5.12. Operational Water and Wastewater Consumption
5.12.1. Unmitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year) General Office Building 46,210,774 0.00
Apartments Mid Rise 31,189,104 0.00
Strip Mall 188,515 0.00
Unenclosed Parking with Elevator 0.00 0.00
Enclosed Parking with Elevator 0.00 0.00
Enclosed Parking with Elevator 0.00 0.00
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5.12.2. Mitigated
Land Use Indoor Water (gal/year) Outdoor Water (gal/year) General Office Building 46,210,774 0.00
Apartments Mid Rise 31,189,104 0.00
Strip Mall 188,515 0.00
Unenclosed Parking with Elevator 0.00 0.00
Enclosed Parking with Elevator 0.00 0.00
Enclosed Parking with Elevator 0.00 0.00
5.13. Operational Waste Generation
5.13.1. Unmitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)
General Office Building 258 —
Apartments Mid Rise 634 —
Strip Mall 2.46 —
Unenclosed Parking with Elevator 0.00 —
Enclosed Parking with Elevator 0.00 —
Enclosed Parking with Elevator 0.00 —
5.13.2. Mitigated
Land Use Waste (ton/year) Cogeneration (kWh/year)
General Office Building 258 —
Apartments Mid Rise 634 —
Strip Mall 2.46 —
Unenclosed Parking with Elevator 0.00 —
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Enclosed Parking with Elevator 0.00 —
Enclosed Parking with Elevator 0.00 —
5.14. Operational Refrigeration and Air Conditioning Equipment
5.14.1. Unmitigated
Land Use Type Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times Serviced General Office Building Household refrigerators
and/or freezers
R-134a 1,430 0.02 0.60 0.00 1.00
General Office Building Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
Apartments Mid Rise Average room A/C &
Other residential A/C
and heat pumps
R-410A 2,088 < 0.005 2.50 2.50 10.0
Apartments Mid Rise Household refrigerators
and/or freezers
R-134a 1,430 0.12 0.60 0.00 1.00
Strip Mall Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
Strip Mall Stand-alone retail
refrigerators and
freezers
R-134a 1,430 0.04 1.00 0.00 1.00
Strip Mall Walk-in refrigerators
and freezers
R-404A 3,922 < 0.005 7.50 7.50 20.0
5.14.2. Mitigated
Land Use Type Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times Serviced General Office Building Household refrigerators
and/or freezers
R-134a 1,430 0.02 0.60 0.00 1.00
General Office Building Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
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Apartments Mid Rise Average room A/C & R-410A 2,088 < 0.005 2.50 2.50 10.0 Other residential A/C
and heat pumps
Apartments Mid Rise Household refrigerators
and/or freezers
R-134a 1,430 0.12 0.60 0.00 1.00
Strip Mall Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
Strip Mall Stand-alone retail
refrigerators and
freezers
R-134a 1,430 0.04 1.00 0.00 1.00
Strip Mall Walk-in refrigerators
and freezers
R-404A 3,922 < 0.005 7.50 7.50 20.0
5.15. Operational Off-Road Equipment
5.15.1. Unmitigated
Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor
5.15.2. Mitigated
Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor
5.16. Stationary Sources
5.16.1. Emergency Generators and Fire Pumps
Equipment Type Fuel Type Number per Day Hours per Day Hours per Year Horsepower Load Factor Emergency Generator Diesel 4.00 0.00 150 320 0.73
5.16.2. Process Boilers
Equipment Type Fuel Type Number Boiler Rating (MMBtu/hr) Daily Heat Input (MMBtu/day) Annual Heat Input (MMBtu/yr) 23-018 675-685 E Middlefield 2030 Operation Detailed Report, 5/2/2024 43 / 50
5.17. User Defined
Equipment Type Fuel Type
5.18. Vegetation
5.18.1. Land Use Change
5.18.1.1. Unmitigated
Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres
5.18.1.2. Mitigated
Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres
5.18.1. Biomass Cover Type
5.18.1.1. Unmitigated
Biomass Cover Type Initial Acres Final Acres
5.18.1.2. Mitigated
Biomass Cover Type Initial Acres Final Acres
5.18.2. Sequestration
5.18.2.1. Unmitigated
Tree Type Number Electricity Saved (kWh/year) Natural Gas Saved (btu/year) 23-018 675-685 E Middlefield 2030 Operation Detailed Report, 5/2/2024 44 / 50
5.18.2.2. Mitigated
Tree Type Number Electricity Saved (kWh/year) Natural Gas Saved (btu/year)
6. Climate Risk Detailed Report
6.1. Climate Risk Summary
Cal-Adapt midcentury 2040–2059 average projections for four hazards are reported below for your project location. These are under Representation Concentration Pathway (RCP) 8.5 which assumes GHG emissions will continue to rise strongly through 2050 and then plateau around 2100.
Climate Hazard Result for Project Location Unit
Temperature and Extreme Heat 9.65 annual days of extreme heat Extreme Precipitation 3.10 annual days with precipitation above 20 mm Sea Level Rise — meters of inundation depth
Wildfire 10.2 annual hectares burned
Temperature and Extreme Heat data are for grid cell in which your project are located. The projection is based on the 98th historical percentile of daily maximum/minimum temperatures from observed historical data (32 climate model ensemble from Cal-Adapt, 2040–2059 average under RCP 8.5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.
Extreme Precipitation data are for the grid cell in which your project are located. The threshold of 20 mm is equivalent to about ¾ an inch of rain, which would be light to moderate rainfall if received over a full day or heavy rain if received over a period of 2 to 4 hours. Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.
Sea Level Rise data are for the grid cell in which your project are located. The projections are from Radke et al. (2017), as reported in Cal-Adapt (Radke et al., 2017, CEC-500-2017-008), and consider inundation location and depth for the San Francisco Bay, the Sacramento-San Joaquin River Delta and California coast resulting different increments of sea level rise coupled with extreme storm events.
Users may select from four scenarios to view the range in potential inundation depth for the grid cell. The four scenarios are: No rise, 0.5 meter, 1.0 meter, 1.41 meters Wildfire data are for the grid cell in which your project are located. The projections are from UC Davis, as reported in Cal-Adapt (2040–2059 average under RCP 8.5), and consider historical data of climate, vegetation, population density, and large (> 400 ha) fire history. Users may select from four model simulations to view the range in potential wildfire probabilities for the grid cell. The four simulations make different assumptions about expected rainfall and temperature are: Warmer/drier (HadGEM2-ES), Cooler/wetter (CNRM-CM5), Average conditions (CanESM2), Range of different rainfall and temperature possibilities (MIROC5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.
6.2. Initial Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score Temperature and Extreme Heat N/A N/A N/A N/A
Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise N/A N/A N/A N/A
Wildfire N/A N/A N/A N/A
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Flooding N/A N/A N/A N/A
Drought N/A N/A N/A N/A
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation 0 0 0 N/A
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatest exposure.
The adaptive capacity of a project refers to its ability to manage and reduce vulnerabilities from projected climate hazards. Adaptive capacity is rated on a scale of 1 to 5, with a score of 5 representing the greatest ability to adapt.
The overall vulnerability scores are calculated based on the potential impacts and adaptive capacity assessments for each hazard. Scores do not include implementation of climate risk reduction measures.
6.3. Adjusted Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score Temperature and Extreme Heat N/A N/A N/A N/A
Extreme Precipitation N/A N/A N/A N/A
Sea Level Rise N/A N/A N/A N/A
Wildfire N/A N/A N/A N/A
Flooding N/A N/A N/A N/A
Drought N/A N/A N/A N/A
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation 1 1 1 2
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatest exposure.
The adaptive capacity of a project refers to its ability to manage and reduce vulnerabilities from projected climate hazards. Adaptive capacity is rated on a scale of 1 to 5, with a score of 5 representing the greatest ability to adapt.
The overall vulnerability scores are calculated based on the potential impacts and adaptive capacity assessments for each hazard. Scores include implementation of climate risk reduction measures.
6.4. Climate Risk Reduction Measures
7. Health and Equity Details
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7.1. CalEnviroScreen 4.0 Scores
The maximum CalEnviroScreen score is 100. A high score (i.e., greater than 50) reflects a higher pollution burden compared to other census tracts in the state.
Indicator Result for Project Census Tract
Exposure Indicators —
AQ-Ozone 14.9
AQ-PM 15.4
AQ-DPM 84.2
Drinking Water 49.5
Lead Risk Housing 16.0
Pesticides 0.00
Toxic Releases 31.6
Traffic 71.8
Effect Indicators —
CleanUp Sites 96.2
Groundwater 76.4
Haz Waste Facilities/Generators 71.6
Impaired Water Bodies 43.8
Solid Waste 0.00
Sensitive Population —
Asthma 6.79
Cardio-vascular 14.0
Low Birth Weights 25.7
Socioeconomic Factor Indicators —
Education 4.67
Housing 4.51
Linguistic 36.0
Poverty 5.35
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Unemployment 17.1
7.2. Healthy Places Index Scores
The maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state.
Indicator Result for Project Census Tract
Economic —
Above Poverty 93.22468882
Employed 97.60041062
Median HI 96.68933658
Education —
Bachelor's or higher 97.52341845
High school enrollment 100
Preschool enrollment 45.37405364
Transportation —
Auto Access 81.29090209
Active commuting 72.62928269
Social —
2-parent households 95.534454
Voting 93.85345823
Neighborhood —
Alcohol availability 32.78583344
Park access 4.568202233
Retail density 84.75554985
Supermarket access 2.399589375
Tree canopy 87.97638907
Housing —
Homeownership 47.18336969
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Housing habitability 91.40254074
Low-inc homeowner severe housing cost burden 94.73886822 Low-inc renter severe housing cost burden 96.5610163
Uncrowded housing 52.3675093
Health Outcomes —
Insured adults 94.43089953
Arthritis 97.9
Asthma ER Admissions 90.9
High Blood Pressure 97.3
Cancer (excluding skin) 82.6
Asthma 96.9
Coronary Heart Disease 98.5
Chronic Obstructive Pulmonary Disease 99.2
Diagnosed Diabetes 98.0
Life Expectancy at Birth 94.2
Cognitively Disabled 98.0
Physically Disabled 98.6
Heart Attack ER Admissions 69.4
Mental Health Not Good 96.9
Chronic Kidney Disease 98.0
Obesity 95.5
Pedestrian Injuries 19.6
Physical Health Not Good 99.2
Stroke 98.8
Health Risk Behaviors —
Binge Drinking 29.5
Current Smoker 96.2
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No Leisure Time for Physical Activity 97.5
Climate Change Exposures —
Wildfire Risk 0.0
SLR Inundation Area 0.0
Children 2.7
Elderly 95.9
English Speaking 58.3
Foreign-born 77.4
Outdoor Workers 73.3
Climate Change Adaptive Capacity —
Impervious Surface Cover 39.8
Traffic Density 54.8
Traffic Access 87.4
Other Indices —
Hardship 0.9
Other Decision Support —
2016 Voting 95.8
7.3. Overall Health & Equity Scores
Metric Result for Project Census Tract
CalEnviroScreen 4.0 Score for Project Location (a) 8.00 Healthy Places Index Score for Project Location (b) 97.0 Project Located in a Designated Disadvantaged Community (Senate Bill 535) No Project Located in a Low-Income Community (Assembly Bill 1550) No Project Located in a Community Air Protection Program Community (Assembly Bill 617) No a: The maximum CalEnviroScreen score is 100. A high score (i.e., greater than 50) reflects a higher pollution burden compared to other census tracts in the state. b: The maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state. 23-018 675-685 E Middlefield 2030 Operation Detailed Report, 5/2/2024 50 / 50
7.4. Health & Equity Measures
No Health & Equity Measures selected.
7.5. Evaluation Scorecard
Health & Equity Evaluation Scorecard not completed.
7.6. Health & Equity Custom Measures
No Health & Equity Custom Measures created.
8. User Changes to Default Data
Screen Justification
