairs, tables 43.35 212.85Household Mattresses and box springs 54.15 239.45Mini pick-up Loads received in small pick-ups 692.34 2,189.22Greenwaste alternative Daily Cover ground or screened greenwaste used as daily cover 11,059.75 27,557.69TOTAL WASTE AND GREENWASTE ALTERNATIVE DAILY COVER PLACED IN EACH CELL = 76,163.58 193,851.58YOLO COUNTY CENTRAL LANDFILLFULL-SCALE BIOREACTOR PROJECTWASTE PLACEMENT SUMMARY