Characteristics: Utility Information Mountain View default clean energy provider is Silicon Valley Clean Energy.
Land Use Combined phase 1 and phase 2 land uses for operational run. Land uses, total lot acreages, square footages, and number of units and parking spaces provided by project applicant.
Operations: Vehicle Data Provided trip gen with adjustments.
Operations: Hearths No hearths.
Operations: Energy Use Mountain View REACH Code - no natural gas. Convert natural gas to electricity.
Operations: Water and Waste Water Wastewater treatment 100% aerobic - no septic tanks or lagoons.
Operations: Emergency Generators and Fire Pumps 150 hours for crit pol.
4.8. Stationary Emissions By Equipment Type - HRA
4.8.1 UnmitigatedEquipmentROG NOx PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T CO₂e Daily, Summer (Max)Emergency000000000
Total 000000000Daily, Winter (Max)Emergency000000000Total 000000000AnnualEmergency0.0525071 0.1467749 0.0077249 0 0.0077249 0.0077249 0 0.0077249 24.4524100943916Total 0.0525071 0.1467749 0.0077249 0 0.0077249 0.0077249 0 0.0077249 24.4524100943916 Attachment 2: Project Construction Emissions and Health Risk Calculations
675-685 E Middlefield Road, Mountain View, CA 675-685 E Middlefield Road, Mountain View, CA DPM Emissions and Modeling Emission Rates - Phase 1 Unmitigated PM2.5 Fugitive Dust Emissions for Modeling - Phase 1 Unmitigated DPM PM2.5
Modeled Emission Modeled Emission
Construction DPM Area DPM Emissions Area Rate Construction Area PM2.5 Emissions Area Rate Year Activity (ton/year) Source (lb/yr) (lb/hr) (g/s) (m2) (g/s/m2) Year Activity Source (ton/year) (lb/yr) (lb/hr) (g/s) (m2) g/s/m2 2025 Construction 0.0302 CON_DPM 60.5 0.01841 2.32E-03 16,418 1.41E-07 2025 Construction CON_FUG 0.0141 28.2 0.00860 1.08E-03 16,418 6.60E-082026 Construction 0.0941 CON_DPM 188.2 0.05728 7.22E-03 16,418 4.40E-07 2026 Construction CON_FUG 0.4037 807.4 0.24580 3.10E-02 16,418 1.89E-062027 Construction 0.0338 CON_DPM 67.6 0.02059 2.59E-03 16,418 1.58E-07 2027 Construction CON_FUG 0.0094 18.8 0.00572 7.21E-04 16,418 4.39E-082028 Construction 0.0015 CON_DPM 3.0 0.00091 1.15E-04 16,418 7.02E-09 2028 Construction CON_FUG 0.0014 2.8 0.00085 1.07E-04 16,418 6.53E-09 Total 0.1596 319.3 0.0972 0.0122 Total 0.4286 857.3 0.2610 0.0329 Construction Hours Construction Hours
hr/day = 9 (8am - 5pm) hr/day = 9 (8am - 5pm)
days/yr = 365 days/yr = 365
hours/year = 3285 hours/year = 3285
DPM Construction Emissions and Modeling Emission Rates - Phase 1 With Mitigation PM2.5 Fugitive Dust Construction Emissions for Modeling - Phase 1 With Mitigation DPM PM2.5
Modeled Emission Modeled Emission
Construction DPM Area DPM Emissions Area Rate Construction Area PM2.5 Emissions Area Rate Year Activity (ton/year) Source (lb/yr) (lb/hr) (g/s) (m2) (g/s/m2) Year Activity Source (ton/year) (lb/yr) (lb/hr) (g/s) (m2) g/s/m2 2025 Construction 0.0067 CON_DPM 13.4 0.00408 5.13E-04 16,418 3.13E-08 2025 Construction CON_FUG 0.0141 28.2 0.00860 1.08E-03 16,418 6.60E-082026 Construction 0.0148 CON_DPM 29.7 0.00904 1.14E-03 16,418 6.93E-08 2026 Construction CON_FUG 0.1633 326.6 0.09941 1.25E-02 16,418 7.63E-072027 Construction 0.0083 CON_DPM 16.5 0.00503 6.34E-04 16,418 3.86E-08 2027 Construction CON_FUG 0.0094 18.8 0.00572 7.21E-04 16,418 4.39E-082028 Construction 0.0030 CON_DPM 6.0 0.00182 2.29E-04 16,418 1.40E-08 2028 Construction CON_FUG 0.0014 2.8 0.00085 1.07E-04 16,418 6.53E-09 Total 0.0328 65.6 0.0200 0.0025 Total 0.1882 376.4 0.1146 0.0144 Construction Hours Construction Hours
hr/day = 9 (8am - 5pm) hr/day = 9 (8am - 5pm)
days/yr = 365 days/yr = 365
hours/year = 3285 hours/year = 3285
675-685 E Middlefield Road, Mountain View, CA 675-685 E Middlefield Road, Mountain View, CA DPM Emissions and Modeling Emission Rates - Phase 2 Unmitigated PM2.5 Fugitive Dust Emissions for Modeling - Phase 2 Unmitigated DPM PM2.5
Modeled Emission Modeled Emission
Construction DPM Area DPM Emissions Area Rate Construction Area PM2.5 Emissions Area Rate Year Activity (ton/year) Source (lb/yr) (lb/hr) (g/s) (m2) (g/s/m2) Year Activity Source (ton/year) (lb/yr) (lb/hr) (g/s) (m2) g/s/m2 2027 Construction 0.0445 CON_DPM 89.1 0.02712 3.42E-03 23,162 1.48E-07 2027 Construction CON_FUG 0.1914 382.9 0.11656 1.47E-02 23,162 6.34E-072028 Construction 0.0305 CON_DPM 61.0 0.01857 2.34E-03 23,162 1.01E-07 2028 Construction CON_FUG 0.0114 22.9 0.00696 8.77E-04 23,162 3.79E-082029 Construction 0.0064 CON_DPM 12.8 0.00389 4.90E-04 23,162 2.12E-08 2029 Construction CON_FUG 0.0016 3.2 0.00097 1.22E-04 23,162 5.28E-09 Total 0.0814 162.8 0.0496 0.0062 Total 0.2045 409.0 0.1245 0.0157 Construction Hours Construction Hours
hr/day = 9 (8am - 5pm) hr/day = 9 (8am - 5pm)
days/yr = 365 days/yr = 365
hours/year = 3285 hours/year = 3285
DPM Construction Emissions and Modeling Emission Rates - Phase 2 With Mitigation PM2.5 Fugitive Dust Construction Emissions for Modeling - Phase 2 With Mitigation DPM PM2.5
Modeled Emission Modeled Emission
Construction DPM Area DPM Emissions Area Rate Construction Area PM2.5 Emissions Area Rate Year Activity (ton/year) Source (lb/yr) (lb/hr) (g/s) (m2) (g/s/m2) Year Activity Source (ton/year) (lb/yr) (lb/hr) (g/s) (m2) g/s/m2 2027 Construction 0.0077 CON_DPM 15.3 0.00467 5.88E-04 23,162 2.54E-08 2027 Construction CON_FUG 0.0775 154.9 0.04716 5.94E-03 23,162 2.57E-072028 Construction 0.0085 CON_DPM 17.0 0.00519 6.53E-04 23,162 2.82E-08 2028 Construction CON_FUG 0.0114 22.9 0.00696 8.77E-04 23,162 3.79E-082029 Construction 0.0048 CON_DPM 9.7 0.00294 3.70E-04 23,162 1.60E-08 2029 Construction CON_FUG 0.0016 3.2 0.00097 1.22E-04 23,162 5.28E-09 Total 0.0210 42.0 0.0128 0.0016 Total 0.0905 181.0 0.0551 0.0069 Construction Hours Construction Hours
hr/day = 9 (8am - 5pm) hr/day = 9 (8am - 5pm)
days/yr = 365 days/yr = 365
hours/year = 3285 hours/year = 3285
Receptor 2025 2026 2027 2028 2029 2030 ‐ 2054 2025 2026 2027 2028 2029 2025‐2029 2030 ‐ 2054 2025‐2054 No. UTM‐X UTM‐Y Flagpole 2025 2026 2027 2028 2029 Generator Total Con GEN Total (m) (m) (m) Height (m) DPM DPM DPM DPM DPM DPM Risk Risk Risk Risk Risk Risk Risk Risk 266 583821.02 4138824.38 1.5 0.02634 0.08219 0.0674 0.02717 0.00543 0.02634 0.08219 0.0674 0.02717 0.00543 0.00181 0.36 13.50 11.07 0.70 0.14 25.77 0.63 26.41267 583825.41 4138818.93 1.5 0.02555 0.07974 0.06913 0.02891 0.0058 0.02555 0.07974 0.06913 0.02891 0.0058 0.00185 0.35 13.10 11.35 0.75 0.15 25.70 0.65 26.34265 583816.63 4138829.83 1.5 0.02691 0.08397 0.06555 0.0255 0.00507 0.02691 0.08397 0.06555 0.0255 0.00507 0.00174 0.37 13.79 10.77 0.66 0.13 25.71 0.61 26.32268 583829.8 4138813.48 1.5 0.02465 0.07693 0.07075 0.03066 0.00618 0.02465 0.07693 0.07075 0.03066 0.00618 0.00187 0.34 12.64 11.62 0.79 0.16 25.54 0.66 26.20264 583812.24 4138835.29 1.5 0.02713 0.08467 0.06357 0.02398 0.00475 0.02713 0.08467 0.06357 0.02398 0.00475 0.00163 0.37 13.91 10.44 0.62 0.12 25.46 0.57 26.03269 583834.19 4138808.03 1.5 0.02372 0.07402 0.07227 0.03236 0.00654 0.02372 0.07402 0.07227 0.03236 0.00654 0.00188 0.32 12.16 11.87 0.84 0.17 25.36 0.66 26.01270 583838.59 4138802.57 1.5 0.0228 0.07114 0.07369 0.03399 0.0069 0.0228 0.07114 0.07369 0.03399 0.0069 0.00189 0.31 11.68 12.10 0.88 0.18 25.16 0.66 25.82271 583842.98 4138797.12 1.5 0.02192 0.0684 0.07501 0.03552 0.00723 0.02192 0.0684 0.07501 0.03552 0.00723 0.00191 0.30 11.23 12.32 0.92 0.19 24.96 0.67 25.63272 583847.37 4138791.67 1.5 0.0211 0.06586 0.07623 0.03694 0.00753 0.0211 0.06586 0.07623 0.03694 0.00753 0.00194 0.29 10.82 12.52 0.96 0.19 24.77 0.68 25.45273 583856.15 4138780.76 1.5 0.01968 0.06142 0.0784 0.03943 0.00807 0.01968 0.06142 0.0784 0.03943 0.00807 0.00209 0.27 10.09 12.88 1.02 0.21 24.46 0.73 25.19274 583860.54 4138775.31 1.5 0.01908 0.05953 0.07934 0.0405 0.0083 0.01908 0.05953 0.07934 0.0405 0.0083 0.00222 0.26 9.78 13.03 1.05 0.21 24.33 0.78 25.11275 583864.93 4138769.86 1.5 0.01854 0.05785 0.08017 0.04146 0.00851 0.01854 0.05785 0.08017 0.04146 0.00851 0.00236 0.25 9.50 13.17 1.07 0.22 24.21 0.83 25.04276 583869.32 4138764.41 1.5 0.01806 0.05636 0.08089 0.04229 0.00869 0.01806 0.05636 0.08089 0.04229 0.00869 0.00249 0.25 9.26 13.29 1.09 0.22 24.11 0.87 24.98277 583873.71 4138758.95 1.5 0.01763 0.05502 0.08145 0.04298 0.00884 0.01763 0.05502 0.08145 0.04298 0.00884 0.0026 0.24 9.04 13.38 1.11 0.23 23.99 0.91 24.91278 583878.1 4138753.5 1.5 0.01725 0.05383 0.08185 0.04352 0.00896 0.01725 0.05383 0.08185 0.04352 0.00896 0.00266 0.23 8.84 13.44 1.13 0.23 23.88 0.93 24.81251 583828.74 4138803.64 1.5 0.02116 0.06602 0.06205 0.02722 0.00549 0.02116 0.06602 0.06205 0.02722 0.00549 0.00176 0.29 10.84 10.19 0.70 0.14 22.17 0.62 22.79250 583824.35 4138809.09 1.5 0.02172 0.06778 0.06056 0.0258 0.00519 0.02172 0.06778 0.06056 0.0258 0.00519 0.00172 0.30 11.13 9.95 0.67 0.13 22.18 0.60 22.78252 583833.13 4138798.18 1.5 0.02054 0.0641 0.06343 0.0286 0.00579 0.02054 0.0641 0.06343 0.0286 0.00579 0.00178 0.28 10.53 10.42 0.74 0.15 22.11 0.62 22.74249 583819.96 4138814.54 1.5 0.02219 0.06926 0.05898 0.02438 0.00489 0.02219 0.06926 0.05898 0.02438 0.00489 0.00168 0.30 11.38 9.69 0.63 0.13 22.12 0.59 22.71253 583837.52 4138792.73 1.5 0.01992 0.06217 0.06474 0.02994 0.00608 0.01992 0.06217 0.06474 0.02994 0.00608 0.00181 0.27 10.21 10.63 0.77 0.16 22.05 0.63 22.68254 583841.91 4138787.28 1.5 0.01932 0.06028 0.06597 0.03121 0.00635 0.01932 0.06028 0.06597 0.03121 0.00635 0.00184 0.26 9.90 10.84 0.81 0.16 21.97 0.64 22.61255 583846.3 4138781.83 1.5 0.01874 0.05848 0.06711 0.0324 0.0066 0.01874 0.05848 0.06711 0.0324 0.0066 0.00189 0.25 9.61 11.02 0.84 0.17 21.89 0.66 22.55248 583815.57 4138819.99 1.5 0.02251 0.07025 0.0573 0.02301 0.00459 0.02251 0.07025 0.0573 0.02301 0.00459 0.00161 0.31 11.54 9.41 0.59 0.12 21.97 0.56 22.53256 583850.69 4138776.37 1.5 0.0182 0.05679 0.06815 0.0335 0.00684 0.0182 0.05679 0.06815 0.0335 0.00684 0.00196 0.25 9.33 11.19 0.87 0.18 21.81 0.69 22.50138 583797.58 4138852.51 1.5 0.02358 0.07359 0.05512 0.02076 0.00411 0.02358 0.07359 0.05512 0.02076 0.00411 0.00103 0.32 12.09 9.05 0.54 0.11 22.10 0.36 22.46257 583855.08 4138770.92 1.5 0.0177 0.05524 0.06911 0.03451 0.00706 0.0177 0.05524 0.06911 0.03451 0.00706 0.00204 0.24 9.07 11.35 0.89 0.18 21.74 0.71 22.45258 583859.47 4138765.47 1.5 0.01725 0.05382 0.06998 0.03543 0.00726 0.01725 0.05382 0.06998 0.03543 0.00726 0.00215 0.23 8.84 11.49 0.92 0.19 21.67 0.75 22.43259 583863.86 4138760.02 1.5 0.01683 0.05252 0.07074 0.03624 0.00743 0.01683 0.05252 0.07074 0.03624 0.00743 0.00226 0.23 8.63 11.62 0.94 0.19 21.60 0.79 22.40260 583868.25 4138754.56 1.5 0.01645 0.05135 0.07137 0.03694 0.00758 0.01645 0.05135 0.07137 0.03694 0.00758 0.00236 0.22 8.43 11.72 0.96 0.20 21.53 0.83 22.36261 583872.64 4138749.11 1.5 0.01611 0.05028 0.07184 0.03751 0.0077 0.01611 0.05028 0.07184 0.03751 0.0077 0.00244 0.22 8.26 11.80 0.97 0.20 21.45 0.86 22.30262 583877.03 4138743.66 1.5 0.0158 0.04931 0.07211 0.03791 0.00779 0.0158 0.04931 0.07211 0.03791 0.00779 0.00249 0.21 8.10 11.84 0.98 0.20 21.34 0.87 22.21247 583811.18 4138825.44 1.5 0.0226 0.07053 0.05551 0.02172 0.00432 0.0226 0.07053 0.05551 0.02172 0.00432 0.00151 0.31 11.58 9.12 0.56 0.11 21.68 0.53 22.21 263 583881.42 4138738.21 1.5 0.01552 0.04842 0.0721 0.03811 0.00784 0.01552 0.04842 0.0721 0.03811 0.00784 0.00251 0.21 7.95 11.84 0.99 0.20 21.19 0.88 22.07246 583806.79 4138830.9 1.5 0.02239 0.06986 0.0536 0.02058 0.00408 0.02239 0.06986 0.0536 0.02058 0.00408 0.00139 0.30 11.47 8.80 0.53 0.11 21.22 0.49 21.71137 583793.2 4138857.98 1.5 0.02146 0.06697 0.05246 0.02046 0.00407 0.02146 0.06697 0.05246 0.02046 0.00407 0.00084 0.29 11.00 8.62 0.53 0.11 20.54 0.29 20.84241 583858.41 4138755.63 1.5 0.01562 0.04874 0.06188 0.03106 0.00636 0.01562 0.04874 0.06188 0.03106 0.00636 0.00206 0.21 8.01 10.16 0.80 0.16 19.35 0.72 20.07240 583854.02 4138761.08 1.5 0.01596 0.0498 0.06109 0.03028 0.00619 0.01596 0.0498 0.06109 0.03028 0.00619 0.00197 0.22 8.18 10.03 0.78 0.16 19.37 0.69 20.06242 583862.8 4138750.17 1.5 0.0153 0.04775 0.06255 0.03175 0.0065 0.0153 0.04775 0.06255 0.03175 0.0065 0.00214 0.21 7.84 10.27 0.82 0.17 19.31 0.75 20.06239 583849.63 4138766.53 1.5 0.01632 0.05093 0.06021 0.02942 0.00601 0.01632 0.05093 0.06021 0.02942 0.00601 0.00189 0.22 8.37 9.89 0.76 0.16 19.39 0.66 20.05243 583867.19 4138744.72 1.5 0.01501 0.04684 0.06309 0.03232 0.00663 0.01501 0.04684 0.06309 0.03232 0.00663 0.00222 0.20 7.69 10.36 0.84 0.17 19.27 0.78 20.04238 583845.24 4138771.98 1.5 0.0167 0.05212 0.05924 0.02849 0.00581 0.0167 0.05212 0.05924 0.02849 0.00581 0.00182 0.23 8.56 9.73 0.74 0.15 19.40 0.64 20.04237 583840.85 4138777.44 1.5 0.0171 0.05338 0.0582 0.02749 0.00559 0.0171 0.05338 0.0582 0.02749 0.00559 0.00177 0.23 8.77 9.56 0.71 0.14 19.41 0.62 20.03236 583836.46 4138782.89 1.5 0.01751 0.05465 0.05707 0.02643 0.00536 0.01751 0.05465 0.05707 0.02643 0.00536 0.00173 0.24 8.98 9.37 0.68 0.14 19.41 0.61 20.02244 583871.58 4138739.27 1.5 0.01474 0.046 0.06346 0.03277 0.00672 0.01474 0.046 0.06346 0.03277 0.00672 0.00228 0.20 7.56 10.42 0.85 0.17 19.20 0.80 20.00235 583832.07 4138788.34 1.5 0.01792 0.05591 0.05587 0.02532 0.00513 0.01792 0.05591 0.05587 0.02532 0.00513 0.00169 0.24 9.18 9.18 0.65 0.13 19.39 0.59 19.98234 583827.68 4138793.79 1.5 0.0183 0.05711 0.05458 0.02417 0.00488 0.0183 0.05711 0.05458 0.02417 0.00488 0.00165 0.25 9.38 8.96 0.62 0.13 19.34 0.58 19.92245 583875.97 4138733.82 1.5 0.01449 0.04522 0.0636 0.03305 0.00679 0.01449 0.04522 0.0636 0.03305 0.00679 0.00232 0.20 7.43 10.45 0.85 0.18 19.10 0.81 19.91136 583788.83 4138863.44 1.5 0.019 0.05928 0.04964 0.0203 0.00406 0.019 0.05928 0.04964 0.0203 0.00406 0.00069 0.26 9.74 8.15 0.52 0.10 18.78 0.24 19.02233 583805.73 4138821.05 1.5 0.01881 0.05869 0.04694 0.01859 0.00371 0.01881 0.05869 0.04694 0.01859 0.00371 0.0013 0.26 9.64 7.71 0.48 0.10 18.18 0.46 18.64119 583792.12 4138848.14 1.5 0.01858 0.05797 0.04579 0.01797 0.00358 0.01858 0.05797 0.04579 0.01797 0.00358 0.00086 0.25 9.52 7.52 0.46 0.09 17.85 0.30 18.15228 583861.74 4138740.33 1.5 0.01394 0.0435 0.05552 0.02792 0.00572 0.01394 0.0435 0.05552 0.02792 0.00572 0.00203 0.19 7.14 9.12 0.72 0.15 17.32 0.71 18.03232 583801.34 4138826.51 1.5 0.01834 0.05723 0.04515 0.0177 0.00352 0.01834 0.05723 0.04515 0.0177 0.00352 0.00118 0.25 9.40 7.42 0.46 0.09 17.61 0.41 18.03229 583866.13 4138734.88 1.5 0.01372 0.0428 0.05596 0.02839 0.00581 0.01372 0.0428 0.05596 0.02839 0.00581 0.00209 0.19 7.03 9.19 0.73 0.15 17.29 0.73 18.02230 583870.52 4138729.43 1.5 0.0135 0.04214 0.05623 0.02872 0.00589 0.0135 0.04214 0.05623 0.02872 0.00589 0.00214 0.18 6.92 9.24 0.74 0.15 17.24 0.75 17.99227 583839.79 4138767.59 1.5 0.01522 0.0475 0.05159 0.02433 0.00495 0.01522 0.0475 0.05159 0.02433 0.00495 0.0017 0.21 7.80 8.47 0.63 0.13 17.24 0.60 17.84226 583835.4 4138773.05 1.5 0.01549 0.04834 0.05056 0.02343 0.00476 0.01549 0.04834 0.05056 0.02343 0.00476 0.00165 0.21 7.94 8.30 0.61 0.12 17.18 0.58 17.76225 583831.01 4138778.5 1.5 0.01574 0.04913 0.04946 0.0225 0.00456 0.01574 0.04913 0.04946 0.0225 0.00456 0.0016 0.21 8.07 8.12 0.58 0.12 17.11 0.56 17.67224 583826.62 4138783.95 1.5 0.01597 0.04984 0.04829 0.02153 0.00435 0.01597 0.04984 0.04829 0.02153 0.00435 0.00156 0.22 8.19 7.93 0.56 0.11 17.00 0.55 17.55231 583796.95 4138831.96 1.5 0.0176 0.05491 0.04325 0.01693 0.00337 0.0176 0.05491 0.04325 0.01693 0.00337 0.00104 0.24 9.02 7.10 0.44 0.09 16.89 0.36 17.25135 583784.45 4138868.91 1.5 0.01635 0.05101 0.04667 0.02016 0.00406 0.01635 0.05101 0.04667 0.02016 0.00406 0.00058 0.22 8.38 7.67 0.52 0.10 16.89 0.20 17.10118 583787.74 4138853.6 1.5 0.01678 0.05235 0.04337 0.0176 0.00352 0.01678 0.05235 0.04337 0.0176 0.00352 0.00072 0.23 8.60 7.12 0.46 0.09 16.50 0.25 16.75219 583860.68 4138730.49 1.5 0.01272 0.03971 0.04949 0.02468 0.00505 0.01272 0.03971 0.04949 0.02468 0.00505 0.00192 0.17 6.52 8.13 0.64 0.13 15.59 0.67 16.27220 583865.07 4138725.04 1.5 0.01255 0.03918 0.04985 0.02504 0.00513 0.01255 0.03918 0.04985 0.02504 0.00513 0.00197 0.17 6.44 8.19 0.65 0.13 15.57 0.69 16.26218 583856.29 4138735.94 1.5 0.0129 0.04025 0.04899 0.02421 0.00495 0.0129 0.04025 0.04899 0.02421 0.00495 0.00186 0.18 6.61 8.05 0.63 0.13 15.59 0.65 16.24217 583834.34 4138763.2 1.5 0.01378 0.04301 0.04505 0.02089 0.00424 0.01378 0.04301 0.04505 0.02089 0.00424 0.00157 0.19 7.06 7.40 0.54 0.11 15.30 0.55 15.85 216 583829.95 4138768.66 1.5 0.01393 0.04348 0.04404 0.02009 0.00407 0.01393 0.04348 0.04404 0.02009 0.00407 0.00152 0.19 7.14 7.23 0.52 0.11 15.19 0.53 15.72 Construction Construction
Unmitigated Project Total Risk
223 583800.28 4138816.66 1.5 0.01559 0.04865 0.03977 0.01599 0.00319 0.01559 0.04865 0.03977 0.01599 0.00319 0.00112 0.21 7.99 6.53 0.41 0.08 15.23 0.39 15.62 215 583825.56 4138774.11 1.5 0.01405 0.04386 0.04297 0.01928 0.0039 0.01405 0.04386 0.04297 0.01928 0.0039 0.00147 0.19 7.20 7.06 0.50 0.10 15.05 0.52 15.57214 583821.17 4138779.56 1.5 0.01414 0.04411 0.04184 0.01845 0.00372 0.01414 0.04411 0.04184 0.01845 0.00372 0.00142 0.19 7.24 6.87 0.48 0.10 14.88 0.50 15.38117 583783.36 4138859.07 1.5 0.01478 0.04611 0.04084 0.01731 0.00348 0.01478 0.04611 0.04084 0.01731 0.00348 0.00061 0.20 7.57 6.71 0.45 0.09 15.02 0.21 15.23134 583780.08 4138874.37 1.5 0.01368 0.04269 0.04358 0.01996 0.00405 0.01368 0.04269 0.04358 0.01996 0.00405 0.0005 0.19 7.01 7.16 0.52 0.10 14.98 0.18 15.15222 583795.89 4138822.12 1.5 0.01501 0.04684 0.0381 0.01527 0.00305 0.01501 0.04684 0.0381 0.01527 0.00305 0.00101 0.20 7.69 6.26 0.39 0.08 14.63 0.35 14.98210 583859.61 4138720.65 1.5 0.01164 0.03632 0.04431 0.02192 0.00448 0.01164 0.03632 0.04431 0.02192 0.00448 0.00181 0.16 5.97 7.28 0.57 0.12 14.08 0.63 14.72100 583786.65 4138843.76 1.5 0.01465 0.0457 0.03801 0.01547 0.00309 0.01465 0.0457 0.03801 0.01547 0.00309 0.00074 0.20 7.51 6.24 0.40 0.08 14.43 0.26 14.69209 583855.22 4138726.1 1.5 0.01177 0.03672 0.04389 0.02154 0.0044 0.01177 0.03672 0.04389 0.02154 0.0044 0.00176 0.16 6.03 7.21 0.56 0.11 14.07 0.62 14.69208 583850.83 4138731.55 1.5 0.01189 0.03711 0.04335 0.02108 0.0043 0.01189 0.03711 0.04335 0.02108 0.0043 0.00171 0.16 6.10 7.12 0.55 0.11 14.03 0.60 14.63221 583791.5 4138827.57 1.5 0.01424 0.04443 0.03634 0.01462 0.00292 0.01424 0.04443 0.03634 0.01462 0.00292 0.00089 0.19 7.30 5.97 0.38 0.08 13.91 0.31 14.23207 583828.88 4138758.81 1.5 0.01241 0.03873 0.03944 0.01804 0.00366 0.01241 0.03873 0.03944 0.01804 0.00366 0.00144 0.17 6.36 6.48 0.47 0.09 13.57 0.50 14.07206 583824.49 4138764.27 1.5 0.01246 0.03889 0.03847 0.01734 0.00351 0.01246 0.03889 0.03847 0.01734 0.00351 0.00139 0.17 6.39 6.32 0.45 0.09 13.41 0.49 13.90205 583820.1 4138769.72 1.5 0.01248 0.03894 0.03744 0.01663 0.00336 0.01248 0.03894 0.03744 0.01663 0.00336 0.00134 0.17 6.40 6.15 0.43 0.09 13.23 0.47 13.70116 583778.99 4138864.53 1.5 0.0127 0.03962 0.03821 0.017 0.00344 0.0127 0.03962 0.03821 0.017 0.00344 0.00052 0.17 6.51 6.28 0.44 0.09 13.48 0.18 13.67 99 583782.28 4138849.23 1.5 0.01315 0.04105 0.03585 0.01506 0.00302 0.01315 0.04105 0.03585 0.01506 0.00302 0.00063 0.18 6.74 5.89 0.39 0.08 13.28 0.22 13.50 204 583815.71 4138775.17 1.5 0.01245 0.03884 0.03636 0.01591 0.00321 0.01245 0.03884 0.03636 0.01591 0.00321 0.00129 0.17 6.38 5.97 0.41 0.08 13.02 0.45 13.47199 583854.16 4138716.26 1.5 0.01076 0.03359 0.03949 0.01925 0.00393 0.01076 0.03359 0.03949 0.01925 0.00393 0.00167 0.15 5.52 6.49 0.50 0.10 12.75 0.59 13.33198 583849.77 4138721.71 1.5 0.01085 0.03385 0.03903 0.01888 0.00385 0.01085 0.03385 0.03903 0.01888 0.00385 0.00162 0.15 5.56 6.41 0.49 0.10 12.71 0.57 13.27133 583775.7 4138879.83 1.5 0.01112 0.03472 0.04035 0.01959 0.00399 0.01112 0.03472 0.04035 0.01959 0.00399 0.00044 0.15 5.70 6.63 0.51 0.10 13.09 0.15 13.25197 583845.38 4138727.16 1.5 0.01093 0.0341 0.03847 0.01844 0.00376 0.01093 0.0341 0.03847 0.01844 0.00376 0.00157 0.15 5.60 6.32 0.48 0.10 12.64 0.55 13.19213 583794.83 4138812.27 1.5 0.01293 0.04036 0.0338 0.01382 0.00277 0.01293 0.04036 0.0338 0.01382 0.00277 0.00097 0.18 6.63 5.55 0.36 0.07 12.79 0.34 13.13212 583790.44 4138817.73 1.5 0.01232 0.03846 0.03226 0.0132 0.00264 0.01232 0.03846 0.03226 0.0132 0.00264 0.00087 0.17 6.32 5.30 0.34 0.07 12.19 0.30 12.50196 583823.43 4138754.42 1.5 0.01113 0.03474 0.03463 0.01568 0.00317 0.01113 0.03474 0.03463 0.01568 0.00317 0.00132 0.15 5.71 5.69 0.41 0.08 12.03 0.46 12.50195 583819.04 4138759.88 1.5 0.0111 0.03465 0.0337 0.01506 0.00305 0.0111 0.03465 0.0337 0.01506 0.00305 0.00127 0.15 5.69 5.54 0.39 0.08 11.85 0.45 12.29 98 583777.9 4138854.69 1.5 0.01155 0.03605 0.0336 0.01467 0.00296 0.01155 0.03605 0.0336 0.01467 0.00296 0.00055 0.16 5.92 5.52 0.38 0.08 12.05 0.19 12.25 115 583774.61 4138869.99 1.5 0.01065 0.03322 0.03549 0.01661 0.00337 0.01065 0.03322 0.03549 0.01661 0.00337 0.00046 0.14 5.46 5.83 0.43 0.09 11.95 0.16 12.11185 583848.71 4138711.87 1.5 0.00993 0.03097 0.03528 0.01698 0.00346 0.00993 0.03097 0.03528 0.01698 0.00346 0.00154 0.14 5.09 5.79 0.44 0.09 11.54 0.54 12.08194 583814.65 4138765.33 1.5 0.01104 0.03444 0.03272 0.01444 0.00292 0.01104 0.03444 0.03272 0.01444 0.00292 0.00122 0.15 5.66 5.37 0.37 0.08 11.63 0.43 12.06184 583844.32 4138717.32 1.5 0.00997 0.03112 0.0348 0.01662 0.00338 0.00997 0.03112 0.0348 0.01662 0.00338 0.00149 0.14 5.11 5.72 0.43 0.09 11.48 0.52 12.00 86 583781.19 4138839.39 1.5 0.01164 0.03632 0.03165 0.01328 0.00267 0.01164 0.03632 0.03165 0.01328 0.00267 0.00065 0.16 5.97 5.20 0.34 0.07 11.73 0.23 11.96 183 583839.93 4138722.77 1.5 0.01001 0.03124 0.03423 0.0162 0.0033 0.01001 0.03124 0.03423 0.0162 0.0033 0.00145 0.14 5.13 5.62 0.42 0.09 11.39 0.51 11.90211 583786.05 4138823.18 1.5 0.01158 0.03615 0.03066 0.01264 0.00253 0.01158 0.03615 0.03066 0.01264 0.00253 0.00077 0.16 5.94 5.04 0.33 0.07 11.52 0.27 11.79193 583810.26 4138770.78 1.5 0.01093 0.0341 0.0317 0.01382 0.00279 0.01093 0.0341 0.0317 0.01382 0.00279 0.00116 0.15 5.60 5.21 0.36 0.07 11.39 0.41 11.79 182 583835.54 4138728.22 1.5 0.01004 0.03132 0.0336 0.01575 0.0032 0.01004 0.03132 0.0336 0.01575 0.0032 0.0014 0.14 5.14 5.52 0.41 0.08 11.29 0.49 11.78 181 583831.15 4138733.68 1.5 0.01005 0.03135 0.0329 0.01527 0.0031 0.01005 0.03135 0.0329 0.01527 0.0031 0.00135 0.14 5.15 5.40 0.39 0.08 11.16 0.47 11.64203 583793.76 4138802.43 1.5 0.01127 0.03516 0.03021 0.01256 0.00252 0.01127 0.03516 0.03021 0.01256 0.00252 0.00093 0.15 5.77 4.96 0.32 0.07 11.28 0.33 11.61180 583826.76 4138739.13 1.5 0.01004 0.03133 0.03215 0.01476 0.00299 0.01004 0.03133 0.03215 0.01476 0.00299 0.00131 0.14 5.15 5.28 0.38 0.08 11.02 0.46 11.48132 583771.33 4138885.3 1.5 0.00882 0.02752 0.03705 0.01898 0.00389 0.00882 0.02752 0.03705 0.01898 0.00389 0.00041 0.12 4.52 6.09 0.49 0.10 11.32 0.14 11.46179 583822.37 4138744.58 1.5 0.01001 0.03123 0.03135 0.01424 0.00288 0.01001 0.03123 0.03135 0.01424 0.00288 0.00126 0.14 5.13 5.15 0.37 0.07 10.86 0.44 11.30192 583801.48 4138781.69 1.5 0.01055 0.03292 0.02953 0.01261 0.00254 0.01055 0.03292 0.02953 0.01261 0.00254 0.00104 0.14 5.41 4.85 0.33 0.07 10.79 0.36 11.16178 583817.98 4138750.03 1.5 0.00995 0.03106 0.0305 0.0137 0.00277 0.00995 0.03106 0.0305 0.0137 0.00277 0.00121 0.14 5.10 5.01 0.35 0.07 10.67 0.42 11.10202 583789.37 4138807.88 1.5 0.01077 0.0336 0.02884 0.01199 0.0024 0.01077 0.0336 0.02884 0.01199 0.0024 0.00085 0.15 5.52 4.74 0.31 0.06 10.77 0.30 11.07 97 583773.52 4138860.15 1.5 0.00993 0.03098 0.03129 0.01425 0.00289 0.00993 0.03098 0.03129 0.01425 0.00289 0.00048 0.14 5.09 5.14 0.37 0.07 10.81 0.17 10.97 166 583843.26 4138707.48 1.5 0.00913 0.02849 0.03159 0.01503 0.00306 0.00913 0.02849 0.03159 0.01503 0.00306 0.00142 0.12 4.68 5.19 0.39 0.08 10.46 0.50 10.96 85 583776.81 4138844.85 1.5 0.01041 0.03248 0.02972 0.01284 0.00259 0.01041 0.03248 0.02972 0.01284 0.00259 0.00056 0.14 5.33 4.88 0.33 0.07 10.76 0.20 10.95 177 583813.59 4138755.49 1.5 0.00987 0.03079 0.02961 0.01316 0.00266 0.00987 0.03079 0.02961 0.01316 0.00266 0.00116 0.13 5.06 4.86 0.34 0.07 10.46 0.41 10.87165 583838.87 4138712.93 1.5 0.00914 0.02854 0.0311 0.01468 0.00299 0.00914 0.02854 0.0311 0.01468 0.00299 0.00138 0.12 4.69 5.11 0.38 0.08 10.38 0.48 10.86191 583797.09 4138787.14 1.5 0.01027 0.03204 0.02838 0.01203 0.00242 0.01027 0.03204 0.02838 0.01203 0.00242 0.00097 0.14 5.26 4.66 0.31 0.06 10.44 0.34 10.78164 583834.48 4138718.38 1.5 0.00915 0.02854 0.03053 0.0143 0.00291 0.00915 0.02854 0.03053 0.0143 0.00291 0.00133 0.12 4.69 5.01 0.37 0.08 10.27 0.47 10.74176 583809.2 4138760.94 1.5 0.00974 0.0304 0.02869 0.01261 0.00255 0.00974 0.0304 0.02869 0.01261 0.00255 0.00111 0.13 4.99 4.71 0.33 0.07 10.23 0.39 10.62114 583770.24 4138875.46 1.5 0.00873 0.02725 0.03272 0.01608 0.00328 0.00873 0.02725 0.03272 0.01608 0.00328 0.00041 0.12 4.48 5.37 0.42 0.08 10.47 0.14 10.61163 583830.09 4138723.83 1.5 0.00913 0.0285 0.02991 0.01388 0.00282 0.00913 0.0285 0.02991 0.01388 0.00282 0.00129 0.12 4.68 4.91 0.36 0.07 10.15 0.45 10.60201 583784.98 4138813.34 1.5 0.01018 0.03176 0.02744 0.01145 0.0023 0.01018 0.03176 0.02744 0.01145 0.0023 0.00076 0.14 5.22 4.51 0.30 0.06 10.22 0.27 10.48162 583825.7 4138729.29 1.5 0.0091 0.0284 0.02923 0.01344 0.00273 0.0091 0.0284 0.02923 0.01344 0.00273 0.00125 0.12 4.66 4.80 0.35 0.07 10.01 0.44 10.45190 583792.7 4138792.59 1.5 0.00992 0.03095 0.0272 0.01147 0.0023 0.00992 0.03095 0.0272 0.01147 0.0023 0.00089 0.13 5.08 4.47 0.30 0.06 10.04 0.31 10.35175 583804.81 4138766.39 1.5 0.00958 0.02989 0.02772 0.01207 0.00243 0.00958 0.02989 0.02772 0.01207 0.00243 0.00105 0.13 4.91 4.55 0.31 0.06 9.97 0.37 10.34161 583821.31 4138734.74 1.5 0.00905 0.02825 0.02851 0.01298 0.00263 0.00905 0.02825 0.02851 0.01298 0.00263 0.0012 0.12 4.64 4.68 0.34 0.07 9.85 0.42 10.27160 583816.92 4138740.19 1.5 0.00898 0.02802 0.02774 0.01251 0.00253 0.00898 0.02802 0.02774 0.01251 0.00253 0.00116 0.12 4.60 4.56 0.32 0.07 9.67 0.41 10.08174 583800.42 4138771.84 1.5 0.00937 0.02925 0.02673 0.01154 0.00232 0.00937 0.02925 0.02673 0.01154 0.00232 0.00099 0.13 4.80 4.39 0.30 0.06 9.68 0.35 10.03150 583837.8 4138703.09 1.5 0.00838 0.02615 0.02835 0.01335 0.00272 0.00838 0.02615 0.02835 0.01335 0.00272 0.00131 0.11 4.30 4.66 0.35 0.07 9.48 0.46 9.94 84 583772.44 4138850.32 1.5 0.00914 0.02852 0.02775 0.01241 0.00251 0.00914 0.02852 0.02775 0.01241 0.00251 0.0005 0.12 4.68 4.56 0.32 0.06 9.75 0.18 9.93 189 583788.31 4138798.04 1.5 0.0095 0.02964 0.02598 0.01094 0.0022 0.0095 0.02964 0.02598 0.01094 0.0022 0.00082 0.13 4.87 4.27 0.28 0.06 9.60 0.29 9.89159 583812.53 4138745.64 1.5 0.00888 0.02771 0.02694 0.01203 0.00243 0.00888 0.02771 0.02694 0.01203 0.00243 0.00111 0.12 4.55 4.42 0.31 0.06 9.47 0.39 9.86200 583780.59 4138818.79 1.5 0.0095 0.02964 0.02599 0.01094 0.0022 0.0095 0.02964 0.02599 0.01094 0.0022 0.00068 0.13 4.87 4.27 0.28 0.06 9.61 0.24 9.84131 583766.95 4138890.76 1.5 0.00687 0.02145 0.03365 0.01805 0.00372 0.00687 0.02145 0.03365 0.01805 0.00372 0.00038 0.09 3.52 5.53 0.47 0.10 9.71 0.13 9.84 76 583775.72 4138835.01 1.5 0.00935 0.02918 0.02649 0.01139 0.00229 0.00935 0.02918 0.02649 0.01139 0.00229 0.00058 0.13 4.79 4.35 0.29 0.06 9.62 0.20 9.83 149 583833.41 4138708.54 1.5 0.00837 0.0261 0.02784 0.01302 0.00265 0.00837 0.0261 0.02784 0.01302 0.00265 0.00127 0.11 4.29 4.57 0.34 0.07 9.38 0.45 9.82 96 583769.15 4138865.62 1.5 0.00837 0.02612 0.02894 0.01377 0.0028 0.00837 0.02612 0.02894 0.01377 0.0028 0.00043 0.11 4.29 4.75 0.36 0.07 9.59 0.15 9.74 148 583829.02 4138713.99 1.5 0.00834 0.02601 0.02729 0.01266 0.00257 0.00834 0.02601 0.02729 0.01266 0.00257 0.00123 0.11 4.27 4.48 0.33 0.07 9.26 0.43 9.69173 583796.03 4138777.3 1.5 0.00912 0.02845 0.0257 0.01102 0.00222 0.00912 0.02845 0.0257 0.01102 0.00222 0.00093 0.12 4.67 4.22 0.28 0.06 9.36 0.33 9.69158 583808.14 4138751.1 1.5 0.00875 0.02731 0.0261 0.01155 0.00233 0.00875 0.02731 0.0261 0.01155 0.00233 0.00106 0.12 4.49 4.29 0.30 0.06 9.25 0.37 9.62 147 583824.63 4138719.44 1.5 0.00829 0.02587 0.02668 0.01228 0.00249 0.00829 0.02587 0.02668 0.01228 0.00249 0.00119 0.11 4.25 4.38 0.32 0.06 9.13 0.42 9.54 188 583783.92 4138803.49 1.5 0.00901 0.02813 0.02473 0.01043 0.0021 0.00901 0.02813 0.02473 0.01043 0.0021 0.00075 0.12 4.62 4.06 0.27 0.05 9.13 0.26 9.39146 583820.24 4138724.9 1.5 0.00823 0.02568 0.02603 0.01188 0.00241 0.00823 0.02568 0.02603 0.01188 0.00241 0.00115 0.11 4.22 4.28 0.31 0.06 8.97 0.40 9.38157 583803.75 4138756.55 1.5 0.00859 0.02681 0.02523 0.01107 0.00223 0.00859 0.02681 0.02523 0.01107 0.00223 0.001 0.12 4.40 4.14 0.29 0.06 9.01 0.35 9.36172 583791.64 4138782.75 1.5 0.00881 0.0275 0.02464 0.01051 0.00211 0.00881 0.0275 0.02464 0.01051 0.00211 0.00086 0.12 4.52 4.05 0.27 0.05 9.01 0.30 9.31113 583765.86 4138880.92 1.5 0.00703 0.02194 0.02988 0.01536 0.00315 0.00703 0.02194 0.02988 0.01536 0.00315 0.00038 0.10 3.60 4.91 0.40 0.08 9.09 0.13 9.22145 583815.85 4138730.35 1.5 0.00815 0.02542 0.02534 0.01147 0.00232 0.00815 0.02542 0.02534 0.01147 0.00232 0.0011 0.11 4.18 4.16 0.30 0.06 8.80 0.39 9.19156 583799.36 4138762 1.5 0.0084 0.0262 0.02433 0.0106 0.00214 0.0084 0.0262 0.02433 0.0106 0.00214 0.00095 0.11 4.30 4.00 0.27 0.06 8.74 0.33 9.08144 583811.46 4138735.8 1.5 0.00804 0.0251 0.02461 0.01104 0.00223 0.00804 0.0251 0.02461 0.01104 0.00223 0.00106 0.11 4.12 4.04 0.29 0.06 8.62 0.37 8.99 75 583771.35 4138840.48 1.5 0.00835 0.02606 0.02479 0.01095 0.00221 0.00835 0.02606 0.02479 0.01095 0.00221 0.00051 0.11 4.28 4.07 0.28 0.06 8.81 0.18 8.98 171 583787.25 4138788.2 1.5 0.00846 0.02639 0.02355 0.01002 0.00202 0.00846 0.02639 0.02355 0.01002 0.00202 0.0008 0.12 4.33 3.87 0.26 0.05 8.63 0.28 8.91187 583779.53 4138808.95 1.5 0.00847 0.02643 0.02345 0.00995 0.002 0.00847 0.02643 0.02345 0.00995 0.002 0.00068 0.12 4.34 3.85 0.26 0.05 8.62 0.24 8.86155 583794.97 4138767.45 1.5 0.00817 0.02548 0.0234 0.01013 0.00204 0.00817 0.02548 0.0234 0.01013 0.00204 0.00089 0.11 4.19 3.84 0.26 0.05 8.45 0.31 8.77143 583807.07 4138741.25 1.5 0.00791 0.0247 0.02385 0.01062 0.00215 0.00791 0.0247 0.02385 0.01062 0.00215 0.00101 0.11 4.06 3.92 0.27 0.06 8.41 0.35 8.77 95 583764.77 4138871.08 1.5 0.00693 0.02163 0.02655 0.01317 0.00269 0.00693 0.02163 0.02655 0.01317 0.00269 0.00039 0.09 3.55 4.36 0.34 0.07 8.42 0.14 8.55 142 583802.68 4138746.71 1.5 0.00776 0.02422 0.02306 0.01019 0.00206 0.00776 0.02422 0.02306 0.01019 0.00206 0.00096 0.11 3.98 3.79 0.26 0.05 8.19 0.34 8.52170 583782.86 4138793.65 1.5 0.00805 0.02512 0.02244 0.00956 0.00192 0.00805 0.02512 0.02244 0.00956 0.00192 0.00073 0.11 4.13 3.69 0.25 0.05 8.22 0.26 8.47130 583762.57 4138896.23 1.5 0.00537 0.01675 0.03021 0.01678 0.00347 0.00537 0.01675 0.03021 0.01678 0.00347 0.00037 0.07 2.75 4.96 0.43 0.09 8.31 0.13 8.44186 583775.14 4138814.4 1.5 0.00787 0.02455 0.02215 0.00949 0.00191 0.00787 0.02455 0.02215 0.00949 0.00191 0.00061 0.11 4.03 3.64 0.25 0.05 8.07 0.21 8.29141 583798.29 4138752.16 1.5 0.00758 0.02365 0.02225 0.00976 0.00197 0.00758 0.02365 0.02225 0.00976 0.00197 0.00091 0.10 3.88 3.65 0.25 0.05 7.95 0.32 8.26 67 583770.26 4138830.64 1.5 0.00761 0.02375 0.02231 0.00978 0.00197 0.00761 0.02375 0.02231 0.00978 0.00197 0.00052 0.10 3.90 3.66 0.25 0.05 7.97 0.18 8.1574 583766.97 4138845.94 1.5 0.00734 0.02289 0.02306 0.01049 0.00213 0.00734 0.02289 0.02306 0.01049 0.00213 0.00046 0.10 3.76 3.79 0.27 0.06 7.97 0.16 8.13 169 583778.47 4138799.1 1.5 0.0076 0.02371 0.0213 0.00911 0.00183 0.0076 0.02371 0.0213 0.00911 0.00183 0.00067 0.10 3.89 3.50 0.24 0.05 7.78 0.23 8.01140 583793.9 4138757.61 1.5 0.00737 0.02299 0.02141 0.00934 0.00188 0.00737 0.02299 0.02141 0.00934 0.00188 0.00086 0.10 3.78 3.52 0.24 0.05 7.68 0.30 7.98112 583761.49 4138886.39 1.5 0.00561 0.01752 0.02703 0.01444 0.00297 0.00561 0.01752 0.02703 0.01444 0.00297 0.00036 0.08 2.88 4.44 0.37 0.08 7.84 0.13 7.97139 583789.51 4138763.06 1.5 0.00713 0.02224 0.02055 0.00893 0.0018 0.00713 0.02224 0.02055 0.00893 0.0018 0.00081 0.10 3.65 3.38 0.23 0.05 7.40 0.28 7.69168 583774.08 4138804.56 1.5 0.00711 0.02217 0.02015 0.00867 0.00175 0.00711 0.02217 0.02015 0.00867 0.00175 0.00061 0.10 3.64 3.31 0.22 0.05 7.32 0.21 7.53 94 583760.4 4138876.55 1.5 0.00567 0.0177 0.02417 0.01244 0.00255 0.00567 0.0177 0.02417 0.01244 0.00255 0.00036 0.08 2.91 3.97 0.32 0.07 7.34 0.13 7.4766 583765.88 4138836.1 1.5 0.00679 0.0212 0.02081 0.00934 0.00189 0.00679 0.0212 0.02081 0.00934 0.00189 0.00047 0.09 3.48 3.42 0.24 0.05 7.28 0.16 7.45 154 583777.41 4138789.26 1.5 0.00686 0.02142 0.01947 0.00838 0.00169 0.00686 0.02142 0.01947 0.00838 0.00169 0.00066 0.09 3.52 3.20 0.22 0.04 7.07 0.23 7.30129 583758.2 4138901.69 1.5 0.00431 0.01346 0.02678 0.01519 0.00314 0.00431 0.01346 0.02678 0.01519 0.00314 0.00036 0.06 2.21 4.40 0.39 0.08 7.14 0.13 7.27167 583769.69 4138810.01 1.5 0.00658 0.02053 0.01899 0.00826 0.00166 0.00658 0.02053 0.01899 0.00826 0.00166 0.00055 0.09 3.37 3.12 0.21 0.04 6.84 0.19 7.03153 583773.02 4138794.71 1.5 0.00645 0.02013 0.01844 0.00797 0.00161 0.00645 0.02013 0.01844 0.00797 0.00161 0.0006 0.09 3.31 3.03 0.21 0.04 6.67 0.21 6.88111 583757.11 4138891.85 1.5 0.0045 0.01405 0.02418 0.01328 0.00274 0.0045 0.01405 0.02418 0.01328 0.00274 0.00034 0.06 2.31 3.97 0.34 0.07 6.75 0.12 6.87 57 583764.8 4138826.26 1.5 0.00628 0.01959 0.01891 0.00842 0.0017 0.00628 0.01959 0.01891 0.00842 0.0017 0.00048 0.09 3.22 3.11 0.22 0.04 6.67 0.17 6.84 65 583761.51 4138841.56 1.5 0.00598 0.01868 0.01931 0.0089 0.00181 0.00598 0.01868 0.01931 0.0089 0.00181 0.00042 0.08 3.07 3.17 0.23 0.05 6.60 0.15 6.7593 583756.02 4138882.01 1.5 0.00462 0.01443 0.02179 0.01157 0.00238 0.00462 0.01443 0.02179 0.01157 0.00238 0.00034 0.06 2.37 3.58 0.30 0.06 6.37 0.12 6.49 152 583768.63 4138800.17 1.5 0.00602 0.01877 0.01741 0.00758 0.00153 0.00602 0.01877 0.01741 0.00758 0.00153 0.00055 0.08 3.08 2.86 0.20 0.04 6.26 0.19 6.45128 583753.82 4138907.15 1.5 0.00364 0.01135 0.02337 0.01335 0.00276 0.00364 0.01135 0.02337 0.01335 0.00276 0.00035 0.05 1.86 3.84 0.35 0.07 6.17 0.12 6.29 56 583760.42 4138831.72 1.5 0.00561 0.01751 0.0176 0.008 0.00162 0.00561 0.01751 0.0176 0.008 0.00162 0.00043 0.08 2.88 2.89 0.21 0.04 6.09 0.15 6.2464 583757.13 4138847.03 1.5 0.00521 0.01624 0.01782 0.00844 0.00172 0.00521 0.01624 0.01782 0.00844 0.00172 0.00038 0.07 2.67 2.93 0.22 0.04 5.93 0.13 6.06 151 583764.24 4138805.62 1.5 0.00556 0.01734 0.01638 0.0072 0.00145 0.00556 0.01734 0.01638 0.0072 0.00145 0.0005 0.08 2.85 2.69 0.19 0.04 5.84 0.18 6.01110 583752.73 4138897.31 1.5 0.0037 0.01154 0.02138 0.01195 0.00247 0.0037 0.01154 0.02138 0.01195 0.00247 0.00033 0.05 1.90 3.51 0.31 0.06 5.83 0.12 5.95 55 583756.05 4138837.19 1.5 0.00496 0.01547 0.01631 0.00759 0.00154 0.00496 0.01547 0.01631 0.00759 0.00154 0.00039 0.07 2.54 2.68 0.20 0.04 5.52 0.14 5.6692 583751.65 4138887.47 1.5 0.0038 0.01185 0.01947 0.01057 0.00218 0.0038 0.01185 0.01947 0.01057 0.00218 0.00032 0.05 1.95 3.20 0.27 0.06 5.53 0.11 5.64 127 583749.45 4138912.62 1.5 0.00322 0.01004 0.02009 0.01141 0.00236 0.00322 0.01004 0.02009 0.01141 0.00236 0.00034 0.04 1.65 3.30 0.30 0.06 5.35 0.12 5.47 83 583750.56 4138877.63 1.5 0.00386 0.01204 0.01773 0.00934 0.00192 0.00386 0.01204 0.01773 0.00934 0.00192 0.00032 0.05 1.98 2.91 0.24 0.05 5.23 0.11 5.3536 583754.96 4138827.35 1.5 0.0047 0.01465 0.01501 0.00688 0.0014 0.0047 0.01465 0.01501 0.00688 0.0014 0.0004 0.06 2.41 2.47 0.18 0.04 5.15 0.14 5.29 109 583748.36 4138902.78 1.5 0.00315 0.00983 0.01868 0.0105 0.00217 0.00315 0.00983 0.01868 0.0105 0.00217 0.00032 0.04 1.61 3.07 0.27 0.06 5.05 0.11 5.17 54 583751.67 4138842.65 1.5 0.00434 0.01353 0.01503 0.00715 0.00146 0.00434 0.01353 0.01503 0.00715 0.00146 0.00036 0.06 2.22 2.47 0.18 0.04 4.97 0.13 5.1091 583747.27 4138892.94 1.5 0.00318 0.00992 0.01721 0.00947 0.00196 0.00318 0.00992 0.01721 0.00947 0.00196 0.00031 0.04 1.63 2.83 0.24 0.05 4.79 0.11 4.9035 583750.58 4138832.81 1.5 0.00416 0.013 0.01388 0.0065 0.00132 0.00416 0.013 0.01388 0.0065 0.00132 0.00037 0.06 2.14 2.28 0.17 0.03 4.67 0.13 4.80 126 583745.07 4138918.08 1.5 0.00294 0.00918 0.01701 0.00951 0.00196 0.00294 0.00918 0.01701 0.00951 0.00196 0.00034 0.04 1.51 2.79 0.25 0.05 4.64 0.12 4.76 82 583746.18 4138883.1 1.5 0.00323 0.01007 0.01584 0.0085 0.00175 0.00323 0.01007 0.01584 0.0085 0.00175 0.0003 0.04 1.65 2.60 0.22 0.05 4.56 0.11 4.6753 583747.29 4138848.12 1.5 0.00376 0.01174 0.01377 0.00671 0.00137 0.00376 0.01174 0.01377 0.00671 0.00137 0.00033 0.05 1.93 2.26 0.17 0.04 4.45 0.12 4.57 398 583793.75 4138663.96 1.5 0.00398 0.01243 0.01239 0.00561 0.00114 0.00398 0.01243 0.01239 0.00561 0.00114 0.00073 0.05 2.04 2.04 0.15 0.03 4.31 0.26 4.56 18 583749.49 4138822.97 1.5 0.00398 0.01242 0.01289 0.00595 0.00121 0.00398 0.01242 0.01289 0.00595 0.00121 0.00037 0.05 2.04 2.12 0.15 0.03 4.40 0.13 4.53 108 583743.98 4138908.24 1.5 0.00279 0.0087 0.01612 0.00901 0.00186 0.00279 0.0087 0.01612 0.00901 0.00186 0.00032 0.04 1.43 2.65 0.23 0.05 4.40 0.11 4.51 73 583745.09 4138873.26 1.5 0.00326 0.01018 0.0146 0.00763 0.00157 0.00326 0.01018 0.0146 0.00763 0.00157 0.0003 0.04 1.67 2.40 0.20 0.04 4.35 0.11 4.46 393 583789.44 4138669.47 1.5 0.00389 0.01215 0.01206 0.00544 0.0011 0.00389 0.01215 0.01206 0.00544 0.0011 0.0007 0.05 2.00 1.98 0.14 0.03 4.20 0.25 4.44 34 583746.21 4138838.28 1.5 0.00366 0.01143 0.01279 0.00611 0.00124 0.00366 0.01143 0.01279 0.00611 0.00124 0.00034 0.05 1.88 2.10 0.16 0.03 4.22 0.12 4.3490 583742.89 4138898.4 1.5 0.00274 0.00855 0.01508 0.00833 0.00172 0.00274 0.00855 0.01508 0.00833 0.00172 0.0003 0.04 1.40 2.48 0.22 0.04 4.18 0.11 4.28 388 583781.9 4138680.41 1.5 0.00375 0.0117 0.0115 0.00517 0.00105 0.00375 0.0117 0.0115 0.00517 0.00105 0.00066 0.05 1.92 1.89 0.13 0.03 4.02 0.23 4.25399 583788.23 4138659.65 1.5 0.00365 0.01138 0.01131 0.00511 0.00103 0.00365 0.01138 0.01131 0.00511 0.00103 0.00068 0.05 1.87 1.86 0.13 0.03 3.94 0.24 4.17125 583740.69 4138923.54 1.5 0.00274 0.00855 0.01427 0.00778 0.0016 0.00274 0.00855 0.01427 0.00778 0.0016 0.00033 0.04 1.40 2.34 0.20 0.04 4.03 0.12 4.14383 583777.59 4138685.93 1.5 0.00364 0.01137 0.01113 0.00499 0.00101 0.00364 0.01137 0.01113 0.00499 0.00101 0.00063 0.05 1.87 1.83 0.13 0.03 3.90 0.22 4.12 17 583745.12 4138828.44 1.5 0.00355 0.01106 0.01192 0.0056 0.00114 0.00355 0.01106 0.01192 0.0056 0.00114 0.00034 0.05 1.82 1.96 0.14 0.03 4.00 0.12 4.1281 583741.81 4138888.56 1.5 0.00275 0.00857 0.01404 0.00761 0.00157 0.00275 0.00857 0.01404 0.00761 0.00157 0.00029 0.04 1.41 2.31 0.20 0.04 3.99 0.10 4.09 52 583742.92 4138853.58 1.5 0.00325 0.01014 0.01256 0.00625 0.00128 0.00325 0.01014 0.01256 0.00625 0.00128 0.0003 0.04 1.67 2.06 0.16 0.03 3.97 0.11 4.07 394 583783.92 4138665.17 1.5 0.00356 0.01111 0.01099 0.00495 0.001 0.00356 0.01111 0.01099 0.00495 0.001 0.00066 0.05 1.82 1.81 0.13 0.03 3.83 0.23 4.06107 583739.61 4138913.7 1.5 0.00254 0.00793 0.01379 0.0076 0.00157 0.00254 0.00793 0.01379 0.0076 0.00157 0.00031 0.03 1.30 2.26 0.20 0.04 3.84 0.11 3.95 72 583740.72 4138878.72 1.5 0.00277 0.00865 0.01306 0.00693 0.00143 0.00277 0.00865 0.01306 0.00693 0.00143 0.00028 0.04 1.42 2.15 0.18 0.04 3.82 0.10 3.92 33 583741.83 4138843.74 1.5 0.0032 0.00999 0.01172 0.00571 0.00116 0.0032 0.00999 0.01172 0.00571 0.00116 0.00031 0.04 1.64 1.92 0.15 0.03 3.79 0.11 3.90 389 583776.38 4138676.1 1.5 0.00342 0.01067 0.01046 0.0047 0.00095 0.00342 0.01067 0.01046 0.0047 0.00095 0.00062 0.05 1.75 1.72 0.12 0.02 3.66 0.22 3.88400 583782.71 4138655.34 1.5 0.00334 0.01044 0.01034 0.00466 0.00094 0.00334 0.01044 0.01034 0.00466 0.00094 0.00064 0.05 1.71 1.70 0.12 0.02 3.60 0.22 3.83 63 583739.63 4138868.88 1.5 0.00279 0.00872 0.01218 0.00632 0.0013 0.00279 0.00872 0.01218 0.00632 0.0013 0.00028 0.04 1.43 2.00 0.16 0.03 3.67 0.10 3.77 384 583772.07 4138681.62 1.5 0.00332 0.01035 0.01011 0.00453 0.00092 0.00332 0.01035 0.01011 0.00453 0.00092 0.00059 0.05 1.70 1.66 0.12 0.02 3.55 0.21 3.75378 583766.43 4138699.17 1.5 0.00333 0.01039 0.01007 0.00449 0.00091 0.00333 0.01039 0.01007 0.00449 0.00091 0.00056 0.05 1.71 1.65 0.12 0.02 3.55 0.20 3.74 16 583740.74 4138833.9 1.5 0.00314 0.00978 0.01098 0.00525 0.00107 0.00314 0.00978 0.01098 0.00525 0.00107 0.00032 0.04 1.61 1.80 0.14 0.03 3.62 0.11 3.73 395 583778.4 4138660.86 1.5 0.00326 0.01017 0.01004 0.00452 0.00091 0.00326 0.01017 0.01004 0.00452 0.00091 0.00062 0.04 1.67 1.65 0.12 0.02 3.50 0.22 3.72124 583736.32 4138929.01 1.5 0.00258 0.00804 0.01196 0.00632 0.0013 0.00258 0.00804 0.01196 0.00632 0.0013 0.00033 0.04 1.32 1.96 0.16 0.03 3.52 0.12 3.63 51 583738.54 4138859.04 1.5 0.0028 0.00874 0.01139 0.00577 0.00118 0.0028 0.00874 0.01139 0.00577 0.00118 0.00028 0.04 1.44 1.87 0.15 0.03 3.52 0.10 3.62 373 583762.12 4138704.69 1.5 0.00321 0.01001 0.00968 0.00431 0.00087 0.00321 0.01001 0.00968 0.00431 0.00087 0.00053 0.04 1.64 1.59 0.11 0.02 3.41 0.19 3.60 80 583737.43 4138894.03 1.5 0.00239 0.00747 0.01235 0.00672 0.00138 0.00239 0.00747 0.01235 0.00672 0.00138 0.00028 0.03 1.23 2.03 0.17 0.04 3.50 0.10 3.60 390 583770.86 4138671.8 1.5 0.00312 0.00974 0.00954 0.00428 0.00087 0.00312 0.00974 0.00954 0.00428 0.00087 0.00058 0.04 1.60 1.57 0.11 0.02 3.34 0.20 3.55401 583777.19 4138651.03 1.5 0.00307 0.00958 0.00947 0.00426 0.00086 0.00307 0.00958 0.00947 0.00426 0.00086 0.0006 0.04 1.57 1.56 0.11 0.02 3.30 0.21 3.51 32 583737.45 4138849.2 1.5 0.00279 0.0087 0.01069 0.0053 0.00108 0.00279 0.0087 0.01069 0.0053 0.00108 0.00029 0.04 1.43 1.76 0.14 0.03 3.39 0.10 3.49 106 583735.23 4138919.17 1.5 0.00236 0.00736 0.01174 0.00633 0.0013 0.00236 0.00736 0.01174 0.00633 0.0013 0.00031 0.03 1.21 1.93 0.16 0.03 3.37 0.11 3.48 71 583736.34 4138884.19 1.5 0.00239 0.00747 0.01161 0.00621 0.00128 0.00239 0.00747 0.01161 0.00621 0.00128 0.00027 0.03 1.23 1.91 0.16 0.03 3.36 0.09 3.45 385 583766.55 4138677.31 1.5 0.00302 0.00944 0.00921 0.00413 0.00083 0.00302 0.00944 0.00921 0.00413 0.00083 0.00056 0.04 1.55 1.51 0.11 0.02 3.23 0.20 3.43396 583772.89 4138656.55 1.5 0.00299 0.00933 0.00918 0.00413 0.00084 0.00299 0.00933 0.00918 0.00413 0.00084 0.00058 0.04 1.53 1.51 0.11 0.02 3.21 0.20 3.41379 583760.91 4138694.86 1.5 0.00302 0.00943 0.00914 0.00408 0.00082 0.00302 0.00943 0.00914 0.00408 0.00082 0.00053 0.04 1.55 1.50 0.11 0.02 3.22 0.19 3.40298 583742.32 4138780.73 1.5 0.00304 0.00947 0.00932 0.00419 0.00085 0.00304 0.00947 0.00932 0.00419 0.00085 0.00038 0.04 1.56 1.53 0.11 0.02 3.26 0.13 3.39 15 583736.37 4138839.36 1.5 0.00276 0.00861 0.01007 0.0049 0.001 0.00276 0.00861 0.01007 0.0049 0.001 0.00029 0.04 1.41 1.65 0.13 0.03 3.26 0.10 3.36 368 583754.25 4138715.3 1.5 0.00298 0.0093 0.00897 0.00399 0.00081 0.00298 0.0093 0.00897 0.00399 0.00081 0.00049 0.04 1.53 1.47 0.10 0.02 3.17 0.17 3.34 62 583735.25 4138874.35 1.5 0.00241 0.00751 0.01092 0.00573 0.00118 0.00241 0.00751 0.01092 0.00573 0.00118 0.00027 0.03 1.23 1.79 0.15 0.03 3.24 0.09 3.33 374 583756.6 4138700.38 1.5 0.00291 0.00907 0.00878 0.00391 0.00079 0.00291 0.00907 0.00878 0.00391 0.00079 0.0005 0.04 1.49 1.44 0.10 0.02 3.09 0.18 3.27391 583765.35 4138667.49 1.5 0.00285 0.00891 0.00872 0.00391 0.00079 0.00285 0.00891 0.00872 0.00391 0.00079 0.00055 0.04 1.46 1.43 0.10 0.02 3.06 0.19 3.25402 583771.68 4138646.73 1.5 0.00282 0.00881 0.00868 0.00391 0.00079 0.00282 0.00881 0.00868 0.00391 0.00079 0.00057 0.04 1.45 1.43 0.10 0.02 3.03 0.20 3.23123 583731.94 4138934.47 1.5 0.00243 0.0076 0.01015 0.00519 0.00106 0.00243 0.0076 0.01015 0.00519 0.00106 0.00033 0.03 1.25 1.67 0.13 0.03 3.11 0.12 3.23 50 583734.17 4138864.51 1.5 0.00242 0.00756 0.01029 0.00529 0.00109 0.00242 0.00756 0.01029 0.00529 0.00109 0.00027 0.03 1.24 1.69 0.14 0.03 3.13 0.09 3.22 363 583749.94 4138720.82 1.5 0.00285 0.00889 0.00857 0.00381 0.00077 0.00285 0.00889 0.00857 0.00381 0.00077 0.00046 0.04 1.46 1.41 0.10 0.02 3.02 0.16 3.19297 583737.9 4138786.16 1.5 0.0028 0.00874 0.00873 0.00396 0.0008 0.0028 0.00874 0.00873 0.00396 0.0008 0.00036 0.04 1.44 1.43 0.10 0.02 3.03 0.13 3.16397 583767.37 4138652.24 1.5 0.00274 0.00857 0.00842 0.00378 0.00077 0.00274 0.00857 0.00842 0.00378 0.00077 0.00055 0.04 1.41 1.38 0.10 0.02 2.95 0.19 3.14386 583761.04 4138673.01 1.5 0.00276 0.00862 0.00841 0.00377 0.00076 0.00276 0.00862 0.00841 0.00377 0.00076 0.00052 0.04 1.42 1.38 0.10 0.02 2.95 0.18 3.13 31 583733.08 4138854.67 1.5 0.00243 0.00758 0.00972 0.0049 0.001 0.00243 0.00758 0.00972 0.0049 0.001 0.00027 0.03 1.24 1.60 0.13 0.03 3.03 0.09 3.12 354 583742.06 4138753.66 1.5 0.00279 0.00872 0.00845 0.00377 0.00076 0.00279 0.00872 0.00845 0.00377 0.00076 0.0004 0.04 1.43 1.39 0.10 0.02 2.98 0.14 3.12 380 583755.39 4138690.56 1.5 0.00275 0.00857 0.00832 0.00371 0.00075 0.00275 0.00857 0.00832 0.00371 0.00075 0.0005 0.04 1.41 1.37 0.10 0.02 2.93 0.18 3.10105 583730.86 4138924.63 1.5 0.00221 0.0069 0.01003 0.00526 0.00108 0.00221 0.0069 0.01003 0.00526 0.00108 0.0003 0.03 1.13 1.65 0.14 0.03 2.97 0.11 3.08 70 583731.97 4138889.65 1.5 0.00211 0.00658 0.01027 0.0055 0.00113 0.00211 0.00658 0.01027 0.0055 0.00113 0.00026 0.03 1.08 1.69 0.14 0.03 2.97 0.09 3.06 369 583748.73 4138710.99 1.5 0.0027 0.00841 0.00812 0.00362 0.00073 0.0027 0.00841 0.00812 0.00362 0.00073 0.00046 0.04 1.38 1.33 0.09 0.02 2.86 0.16 3.03 14 583731.99 4138844.83 1.5 0.00242 0.00756 0.0092 0.00455 0.00093 0.00242 0.00756 0.0092 0.00455 0.00093 0.00027 0.03 1.24 1.51 0.12 0.02 2.93 0.09 3.02 293 583736.89 4138776.31 1.5 0.00269 0.00839 0.0083 0.00374 0.00076 0.00269 0.00839 0.0083 0.00374 0.00076 0.00036 0.04 1.38 1.36 0.10 0.02 2.89 0.13 3.02392 583759.83 4138663.18 1.5 0.00262 0.00816 0.00798 0.00358 0.00072 0.00262 0.00816 0.00798 0.00358 0.00072 0.00052 0.04 1.34 1.31 0.09 0.02 2.80 0.18 2.98375 583751.09 4138696.07 1.5 0.00264 0.00824 0.00798 0.00356 0.00072 0.00264 0.00824 0.00798 0.00356 0.00072 0.00047 0.04 1.35 1.31 0.09 0.02 2.81 0.16 2.98 61 583730.88 4138879.81 1.5 0.0021 0.00656 0.00975 0.00515 0.00106 0.0021 0.00656 0.00975 0.00515 0.00106 0.00026 0.03 1.08 1.60 0.13 0.03 2.87 0.09 2.96 349 583737.76 4138759.18 1.5 0.00262 0.00818 0.00799 0.00358 0.00072 0.00262 0.00818 0.00799 0.00358 0.00072 0.00038 0.04 1.34 1.31 0.09 0.02 2.80 0.13 2.94296 583733.48 4138791.59 1.5 0.00257 0.00802 0.00815 0.00373 0.00076 0.00257 0.00802 0.00815 0.00373 0.00076 0.00033 0.03 1.32 1.34 0.10 0.02 2.81 0.12 2.92122 583727.57 4138939.94 1.5 0.00231 0.00721 0.00884 0.00438 0.0009 0.00231 0.00721 0.00884 0.00438 0.0009 0.00033 0.03 1.18 1.45 0.11 0.02 2.80 0.12 2.92364 583744.43 4138716.51 1.5 0.00257 0.00803 0.00776 0.00346 0.0007 0.00257 0.00803 0.00776 0.00346 0.0007 0.00043 0.03 1.32 1.27 0.09 0.02 2.74 0.15 2.89387 583755.52 4138668.7 1.5 0.00253 0.00789 0.0077 0.00344 0.0007 0.00253 0.00789 0.0077 0.00344 0.0007 0.0005 0.03 1.30 1.26 0.09 0.02 2.70 0.18 2.88 49 583729.79 4138869.97 1.5 0.00211 0.00659 0.00925 0.00481 0.00099 0.00211 0.00659 0.00925 0.00481 0.00099 0.00025 0.03 1.08 1.52 0.12 0.03 2.78 0.09 2.87 381 583749.88 4138686.25 1.5 0.0025 0.00782 0.00759 0.00339 0.00068 0.0025 0.00782 0.00759 0.00339 0.00068 0.00047 0.03 1.28 1.25 0.09 0.02 2.67 0.16 2.84292 583732.47 4138781.74 1.5 0.00248 0.00775 0.00777 0.00353 0.00071 0.00248 0.00775 0.00777 0.00353 0.00071 0.00034 0.03 1.27 1.28 0.09 0.02 2.69 0.12 2.81355 583736.55 4138749.35 1.5 0.0025 0.0078 0.00759 0.0034 0.00069 0.0025 0.0078 0.00759 0.0034 0.00069 0.00038 0.03 1.28 1.25 0.09 0.02 2.67 0.13 2.80 30 583728.7 4138860.13 1.5 0.00212 0.00662 0.0088 0.00449 0.00092 0.00212 0.00662 0.0088 0.00449 0.00092 0.00025 0.03 1.09 1.45 0.12 0.02 2.70 0.09 2.79 104 583726.48 4138930.1 1.5 0.00209 0.00653 0.00867 0.00442 0.00091 0.00209 0.00653 0.00867 0.00442 0.00091 0.0003 0.03 1.07 1.42 0.11 0.02 2.66 0.11 2.77370 583743.22 4138706.68 1.5 0.00245 0.00763 0.00738 0.00329 0.00066 0.00245 0.00763 0.00738 0.00329 0.00066 0.00043 0.03 1.25 1.21 0.09 0.02 2.60 0.15 2.75376 583745.57 4138691.77 1.5 0.00241 0.00751 0.00728 0.00325 0.00066 0.00241 0.00751 0.00728 0.00325 0.00066 0.00045 0.03 1.23 1.20 0.08 0.02 2.56 0.16 2.72 13 583727.61 4138850.29 1.5 0.00213 0.00664 0.00837 0.00419 0.00086 0.00213 0.00664 0.00837 0.00419 0.00086 0.00026 0.03 1.09 1.37 0.11 0.02 2.62 0.09 2.72 295 583729.06 4138797.02 1.5 0.00235 0.00733 0.00759 0.0035 0.00071 0.00235 0.00733 0.00759 0.0035 0.00071 0.00031 0.03 1.20 1.25 0.09 0.02 2.59 0.11 2.70121 583723.19 4138945.4 1.5 0.0022 0.00686 0.00794 0.00385 0.00078 0.0022 0.00686 0.00794 0.00385 0.00078 0.00033 0.03 1.13 1.30 0.10 0.02 2.58 0.12 2.70350 583732.24 4138754.87 1.5 0.00235 0.00732 0.00718 0.00322 0.00065 0.00235 0.00732 0.00718 0.00322 0.00065 0.00036 0.03 1.20 1.18 0.08 0.02 2.51 0.13 2.64 60 583726.5 4138885.27 1.5 0.00187 0.00583 0.00867 0.00458 0.00094 0.00187 0.00583 0.00867 0.00458 0.00094 0.00025 0.03 0.96 1.42 0.12 0.02 2.55 0.09 2.64 365 583738.91 4138712.2 1.5 0.00233 0.00728 0.00705 0.00314 0.00063 0.00233 0.00728 0.00705 0.00314 0.00063 0.00041 0.03 1.20 1.16 0.08 0.02 2.48 0.14 2.63291 583728.05 4138787.17 1.5 0.00228 0.00712 0.00726 0.00332 0.00067 0.00228 0.00712 0.00726 0.00332 0.00067 0.00032 0.03 1.17 1.19 0.09 0.02 2.50 0.11 2.61382 583744.36 4138681.94 1.5 0.00229 0.00714 0.00694 0.0031 0.00063 0.00229 0.00714 0.00694 0.0031 0.00063 0.00044 0.03 1.17 1.14 0.08 0.02 2.44 0.15 2.59 48 583725.42 4138875.43 1.5 0.00186 0.00581 0.0083 0.00433 0.00089 0.00186 0.00581 0.0083 0.00433 0.00089 0.00024 0.03 0.95 1.36 0.11 0.02 2.48 0.08 2.56 120 583718.82 4138950.86 1.5 0.0021 0.00654 0.00732 0.00349 0.00071 0.0021 0.00654 0.00732 0.00349 0.00071 0.00033 0.03 1.07 1.20 0.09 0.02 2.41 0.12 2.53356 583731.03 4138745.04 1.5 0.00225 0.00701 0.00685 0.00307 0.00062 0.00225 0.00701 0.00685 0.00307 0.00062 0.00036 0.03 1.15 1.13 0.08 0.02 2.40 0.13 2.53 103 583722.1 4138935.56 1.5 0.00199 0.0062 0.00765 0.0038 0.00078 0.00199 0.0062 0.00765 0.0038 0.00078 0.0003 0.03 1.02 1.26 0.10 0.02 2.42 0.11 2.53371 583737.7 4138702.38 1.5 0.00223 0.00695 0.00673 0.003 0.00061 0.00223 0.00695 0.00673 0.003 0.00061 0.00041 0.03 1.14 1.11 0.08 0.02 2.37 0.14 2.51 29 583724.33 4138865.59 1.5 0.00187 0.00583 0.00794 0.00408 0.00084 0.00187 0.00583 0.00794 0.00408 0.00084 0.00024 0.03 0.96 1.30 0.11 0.02 2.41 0.08 2.50 377 583740.05 4138687.46 1.5 0.0022 0.00686 0.00665 0.00297 0.0006 0.0022 0.00686 0.00665 0.00297 0.0006 0.00043 0.03 1.13 1.09 0.08 0.02 2.34 0.15 2.49 294 583724.64 4138802.44 1.5 0.00214 0.00667 0.00705 0.00329 0.00067 0.00214 0.00667 0.00705 0.00329 0.00067 0.00029 0.03 1.10 1.16 0.09 0.02 2.38 0.10 2.49 12 583723.24 4138855.76 1.5 0.00188 0.00585 0.0076 0.00385 0.00079 0.00188 0.00585 0.0076 0.00385 0.00079 0.00024 0.03 0.96 1.25 0.10 0.02 2.35 0.08 2.44 290 583723.63 4138792.6 1.5 0.00209 0.00652 0.00677 0.00312 0.00063 0.00209 0.00652 0.00677 0.00312 0.00063 0.0003 0.03 1.07 1.11 0.08 0.02 2.31 0.11 2.41366 583733.39 4138707.89 1.5 0.00212 0.00663 0.00642 0.00286 0.00058 0.00212 0.00663 0.00642 0.00286 0.00058 0.00039 0.03 1.09 1.05 0.07 0.01 2.26 0.14 2.40344 583725.23 4138767.58 1.5 0.00211 0.00659 0.00658 0.00298 0.0006 0.00211 0.00659 0.00658 0.00298 0.0006 0.00032 0.03 1.08 1.08 0.08 0.02 2.28 0.11 2.40351 583726.72 4138750.56 1.5 0.00211 0.00659 0.00647 0.00291 0.00059 0.00211 0.00659 0.00647 0.00291 0.00059 0.00034 0.03 1.08 1.06 0.08 0.02 2.26 0.12 2.38102 583717.73 4138941.02 1.5 0.00189 0.00591 0.00692 0.00337 0.00069 0.00189 0.00591 0.00692 0.00337 0.00069 0.0003 0.03 0.97 1.14 0.09 0.02 2.24 0.11 2.34 47 583721.04 4138880.9 1.5 0.00167 0.0052 0.00742 0.00387 0.0008 0.00167 0.0052 0.00742 0.00387 0.0008 0.00024 0.02 0.85 1.22 0.10 0.02 2.22 0.08 2.30 372 583732.18 4138698.07 1.5 0.00203 0.00634 0.00614 0.00274 0.00055 0.00203 0.00634 0.00614 0.00274 0.00055 0.00039 0.03 1.04 1.01 0.07 0.01 2.16 0.14 2.30357 583725.51 4138740.74 1.5 0.00203 0.00634 0.0062 0.00278 0.00056 0.00203 0.00634 0.0062 0.00278 0.00056 0.00034 0.03 1.04 1.02 0.07 0.01 2.17 0.12 2.29 28 583719.95 4138871.06 1.5 0.00166 0.00518 0.00715 0.00369 0.00076 0.00166 0.00518 0.00715 0.00369 0.00076 0.00023 0.02 0.85 1.17 0.10 0.02 2.16 0.08 2.24 339 583720.92 4138773.09 1.5 0.00196 0.00612 0.00618 0.00281 0.00057 0.00196 0.00612 0.00618 0.00281 0.00057 0.0003 0.03 1.01 1.02 0.07 0.01 2.13 0.11 2.24289 583719.21 4138798.02 1.5 0.00191 0.00595 0.00629 0.00293 0.0006 0.00191 0.00595 0.00629 0.00293 0.0006 0.00028 0.03 0.98 1.03 0.08 0.02 2.13 0.10 2.23 89 583716.64 4138931.18 1.5 0.00173 0.00541 0.00665 0.0033 0.00067 0.00173 0.00541 0.00665 0.0033 0.00067 0.00027 0.02 0.89 1.09 0.09 0.02 2.11 0.09 2.20 101 583713.35 4138946.49 1.5 0.00181 0.00565 0.00638 0.00306 0.00062 0.00181 0.00565 0.00638 0.00306 0.00062 0.0003 0.02 0.93 1.05 0.08 0.02 2.10 0.11 2.20 11 583718.86 4138861.22 1.5 0.00166 0.0052 0.00689 0.00351 0.00072 0.00166 0.0052 0.00689 0.00351 0.00072 0.00023 0.02 0.85 1.13 0.09 0.02 2.12 0.08 2.20 367 583727.87 4138703.59 1.5 0.00194 0.00605 0.00587 0.00262 0.00053 0.00194 0.00605 0.00587 0.00262 0.00053 0.00037 0.03 0.99 0.96 0.07 0.01 2.07 0.13 2.20345 583719.71 4138763.27 1.5 0.0019 0.00593 0.00593 0.00269 0.00054 0.0019 0.00593 0.00593 0.00269 0.00054 0.00031 0.03 0.97 0.97 0.07 0.01 2.06 0.11 2.17352 583721.2 4138746.25 1.5 0.00191 0.00595 0.00586 0.00264 0.00053 0.00191 0.00595 0.00586 0.00264 0.00053 0.00033 0.03 0.98 0.96 0.07 0.01 2.05 0.12 2.16358 583719.99 4138736.43 1.5 0.00184 0.00575 0.00563 0.00253 0.00051 0.00184 0.00575 0.00563 0.00253 0.00051 0.00033 0.03 0.94 0.92 0.07 0.01 1.97 0.12 2.09 46 583716.66 4138886.36 1.5 0.00152 0.00473 0.00664 0.00345 0.00071 0.00152 0.00473 0.00664 0.00345 0.00071 0.00023 0.02 0.78 1.09 0.09 0.02 2.00 0.08 2.0888 583712.26 4138936.65 1.5 0.00165 0.00516 0.00605 0.00295 0.0006 0.00165 0.00516 0.00605 0.00295 0.0006 0.00027 0.02 0.85 0.99 0.08 0.02 1.96 0.09 2.0527 583715.58 4138876.52 1.5 0.0015 0.00468 0.00643 0.00332 0.00068 0.0015 0.00468 0.00643 0.00332 0.00068 0.00022 0.02 0.77 1.06 0.09 0.02 1.95 0.08 2.03 340 583715.4 4138768.79 1.5 0.00177 0.00551 0.00557 0.00254 0.00051 0.00177 0.00551 0.00557 0.00254 0.00051 0.00029 0.02 0.90 0.91 0.07 0.01 1.92 0.10 2.02 10 583714.49 4138866.68 1.5 0.00149 0.00466 0.00623 0.00318 0.00065 0.00149 0.00466 0.00623 0.00318 0.00065 0.00022 0.02 0.77 1.02 0.08 0.02 1.91 0.08 1.99 353 583715.69 4138741.95 1.5 0.00173 0.0054 0.00533 0.0024 0.00049 0.00173 0.0054 0.00533 0.0024 0.00049 0.00031 0.02 0.89 0.88 0.06 0.01 1.86 0.11 1.97346 583714.19 4138758.96 1.5 0.00172 0.00536 0.00537 0.00243 0.00049 0.00172 0.00536 0.00537 0.00243 0.00049 0.0003 0.02 0.88 0.88 0.06 0.01 1.86 0.11 1.97288 583712.01 4138817.59 1.5 0.0016 0.005 0.00564 0.0027 0.00055 0.0016 0.005 0.00564 0.0027 0.00055 0.00024 0.02 0.82 0.93 0.07 0.01 1.85 0.08 1.94 87 583707.89 4138942.11 1.5 0.00158 0.00494 0.00561 0.00269 0.00055 0.00158 0.00494 0.00561 0.00269 0.00055 0.00027 0.02 0.81 0.92 0.07 0.01 1.84 0.09 1.93 334 583711.14 4138784.41 1.5 0.00163 0.0051 0.00531 0.00246 0.0005 0.00163 0.0051 0.00531 0.00246 0.0005 0.00027 0.02 0.84 0.87 0.06 0.01 1.81 0.09 1.90 45 583712.29 4138891.83 1.5 0.0014 0.00437 0.00595 0.00306 0.00063 0.0014 0.00437 0.00595 0.00306 0.00063 0.00022 0.02 0.72 0.98 0.08 0.02 1.81 0.08 1.8926 583711.2 4138881.99 1.5 0.00137 0.00427 0.00579 0.00297 0.00061 0.00137 0.00427 0.00579 0.00297 0.00061 0.00022 0.02 0.70 0.95 0.08 0.02 1.76 0.08 1.84 341 583709.88 4138764.48 1.5 0.0016 0.00499 0.00505 0.0023 0.00047 0.0016 0.00499 0.00505 0.0023 0.00047 0.00028 0.02 0.82 0.83 0.06 0.01 1.74 0.10 1.84 79 583706.8 4138932.27 1.5 0.00146 0.00456 0.00533 0.00259 0.00053 0.00146 0.00456 0.00533 0.00259 0.00053 0.00025 0.02 0.75 0.88 0.07 0.01 1.72 0.09 1.81 9 583710.11 4138872.15 1.5 0.00135 0.00422 0.00563 0.00288 0.00059 0.00135 0.00422 0.00563 0.00288 0.00059 0.00021 0.02 0.69 0.92 0.07 0.02 1.73 0.07 1.80 347 583708.67 4138754.65 1.5 0.00156 0.00487 0.00488 0.00221 0.00045 0.00156 0.00487 0.00488 0.00221 0.00045 0.00028 0.02 0.80 0.80 0.06 0.01 1.69 0.10 1.79287 583707.59 4138823.02 1.5 0.00145 0.00451 0.0052 0.00251 0.00051 0.00145 0.00451 0.0052 0.00251 0.00051 0.00023 0.02 0.74 0.85 0.06 0.01 1.69 0.08 1.77329 583706.83 4138789.93 1.5 0.0015 0.00469 0.00496 0.00231 0.00047 0.0015 0.00469 0.00496 0.00231 0.00047 0.00025 0.02 0.77 0.81 0.06 0.01 1.68 0.09 1.76283 583706.59 4138813.17 1.5 0.00145 0.00452 0.00506 0.00242 0.00049 0.00145 0.00452 0.00506 0.00242 0.00049 0.00023 0.02 0.74 0.83 0.06 0.01 1.67 0.08 1.75 44 583707.91 4138897.29 1.5 0.00131 0.00408 0.00535 0.00272 0.00056 0.00131 0.00408 0.00535 0.00272 0.00056 0.00022 0.02 0.67 0.88 0.07 0.01 1.65 0.08 1.73 335 583705.62 4138780.1 1.5 0.00148 0.00462 0.0048 0.00222 0.00045 0.00148 0.00462 0.0048 0.00222 0.00045 0.00026 0.02 0.76 0.79 0.06 0.01 1.64 0.09 1.73 78 583702.42 4138937.74 1.5 0.0014 0.00437 0.00495 0.00238 0.00048 0.0014 0.00437 0.00495 0.00238 0.00048 0.00025 0.02 0.72 0.81 0.06 0.01 1.62 0.09 1.71 342 583704.37 4138760.17 1.5 0.00145 0.00454 0.00459 0.00209 0.00042 0.00145 0.00454 0.00459 0.00209 0.00042 0.00027 0.02 0.75 0.75 0.05 0.01 1.58 0.09 1.68 8 583705.74 4138877.61 1.5 0.00124 0.00388 0.0051 0.00259 0.00053 0.00124 0.00388 0.0051 0.00259 0.00053 0.00021 0.02 0.64 0.84 0.07 0.01 1.57 0.07 1.65 348 583703.16 4138750.34 1.5 0.00142 0.00444 0.00445 0.00202 0.00041 0.00142 0.00444 0.00445 0.00202 0.00041 0.00027 0.02 0.73 0.73 0.05 0.01 1.54 0.09 1.64 77 583698.05 4138943.2 1.5 0.00134 0.00419 0.00466 0.00222 0.00045 0.00134 0.00419 0.00466 0.00222 0.00045 0.00025 0.02 0.69 0.77 0.06 0.01 1.54 0.09 1.63 286 583703.17 4138828.45 1.5 0.00131 0.00408 0.00479 0.00233 0.00048 0.00131 0.00408 0.00479 0.00233 0.00048 0.00022 0.02 0.67 0.79 0.06 0.01 1.55 0.08 1.62282 583702.17 4138818.6 1.5 0.00131 0.00409 0.00467 0.00225 0.00046 0.00131 0.00409 0.00467 0.00225 0.00046 0.00022 0.02 0.67 0.77 0.06 0.01 1.53 0.08 1.60330 583701.31 4138785.62 1.5 0.00136 0.00425 0.00449 0.00209 0.00042 0.00136 0.00425 0.00449 0.00209 0.00042 0.00024 0.02 0.70 0.74 0.05 0.01 1.52 0.08 1.60 43 583703.54 4138902.75 1.5 0.00123 0.00385 0.00484 0.00242 0.0005 0.00123 0.00385 0.00484 0.00242 0.0005 0.00021 0.02 0.63 0.79 0.06 0.01 1.52 0.07 1.59 336 583700.1 4138775.8 1.5 0.00135 0.0042 0.00436 0.00201 0.00041 0.00135 0.0042 0.00436 0.00201 0.00041 0.00025 0.02 0.69 0.72 0.05 0.01 1.49 0.09 1.57343 583698.85 4138755.86 1.5 0.00133 0.00414 0.00419 0.00191 0.00039 0.00133 0.00414 0.00419 0.00191 0.00039 0.00026 0.02 0.68 0.69 0.05 0.01 1.45 0.09 1.54 69 583696.96 4138933.36 1.5 0.00125 0.00391 0.00441 0.00211 0.00043 0.00125 0.00391 0.00441 0.00211 0.00043 0.00023 0.02 0.64 0.72 0.05 0.01 1.45 0.08 1.53 324 583697.74 4138801.94 1.5 0.00125 0.00389 0.00427 0.00202 0.00041 0.00125 0.00389 0.00427 0.00202 0.00041 0.00022 0.02 0.64 0.70 0.05 0.01 1.42 0.08 1.50 42 583699.16 4138908.22 1.5 0.00117 0.00366 0.00442 0.00218 0.00044 0.00117 0.00366 0.00442 0.00218 0.00044 0.00021 0.02 0.60 0.73 0.06 0.01 1.41 0.07 1.48 285 583698.75 4138833.88 1.5 0.00118 0.00369 0.0044 0.00216 0.00044 0.00118 0.00369 0.0044 0.00216 0.00044 0.0002 0.02 0.61 0.72 0.06 0.01 1.41 0.07 1.48281 583697.75 4138824.03 1.5 0.00119 0.00371 0.00431 0.00209 0.00043 0.00119 0.00371 0.00431 0.00209 0.00043 0.00021 0.02 0.61 0.71 0.05 0.01 1.40 0.07 1.47331 583695.8 4138781.31 1.5 0.00124 0.00388 0.00408 0.0019 0.00038 0.00124 0.00388 0.00408 0.0019 0.00038 0.00023 0.02 0.64 0.67 0.05 0.01 1.38 0.08 1.46 68 583692.59 4138938.82 1.5 0.0012 0.00375 0.00415 0.00197 0.0004 0.0012 0.00375 0.00415 0.00197 0.0004 0.00023 0.02 0.62 0.68 0.05 0.01 1.38 0.08 1.46 337 583694.59 4138771.49 1.5 0.00123 0.00383 0.00397 0.00183 0.00037 0.00123 0.00383 0.00397 0.00183 0.00037 0.00024 0.02 0.63 0.65 0.05 0.01 1.35 0.08 1.44 25 583698.07 4138898.38 1.5 0.00112 0.0035 0.00431 0.00214 0.00044 0.00112 0.0035 0.00431 0.00214 0.00044 0.0002 0.02 0.57 0.71 0.06 0.01 1.36 0.07 1.4341 583694.78 4138913.68 1.5 0.00112 0.00349 0.00407 0.00198 0.0004 0.00112 0.00349 0.00407 0.00198 0.0004 0.00021 0.02 0.57 0.67 0.05 0.01 1.32 0.07 1.39 319 583693.43 4138807.45 1.5 0.00114 0.00356 0.00397 0.00189 0.00039 0.00114 0.00356 0.00397 0.00189 0.00039 0.00021 0.02 0.58 0.65 0.05 0.01 1.31 0.07 1.38 59 583691.5 4138928.98 1.5 0.00113 0.00353 0.00394 0.00188 0.00038 0.00113 0.00353 0.00394 0.00188 0.00038 0.00022 0.02 0.58 0.65 0.05 0.01 1.30 0.08 1.38 325 583692.22 4138797.63 1.5 0.00114 0.00356 0.00388 0.00183 0.00037 0.00114 0.00356 0.00388 0.00183 0.00037 0.00022 0.02 0.58 0.64 0.05 0.01 1.29 0.08 1.37284 583694.33 4138839.31 1.5 0.00108 0.00336 0.00405 0.00199 0.00041 0.00108 0.00336 0.00405 0.00199 0.00041 0.0002 0.01 0.55 0.67 0.05 0.01 1.29 0.07 1.36280 583693.33 4138829.46 1.5 0.00108 0.00338 0.00398 0.00194 0.0004 0.00108 0.00338 0.00398 0.00194 0.0004 0.0002 0.01 0.56 0.65 0.05 0.01 1.28 0.07 1.35332 583690.28 4138777.01 1.5 0.00114 0.00355 0.00372 0.00173 0.00035 0.00114 0.00355 0.00372 0.00173 0.00035 0.00023 0.02 0.58 0.61 0.04 0.01 1.26 0.08 1.34 24 583693.7 4138903.84 1.5 0.00107 0.00333 0.00395 0.00194 0.0004 0.00107 0.00333 0.00395 0.00194 0.0004 0.0002 0.01 0.55 0.65 0.05 0.01 1.27 0.07 1.34 338 583689.07 4138767.18 1.5 0.00113 0.00351 0.00363 0.00167 0.00034 0.00113 0.00351 0.00363 0.00167 0.00034 0.00023 0.02 0.58 0.60 0.04 0.01 1.24 0.08 1.32 58 583687.12 4138934.45 1.5 0.00109 0.00339 0.00373 0.00177 0.00036 0.00109 0.00339 0.00373 0.00177 0.00036 0.00022 0.01 0.56 0.61 0.05 0.01 1.24 0.08 1.3240 583690.41 4138919.14 1.5 0.00107 0.00334 0.00378 0.00182 0.00037 0.00107 0.00334 0.00378 0.00182 0.00037 0.00021 0.01 0.55 0.62 0.05 0.01 1.24 0.07 1.31 7 583692.61 4138894 1.5 0.00103 0.0032 0.00386 0.0019 0.00039 0.00103 0.0032 0.00386 0.0019 0.00039 0.00019 0.01 0.53 0.63 0.05 0.01 1.23 0.07 1.30 320 583687.91 4138803.15 1.5 0.00105 0.00326 0.00361 0.00172 0.00035 0.00105 0.00326 0.00361 0.00172 0.00035 0.0002 0.01 0.54 0.59 0.04 0.01 1.20 0.07 1.27 23 583689.32 4138909.31 1.5 0.00102 0.00318 0.00366 0.00177 0.00036 0.00102 0.00318 0.00366 0.00177 0.00036 0.0002 0.01 0.52 0.60 0.05 0.01 1.19 0.07 1.26 326 583686.7 4138793.32 1.5 0.00104 0.00326 0.00354 0.00167 0.00034 0.00104 0.00326 0.00354 0.00167 0.00034 0.00021 0.01 0.54 0.58 0.04 0.01 1.18 0.07 1.26 39 583686.03 4138924.61 1.5 0.00103 0.00321 0.00355 0.00169 0.00034 0.00103 0.00321 0.00355 0.00169 0.00034 0.00021 0.01 0.53 0.58 0.04 0.01 1.18 0.07 1.25 279 583688.91 4138834.89 1.5 0.00099 0.00309 0.00367 0.0018 0.00037 0.00099 0.00309 0.00367 0.0018 0.00037 0.00019 0.01 0.51 0.60 0.05 0.01 1.18 0.07 1.25 333 583684.76 4138772.7 1.5 0.00104 0.00326 0.00341 0.00158 0.00032 0.00104 0.00326 0.00341 0.00158 0.00032 0.00022 0.01 0.54 0.56 0.04 0.01 1.16 0.08 1.24 6 583688.23 4138899.47 1.5 0.00098 0.00305 0.00356 0.00173 0.00035 0.00098 0.00305 0.00356 0.00173 0.00035 0.00019 0.01 0.50 0.58 0.04 0.01 1.15 0.07 1.22 22 583684.95 4138914.77 1.5 0.00098 0.00305 0.00342 0.00163 0.00033 0.00098 0.00305 0.00342 0.00163 0.00033 0.00019 0.01 0.50 0.56 0.04 0.01 1.13 0.07 1.19 38 583681.66 4138930.07 1.5 0.00099 0.00309 0.00336 0.00159 0.00032 0.00099 0.00309 0.00336 0.00159 0.00032 0.0002 0.01 0.51 0.55 0.04 0.01 1.12 0.07 1.19 321 583682.4 4138798.84 1.5 0.00096 0.003 0.0033 0.00156 0.00032 0.00096 0.003 0.0033 0.00156 0.00032 0.0002 0.01 0.49 0.54 0.04 0.01 1.10 0.07 1.17327 583681.19 4138789.01 1.5 0.00096 0.003 0.00324 0.00152 0.00031 0.00096 0.003 0.00324 0.00152 0.00031 0.0002 0.01 0.49 0.53 0.04 0.01 1.09 0.07 1.16 5 583683.86 4138904.93 1.5 0.00094 0.00292 0.00331 0.00159 0.00032 0.00094 0.00292 0.00331 0.00159 0.00032 0.00019 0.01 0.48 0.54 0.04 0.01 1.09 0.07 1.15 37 583677.28 4138935.54 1.5 0.00095 0.00298 0.00321 0.00151 0.00031 0.00095 0.00298 0.00321 0.00151 0.00031 0.0002 0.01 0.49 0.53 0.04 0.01 1.08 0.07 1.15 314 583682.62 4138820.66 1.5 0.00092 0.00287 0.0033 0.00159 0.00033 0.00092 0.00287 0.0033 0.00159 0.00033 0.00019 0.01 0.47 0.54 0.04 0.01 1.08 0.07 1.14 21 583680.57 4138920.23 1.5 0.00094 0.00294 0.00322 0.00152 0.00031 0.00094 0.00294 0.00322 0.00152 0.00031 0.00019 0.01 0.48 0.53 0.04 0.01 1.07 0.07 1.14 304 583682.45 4138847.98 1.5 0.00087 0.00272 0.00326 0.0016 0.00033 0.00087 0.00272 0.00326 0.0016 0.00033 0.00018 0.01 0.45 0.54 0.04 0.01 1.04 0.06 1.11 4 583679.48 4138910.39 1.5 0.0009 0.0028 0.0031 0.00148 0.0003 0.0009 0.0028 0.0031 0.00148 0.0003 0.00018 0.01 0.46 0.51 0.04 0.01 1.03 0.06 1.09 20 583676.19 4138925.7 1.5 0.00091 0.00283 0.00305 0.00143 0.00029 0.00091 0.00283 0.00305 0.00143 0.00029 0.00019 0.01 0.46 0.50 0.04 0.01 1.02 0.07 1.09 322 583676.88 4138794.53 1.5 0.00089 0.00277 0.00303 0.00143 0.00029 0.00089 0.00277 0.00303 0.00143 0.00029 0.00019 0.01 0.45 0.50 0.04 0.01 1.01 0.07 1.08 328 583675.67 4138784.71 1.5 0.00089 0.00277 0.00297 0.00139 0.00028 0.00089 0.00277 0.00297 0.00139 0.00028 0.0002 0.01 0.45 0.49 0.04 0.01 1.00 0.07 1.07 309 583678.31 4138826.18 1.5 0.00085 0.00265 0.00307 0.00149 0.0003 0.00085 0.00265 0.00307 0.00149 0.0003 0.00018 0.01 0.44 0.50 0.04 0.01 1.00 0.06 1.06 315 583677.1 4138816.36 1.5 0.00085 0.00265 0.00302 0.00145 0.0003 0.00085 0.00265 0.00302 0.00145 0.0003 0.00018 0.01 0.44 0.50 0.04 0.01 0.99 0.06 1.05 19 583671.82 4138931.16 1.5 0.00087 0.00273 0.00291 0.00136 0.00028 0.00087 0.00273 0.00291 0.00136 0.00028 0.00019 0.01 0.45 0.48 0.04 0.01 0.98 0.07 1.05 3 583675.11 4138915.86 1.5 0.00087 0.0027 0.00293 0.00138 0.00028 0.00087 0.0027 0.00293 0.00138 0.00028 0.00018 0.01 0.44 0.48 0.04 0.01 0.98 0.06 1.04 299 583678.14 4138853.5 1.5 0.00081 0.00254 0.00302 0.00148 0.0003 0.00081 0.00254 0.00302 0.00148 0.0003 0.00017 0.01 0.42 0.50 0.04 0.01 0.97 0.06 1.03 305 583676.93 4138843.67 1.5 0.00081 0.00252 0.00297 0.00145 0.0003 0.00081 0.00252 0.00297 0.00145 0.0003 0.00017 0.01 0.41 0.49 0.04 0.01 0.96 0.06 1.02 2 583670.73 4138921.32 1.5 0.00083 0.0026 0.00278 0.0013 0.00026 0.00083 0.0026 0.00278 0.0013 0.00026 0.00018 0.01 0.43 0.46 0.03 0.01 0.94 0.06 1.00 323 583671.36 4138790.22 1.5 0.00082 0.00257 0.00278 0.00131 0.00027 0.00082 0.00257 0.00278 0.00131 0.00027 0.00019 0.01 0.42 0.46 0.03 0.01 0.93 0.07 1.00 310 583672.79 4138821.87 1.5 0.00079 0.00246 0.00281 0.00136 0.00028 0.00079 0.00246 0.00281 0.00136 0.00028 0.00017 0.01 0.40 0.46 0.04 0.01 0.92 0.06 0.98 316 583671.59 4138812.05 1.5 0.00079 0.00246 0.00277 0.00133 0.00027 0.00079 0.00246 0.00277 0.00133 0.00027 0.00018 0.01 0.40 0.45 0.03 0.01 0.91 0.06 0.97 1 583666.35 4138926.78 1.5 0.00081 0.00252 0.00266 0.00124 0.00025 0.00081 0.00252 0.00266 0.00124 0.00025 0.00018 0.01 0.41 0.44 0.03 0.01 0.90 0.06 0.96 300 583672.62 4138849.19 1.5 0.00076 0.00236 0.00276 0.00134 0.00027 0.00076 0.00236 0.00276 0.00134 0.00027 0.00017 0.01 0.39 0.45 0.03 0.01 0.89 0.06 0.95 306 583671.41 4138839.36 1.5 0.00075 0.00234 0.00272 0.00132 0.00027 0.00075 0.00234 0.00272 0.00132 0.00027 0.00017 0.01 0.38 0.45 0.03 0.01 0.88 0.06 0.94 311 583667.28 4138817.56 1.5 0.00073 0.00228 0.00259 0.00124 0.00025 0.00073 0.00228 0.00259 0.00124 0.00025 0.00017 0.01 0.37 0.43 0.03 0.01 0.85 0.06 0.91 317 583666.07 4138807.74 1.5 0.00073 0.00229 0.00255 0.00122 0.00025 0.00073 0.00229 0.00255 0.00122 0.00025 0.00017 0.01 0.38 0.42 0.03 0.01 0.84 0.06 0.90 301 583667.11 4138844.88 1.5 0.0007 0.00219 0.00254 0.00123 0.00025 0.0007 0.00219 0.00254 0.00123 0.00025 0.00016 0.01 0.36 0.42 0.03 0.01 0.82 0.06 0.88 307 583665.9 4138835.06 1.5 0.0007 0.00218 0.00251 0.00121 0.00025 0.0007 0.00218 0.00251 0.00121 0.00025 0.00016 0.01 0.36 0.41 0.03 0.01 0.82 0.06 0.87 312 583661.76 4138813.26 1.5 0.00068 0.00213 0.00239 0.00114 0.00023 0.00068 0.00213 0.00239 0.00114 0.00023 0.00016 0.01 0.35 0.39 0.03 0.01 0.79 0.06 0.84 318 583660.55 4138803.43 1.5 0.00068 0.00213 0.00236 0.00112 0.00023 0.00068 0.00213 0.00236 0.00112 0.00023 0.00017 0.01 0.35 0.39 0.03 0.01 0.78 0.06 0.84 302 583661.59 4138840.57 1.5 0.00066 0.00205 0.00234 0.00113 0.00023 0.00066 0.00205 0.00234 0.00113 0.00023 0.00016 0.01 0.34 0.38 0.03 0.01 0.77 0.06 0.82 308 583660.38 4138830.75 1.5 0.00065 0.00203 0.00231 0.00111 0.00023 0.00065 0.00203 0.00231 0.00111 0.00023 0.00016 0.01 0.33 0.38 0.03 0.01 0.76 0.06 0.81 313 583656.24 4138808.95 1.5 0.00064 0.00199 0.00221 0.00105 0.00021 0.00064 0.00199 0.00221 0.00105 0.00021 0.00016 0.01 0.33 0.36 0.03 0.01 0.73 0.06 0.79 303 583656.07 4138836.27 1.5 0.00061 0.00191 0.00217 0.00104 0.00021 0.00061 0.00191 0.00217 0.00104 0.00021 0.00015 0.01 0.31 0.36 0.03 0.01 0.71 0.05 0.76 361 583655.45 4138826.91 1.5 0.00061 0.00192 0.00216 0.00104 0.00021 0.00061 0.00192 0.00216 0.00104 0.00021 0.00015 0.01 0.32 0.35 0.03 0.01 0.71 0.05 0.76 359 583651.14 4138832.43 1.5 0.00058 0.00181 0.00203 0.00097 0.0002 0.00058 0.00181 0.00203 0.00097 0.0002 0.00015 0.01 0.30 0.33 0.03 0.01 0.67 0.05 0.72 362 583649.93 4138822.61 1.5 0.00058 0.0018 0.00201 0.00096 0.0002 0.00058 0.0018 0.00201 0.00096 0.0002 0.00015 0.01 0.30 0.33 0.02 0.01 0.66 0.05 0.72 360 583645.62 4138828.12 1.5 0.00054 0.0017 0.00189 0.0009 0.00018 0.00054 0.0017 0.00189 0.0009 0.00018 0.00015 0.01 0.28 0.31 0.02 0.00 0.62 0.05 0.68 Receptor 2025 2026 2027 2028 2029 Annual 2025 2026 2027 2028 2029 Maximum Annual Annual No. UTM‐X UTM‐Y Flagpole 2025 2026 2027 2028 2029 Generators Max Con GEN Max (m) (m) (m) Height (m) TPM TPM TPM TPM TPM TPM ug/m3 ug/m3 ug/m3 ug/m3 ug/m3 ug/m3 ug/m3 ug/m3 264 583812.24 4138835.29 1.5 0.0418 0.50458 0.23813 0.03529 0.00612 0.0418 0.50458 0.23813 0.03529 0.00612 0.00163 0.04 0.50 0.24 0.04 0.01 0.50 0.00 0.50 265 583816.63 4138829.83 1.5 0.04113 0.49135 0.25295 0.03754 0.00655 0.04113 0.49135 0.25295 0.03754 0.00655 0.00174 0.04 0.49 0.25 0.04 0.01 0.49 0.00 0.49 266 583821.02 4138824.38 1.5 0.04001 0.47368 0.26825 0.03998 0.00702 0.04001 0.47368 0.26825 0.03998 0.00702 0.00181 0.04 0.47 0.27 0.04 0.01 0.47 0.00 0.47 138 583797.58 4138852.51 1.5 0.03733 0.46722 0.19926 0.03019 0.00523 0.03733 0.46722 0.19926 0.03019 0.00523 0.00103 0.04 0.47 0.20 0.03 0.01 0.47 0.00 0.47 267 583825.41 4138818.93 1.5 0.03862 0.45384 0.28341 0.04249 0.00751 0.03862 0.45384 0.28341 0.04249 0.00751 0.00185 0.04 0.45 0.28 0.04 0.01 0.45 0.00 0.45 268 583829.8 4138813.48 1.5 0.0371 0.43345 0.29806 0.04498 0.008 0.0371 0.43345 0.29806 0.04498 0.008 0.00187 0.04 0.43 0.30 0.04 0.01 0.43 0.00 0.43 137 583793.2 4138857.98 1.5 0.03426 0.43339 0.19375 0.02966 0.00518 0.03426 0.43339 0.19375 0.02966 0.00518 0.00084 0.03 0.43 0.19 0.03 0.01 0.43 0.00 0.43 269 583834.19 4138808.03 1.5 0.03558 0.41355 0.31198 0.04739 0.00848 0.03558 0.41355 0.31198 0.04739 0.00848 0.00188 0.04 0.41 0.31 0.05 0.01 0.41 0.00 0.41 246 583806.79 4138830.9 1.5 0.03409 0.40499 0.19543 0.02975 0.0052 0.03409 0.40499 0.19543 0.02975 0.0052 0.00139 0.03 0.40 0.20 0.03 0.01 0.40 0.00 0.40 247 583811.18 4138825.44 1.5 0.03426 0.40446 0.20616 0.03142 0.00551 0.03426 0.40446 0.20616 0.03142 0.00551 0.00151 0.03 0.40 0.21 0.03 0.01 0.40 0.00 0.40 248 583815.57 4138819.99 1.5 0.03399 0.39896 0.21764 0.03327 0.00587 0.03399 0.39896 0.21764 0.03327 0.00587 0.00161 0.03 0.40 0.22 0.03 0.01 0.40 0.00 0.40 278 583878.1 4138753.5 1.5 0.02549 0.28974 0.398 0.06291 0.01154 0.02549 0.28974 0.398 0.06291 0.01154 0.00266 0.03 0.29 0.40 0.06 0.01 0.40 0.00 0.40 270 583838.59 4138802.57 1.5 0.0341 0.39469 0.32505 0.04968 0.00893 0.0341 0.39469 0.32505 0.04968 0.00893 0.00189 0.03 0.39 0.33 0.05 0.01 0.39 0.00 0.39 277 583873.71 4138758.95 1.5 0.02607 0.29655 0.39433 0.06218 0.0114 0.02607 0.29655 0.39433 0.06218 0.0114 0.0026 0.03 0.30 0.39 0.06 0.01 0.39 0.00 0.39 136 583788.83 4138863.44 1.5 0.03056 0.39035 0.18997 0.02937 0.00517 0.03056 0.39035 0.18997 0.02937 0.00517 0.00069 0.03 0.39 0.19 0.03 0.01 0.39 0.00 0.39 249 583819.96 4138814.54 1.5 0.03339 0.39 0.22946 0.03524 0.00624 0.03339 0.39 0.22946 0.03524 0.00624 0.00168 0.03 0.39 0.23 0.04 0.01 0.39 0.00 0.39 276 583869.32 4138764.41 1.5 0.02672 0.3043 0.3893 0.06124 0.01121 0.02672 0.3043 0.3893 0.06124 0.01121 0.00249 0.03 0.30 0.39 0.06 0.01 0.39 0.00 0.39 275 583864.93 4138769.86 1.5 0.02745 0.31307 0.38308 0.06009 0.01098 0.02745 0.31307 0.38308 0.06009 0.01098 0.00236 0.03 0.31 0.38 0.06 0.01 0.38 0.00 0.38 250 583824.35 4138809.09 1.5 0.03259 0.37893 0.24129 0.03725 0.00663 0.03259 0.37893 0.24129 0.03725 0.00663 0.00172 0.03 0.38 0.24 0.04 0.01 0.38 0.00 0.38 271 583842.98 4138797.12 1.5 0.03271 0.37728 0.33714 0.05182 0.00935 0.03271 0.37728 0.33714 0.05182 0.00935 0.00191 0.03 0.38 0.34 0.05 0.01 0.38 0.00 0.38 274 583860.54 4138775.31 1.5 0.02828 0.32304 0.37582 0.05877 0.01072 0.02828 0.32304 0.37582 0.05877 0.01072 0.00222 0.03 0.32 0.38 0.06 0.01 0.38 0.00 0.38 273 583856.15 4138780.76 1.5 0.02921 0.33434 0.36759 0.05728 0.01043 0.02921 0.33434 0.36759 0.05728 0.01043 0.00209 0.03 0.33 0.37 0.06 0.01 0.37 0.00 0.37 251 583828.74 4138803.64 1.5 0.03166 0.36679 0.25288 0.03925 0.00702 0.03166 0.36679 0.25288 0.03925 0.00702 0.00176 0.03 0.37 0.25 0.04 0.01 0.37 0.00 0.37 272 583847.37 4138791.67 1.5 0.03143 0.36141 0.34828 0.05381 0.00974 0.03143 0.36141 0.34828 0.05381 0.00974 0.00194 0.03 0.36 0.35 0.05 0.01 0.36 0.00 0.36 252 583833.13 4138798.18 1.5 0.03068 0.35427 0.26402 0.04119 0.0074 0.03068 0.35427 0.26402 0.04119 0.0074 0.00178 0.03 0.35 0.26 0.04 0.01 0.35 0.00 0.35 119 583792.12 4138848.14 1.5 0.02869 0.3474 0.16702 0.02581 0.00453 0.02869 0.3474 0.16702 0.02581 0.00453 0.00086 0.03 0.35 0.17 0.03 0.00 0.35 0.00 0.35 253 583837.52 4138792.73 1.5 0.02969 0.34199 0.27465 0.04307 0.00777 0.02969 0.34199 0.27465 0.04307 0.00777 0.00181 0.03 0.34 0.27 0.04 0.01 0.34 0.00 0.34 135 583784.45 4138868.91 1.5 0.02649 0.34149 0.18694 0.02915 0.00517 0.02649 0.34149 0.18694 0.02915 0.00517 0.00058 0.03 0.34 0.19 0.03 0.01 0.34 0.00 0.34 263 583881.42 4138738.21 1.5 0.02292 0.26026 0.33698 0.05438 0.01 0.02292 0.26026 0.33698 0.05438 0.01 0.00251 0.02 0.26 0.34 0.05 0.01 0.34 0.00 0.34 262 583877.03 4138743.66 1.5 0.02334 0.26523 0.3362 0.05415 0.00995 0.02334 0.26523 0.3362 0.05415 0.00995 0.00249 0.02 0.27 0.34 0.05 0.01 0.34 0.00 0.34 261 583872.64 4138749.11 1.5 0.02381 0.27074 0.33344 0.0536 0.00984 0.02381 0.27074 0.33344 0.0536 0.00984 0.00244 0.02 0.27 0.33 0.05 0.01 0.33 0.00 0.33 254 583841.91 4138787.28 1.5 0.02874 0.33024 0.28467 0.04484 0.00812 0.02874 0.33024 0.28467 0.04484 0.00812 0.00184 0.03 0.33 0.28 0.04 0.01 0.33 0.00 0.33 233 583805.73 4138821.05 1.5 0.02829 0.3302 0.17137 0.02659 0.00469 0.02829 0.3302 0.17137 0.02659 0.00469 0.0013 0.03 0.33 0.17 0.03 0.00 0.33 0.00 0.33 260 583868.25 4138754.56 1.5 0.02433 0.27686 0.32921 0.05282 0.00969 0.02433 0.27686 0.32921 0.05282 0.00969 0.00236 0.02 0.28 0.33 0.05 0.01 0.33 0.00 0.33 259 583863.86 4138760.02 1.5 0.0249 0.2837 0.3239 0.05185 0.00949 0.0249 0.2837 0.3239 0.05185 0.00949 0.00226 0.02 0.28 0.32 0.05 0.01 0.32 0.00 0.32 232 583801.34 4138826.51 1.5 0.02765 0.32385 0.1632 0.02531 0.00445 0.02765 0.32385 0.1632 0.02531 0.00445 0.00118 0.03 0.32 0.16 0.03 0.00 0.32 0.00 0.32 255 583846.3 4138781.83 1.5 0.02785 0.31922 0.29401 0.0465 0.00844 0.02785 0.31922 0.29401 0.0465 0.00844 0.00189 0.03 0.32 0.29 0.05 0.01 0.32 0.00 0.32 258 583859.47 4138765.47 1.5 0.02554 0.29129 0.31761 0.05072 0.00927 0.02554 0.29129 0.31761 0.05072 0.00927 0.00215 0.03 0.29 0.32 0.05 0.01 0.32 0.00 0.32 118 583787.74 4138853.6 1.5 0.02601 0.31688 0.16201 0.02524 0.00446 0.02601 0.31688 0.16201 0.02524 0.00446 0.00072 0.03 0.32 0.16 0.03 0.00 0.32 0.00 0.32 234 583827.68 4138793.79 1.5 0.02727 0.31408 0.21807 0.03447 0.00619 0.02727 0.31408 0.21807 0.03447 0.00619 0.00165 0.03 0.31 0.22 0.03 0.01 0.31 0.00 0.31 231 583796.95 4138831.96 1.5 0.02659 0.31249 0.15582 0.02419 0.00426 0.02659 0.31249 0.15582 0.02419 0.00426 0.00104 0.03 0.31 0.16 0.02 0.00 0.31 0.00 0.31 257 583855.08 4138770.92 1.5 0.02624 0.29971 0.3105 0.04944 0.00902 0.02624 0.29971 0.3105 0.04944 0.00902 0.00204 0.03 0.30 0.31 0.05 0.01 0.31 0.00 0.31 256 583850.69 4138776.37 1.5 0.02701 0.30901 0.3026 0.04803 0.00874 0.02701 0.30901 0.3026 0.04803 0.00874 0.00196 0.03 0.31 0.30 0.05 0.01 0.31 0.00 0.31 235 583832.07 4138788.34 1.5 0.02667 0.30648 0.22726 0.03608 0.00651 0.02667 0.30648 0.22726 0.03608 0.00651 0.00169 0.03 0.31 0.23 0.04 0.01 0.31 0.00 0.31 236 583836.46 4138782.89 1.5 0.02603 0.29864 0.2361 0.03763 0.00681 0.02603 0.29864 0.2361 0.03763 0.00681 0.00173 0.03 0.30 0.24 0.04 0.01 0.30 0.00 0.30 237 583840.85 4138777.44 1.5 0.0254 0.29087 0.24451 0.03912 0.0071 0.0254 0.29087 0.24451 0.03912 0.0071 0.00177 0.03 0.29 0.24 0.04 0.01 0.29 0.00 0.29 134 583780.08 4138874.37 1.5 0.02233 0.29023 0.18389 0.02886 0.00517 0.02233 0.29023 0.18389 0.02886 0.00517 0.0005 0.02 0.29 0.18 0.03 0.01 0.29 0.00 0.29245 583875.97 4138733.82 1.5 0.0214 0.24308 0.28778 0.04686 0.00861 0.0214 0.24308 0.28778 0.04686 0.00861 0.00232 0.02 0.24 0.29 0.05 0.01 0.29 0.00 0.29 244 583871.58 4138739.27 1.5 0.02178 0.24748 0.28583 0.04648 0.00854 0.02178 0.24748 0.28583 0.04648 0.00854 0.00228 0.02 0.25 0.29 0.05 0.01 0.29 0.00 0.29 238 583845.24 4138771.98 1.5 0.02478 0.28331 0.25238 0.04051 0.00737 0.02478 0.28331 0.25238 0.04051 0.00737 0.00182 0.02 0.28 0.25 0.04 0.01 0.28 0.00 0.28 243 583867.19 4138744.72 1.5 0.02219 0.25229 0.28247 0.04586 0.00841 0.02219 0.25229 0.28247 0.04586 0.00841 0.00222 0.02 0.25 0.28 0.05 0.01 0.28 0.00 0.28 117 583783.36 4138859.07 1.5 0.023 0.28157 0.15775 0.02478 0.00441 0.023 0.28157 0.15775 0.02478 0.00441 0.00061 0.02 0.28 0.16 0.02 0.00 0.28 0.00 0.28 242 583862.8 4138750.17 1.5 0.02263 0.25753 0.27799 0.04506 0.00826 0.02263 0.25753 0.27799 0.04506 0.00826 0.00214 0.02 0.26 0.28 0.05 0.01 0.28 0.00 0.28 239 583849.63 4138766.53 1.5 0.02419 0.27616 0.25975 0.04182 0.00762 0.02419 0.27616 0.25975 0.04182 0.00762 0.00189 0.02 0.28 0.26 0.04 0.01 0.28 0.00 0.28 241 583858.41 4138755.63 1.5 0.02311 0.26327 0.27264 0.0441 0.00807 0.02311 0.26327 0.27264 0.0441 0.00807 0.00206 0.02 0.26 0.27 0.04 0.01 0.27 0.00 0.27 224 583826.62 4138783.95 1.5 0.02373 0.27195 0.19054 0.0305 0.00549 0.02373 0.27195 0.19054 0.0305 0.00549 0.00156 0.02 0.27 0.19 0.03 0.01 0.27 0.00 0.27 240 583854.02 4138761.08 1.5 0.02363 0.26947 0.26652 0.04302 0.00786 0.02363 0.26947 0.26652 0.04302 0.00786 0.00197 0.02 0.27 0.27 0.04 0.01 0.27 0.00 0.27 223 583800.28 4138816.66 1.5 0.02329 0.269 0.14439 0.0227 0.00402 0.02329 0.269 0.14439 0.0227 0.00402 0.00112 0.02 0.27 0.14 0.02 0.00 0.27 0.00 0.27 225 583831.01 4138778.5 1.5 0.02337 0.26756 0.19825 0.03184 0.00575 0.02337 0.26756 0.19825 0.03184 0.00575 0.0016 0.02 0.27 0.20 0.03 0.01 0.27 0.00 0.27 226 583835.4 4138773.05 1.5 0.02298 0.26274 0.20571 0.03315 0.00601 0.02298 0.26274 0.20571 0.03315 0.00601 0.00165 0.02 0.26 0.21 0.03 0.01 0.26 0.00 0.26 100 583786.65 4138843.76 1.5 0.02221 0.26234 0.14026 0.02203 0.0039 0.02221 0.26234 0.14026 0.02203 0.0039 0.00074 0.02 0.26 0.14 0.02 0.00 0.26 0.00 0.26 222 583795.89 4138822.12 1.5 0.02244 0.25951 0.1378 0.02167 0.00384 0.02244 0.25951 0.1378 0.02167 0.00384 0.00101 0.02 0.26 0.14 0.02 0.00 0.26 0.00 0.26 227 583839.79 4138767.59 1.5 0.02256 0.25771 0.21282 0.0344 0.00625 0.02256 0.25771 0.21282 0.0344 0.00625 0.0017 0.02 0.26 0.21 0.03 0.01 0.26 0.00 0.26 230 583870.52 4138729.43 1.5 0.01994 0.22655 0.24772 0.04055 0.00745 0.01994 0.22655 0.24772 0.04055 0.00745 0.00214 0.02 0.23 0.25 0.04 0.01 0.25 0.00 0.25 221 583791.5 4138827.57 1.5 0.0213 0.24657 0.13172 0.02074 0.00368 0.0213 0.24657 0.13172 0.02074 0.00368 0.00089 0.02 0.25 0.13 0.02 0.00 0.25 0.00 0.25 Construction Construction
Unmitigated Project Maximum PM2.5 Concentration
229 583866.13 4138734.88 1.5 0.02026 0.23029 0.24511 0.04008 0.00735 0.02026 0.23029 0.24511 0.04008 0.00735 0.00209 0.02 0.23 0.25 0.04 0.01 0.25 0.00 0.25 116 583778.99 4138864.53 1.5 0.01983 0.2438 0.15363 0.02432 0.00436 0.01983 0.2438 0.15363 0.02432 0.00436 0.00052 0.02 0.24 0.15 0.02 0.00 0.24 0.00 0.24228 583861.74 4138740.33 1.5 0.0206 0.23427 0.24144 0.03943 0.00723 0.0206 0.23427 0.24144 0.03943 0.00723 0.00203 0.02 0.23 0.24 0.04 0.01 0.24 0.00 0.24214 583821.17 4138779.56 1.5 0.02096 0.23943 0.16154 0.02601 0.00468 0.02096 0.23943 0.16154 0.02601 0.00468 0.00142 0.02 0.24 0.16 0.03 0.00 0.24 0.00 0.24133 583775.7 4138879.83 1.5 0.01826 0.23901 0.18009 0.02836 0.00512 0.01826 0.23901 0.18009 0.02836 0.00512 0.00044 0.02 0.24 0.18 0.03 0.01 0.24 0.00 0.24215 583825.56 4138774.11 1.5 0.02083 0.23783 0.16824 0.02717 0.00491 0.02083 0.23783 0.16824 0.02717 0.00491 0.00147 0.02 0.24 0.17 0.03 0.00 0.24 0.00 0.24 99 583782.28 4138849.23 1.5 0.01998 0.23664 0.13545 0.02142 0.00382 0.01998 0.23664 0.13545 0.02142 0.00382 0.00063 0.02 0.24 0.14 0.02 0.00 0.24 0.00 0.24 216 583829.95 4138768.66 1.5 0.02064 0.23554 0.1748 0.02831 0.00512 0.02064 0.23554 0.1748 0.02831 0.00512 0.00152 0.02 0.24 0.17 0.03 0.01 0.24 0.00 0.24217 583834.34 4138763.2 1.5 0.02041 0.23276 0.18116 0.02942 0.00534 0.02041 0.23276 0.18116 0.02942 0.00534 0.00157 0.02 0.23 0.18 0.03 0.01 0.23 0.00 0.23213 583794.83 4138812.27 1.5 0.01919 0.21961 0.12279 0.01951 0.00347 0.01919 0.21961 0.12279 0.01951 0.00347 0.00097 0.02 0.22 0.12 0.02 0.00 0.22 0.00 0.22218 583856.29 4138735.94 1.5 0.01906 0.21669 0.20792 0.03408 0.00624 0.01906 0.21669 0.20792 0.03408 0.00624 0.00186 0.02 0.22 0.21 0.03 0.01 0.22 0.00 0.22220 583865.07 4138725.04 1.5 0.01854 0.21059 0.21466 0.03525 0.00646 0.01854 0.21059 0.21466 0.03525 0.00646 0.00197 0.02 0.21 0.21 0.04 0.01 0.21 0.00 0.21219 583860.68 4138730.49 1.5 0.0188 0.21358 0.21169 0.03473 0.00636 0.0188 0.21358 0.21169 0.03473 0.00636 0.00192 0.02 0.21 0.21 0.03 0.01 0.21 0.00 0.21205 583820.1 4138769.72 1.5 0.01845 0.21008 0.14403 0.02335 0.00421 0.01845 0.21008 0.14403 0.02335 0.00421 0.00134 0.02 0.21 0.14 0.02 0.00 0.21 0.00 0.21206 583824.49 4138764.27 1.5 0.01843 0.20981 0.14981 0.02435 0.0044 0.01843 0.20981 0.14981 0.02435 0.0044 0.00139 0.02 0.21 0.15 0.02 0.00 0.21 0.00 0.21204 583815.71 4138775.17 1.5 0.01841 0.20955 0.13821 0.02235 0.00403 0.01841 0.20955 0.13821 0.02235 0.00403 0.00129 0.02 0.21 0.14 0.02 0.00 0.21 0.00 0.21212 583790.44 4138817.73 1.5 0.01829 0.20916 0.11722 0.01864 0.00332 0.01829 0.20916 0.11722 0.01864 0.00332 0.00087 0.02 0.21 0.12 0.02 0.00 0.21 0.00 0.21207 583828.88 4138758.81 1.5 0.01836 0.2089 0.15546 0.02533 0.00459 0.01836 0.2089 0.15546 0.02533 0.00459 0.00144 0.02 0.21 0.16 0.03 0.00 0.21 0.00 0.21 98 583777.9 4138854.69 1.5 0.01757 0.20847 0.13081 0.02084 0.00373 0.01757 0.20847 0.13081 0.02084 0.00373 0.00055 0.02 0.21 0.13 0.02 0.00 0.21 0.00 0.21 115 583774.61 4138869.99 1.5 0.01667 0.2056 0.1491 0.02376 0.00429 0.01667 0.2056 0.1491 0.02376 0.00429 0.00046 0.02 0.21 0.15 0.02 0.00 0.21 0.00 0.21 86 583781.19 4138839.39 1.5 0.01742 0.20173 0.11806 0.01879 0.00335 0.01742 0.20173 0.11806 0.01879 0.00335 0.00065 0.02 0.20 0.12 0.02 0.00 0.20 0.00 0.20 208 583850.83 4138731.55 1.5 0.01757 0.1996 0.18017 0.0296 0.00541 0.01757 0.1996 0.18017 0.0296 0.00541 0.00171 0.02 0.20 0.18 0.03 0.01 0.20 0.00 0.20209 583855.22 4138726.1 1.5 0.01738 0.19737 0.1839 0.03024 0.00553 0.01738 0.19737 0.1839 0.03024 0.00553 0.00176 0.02 0.20 0.18 0.03 0.01 0.20 0.00 0.20211 583786.05 4138823.18 1.5 0.01718 0.19645 0.11195 0.01783 0.00318 0.01718 0.19645 0.11195 0.01783 0.00318 0.00077 0.02 0.20 0.11 0.02 0.00 0.20 0.00 0.20210 583859.61 4138720.65 1.5 0.01719 0.19515 0.18703 0.03078 0.00564 0.01719 0.19515 0.18703 0.03078 0.00564 0.00181 0.02 0.20 0.19 0.03 0.01 0.20 0.00 0.20132 583771.33 4138885.3 1.5 0.01452 0.19062 0.17501 0.02756 0.00501 0.01452 0.19062 0.17501 0.02756 0.00501 0.00041 0.01 0.19 0.18 0.03 0.01 0.19 0.00 0.19203 583793.76 4138802.43 1.5 0.01663 0.18883 0.11018 0.01766 0.00316 0.01663 0.18883 0.11018 0.01766 0.00316 0.00093 0.02 0.19 0.11 0.02 0.00 0.19 0.00 0.19196 583823.43 4138754.42 1.5 0.01643 0.18657 0.13439 0.02195 0.00398 0.01643 0.18657 0.13439 0.02195 0.00398 0.00132 0.02 0.19 0.13 0.02 0.00 0.19 0.00 0.19195 583819.04 4138759.88 1.5 0.01639 0.18601 0.12937 0.02109 0.00381 0.01639 0.18601 0.12937 0.02109 0.00381 0.00127 0.02 0.19 0.13 0.02 0.00 0.19 0.00 0.19194 583814.65 4138765.33 1.5 0.01629 0.18477 0.12429 0.02022 0.00365 0.01629 0.18477 0.12429 0.02022 0.00365 0.00122 0.02 0.18 0.12 0.02 0.00 0.18 0.00 0.18197 583845.38 4138727.16 1.5 0.01613 0.18313 0.15703 0.02584 0.00472 0.01613 0.18313 0.15703 0.02584 0.00472 0.00157 0.02 0.18 0.16 0.03 0.00 0.18 0.00 0.18193 583810.26 4138770.78 1.5 0.01612 0.18274 0.11921 0.01936 0.00349 0.01612 0.18274 0.11921 0.01936 0.00349 0.00116 0.02 0.18 0.12 0.02 0.00 0.18 0.00 0.18198 583849.77 4138721.71 1.5 0.01601 0.18176 0.16065 0.02646 0.00483 0.01601 0.18176 0.16065 0.02646 0.00483 0.00162 0.02 0.18 0.16 0.03 0.00 0.18 0.00 0.18 85 583776.81 4138844.85 1.5 0.01558 0.18052 0.11329 0.01814 0.00325 0.01558 0.18052 0.11329 0.01814 0.00325 0.00056 0.02 0.18 0.11 0.02 0.00 0.18 0.00 0.18 199 583854.16 4138716.26 1.5 0.01589 0.18028 0.16379 0.02699 0.00494 0.01589 0.18028 0.16379 0.02699 0.00494 0.00167 0.02 0.18 0.16 0.03 0.00 0.18 0.00 0.18 202 583789.37 4138807.88 1.5 0.01588 0.18014 0.10509 0.01685 0.00301 0.01588 0.18014 0.10509 0.01685 0.00301 0.00085 0.02 0.18 0.11 0.02 0.00 0.18 0.00 0.18 97 583773.52 4138860.15 1.5 0.01512 0.17953 0.12604 0.02022 0.00365 0.01512 0.17953 0.12604 0.02022 0.00365 0.00048 0.02 0.18 0.13 0.02 0.00 0.18 0.00 0.18 192 583801.48 4138781.69 1.5 0.01554 0.17587 0.10917 0.01767 0.00317 0.01554 0.17587 0.10917 0.01767 0.00317 0.00104 0.02 0.18 0.11 0.02 0.00 0.18 0.00 0.18191 583797.09 4138787.14 1.5 0.01511 0.17082 0.10428 0.01685 0.00302 0.01511 0.17082 0.10428 0.01685 0.00302 0.00097 0.02 0.17 0.10 0.02 0.00 0.17 0.00 0.17201 583784.98 4138813.34 1.5 0.015 0.16991 0.10022 0.01608 0.00288 0.015 0.16991 0.10022 0.01608 0.00288 0.00076 0.02 0.17 0.10 0.02 0.00 0.17 0.00 0.17114 583770.24 4138875.46 1.5 0.01369 0.16915 0.14376 0.02301 0.00418 0.01369 0.16915 0.14376 0.02301 0.00418 0.00041 0.01 0.17 0.14 0.02 0.00 0.17 0.00 0.17181 583831.15 4138733.68 1.5 0.01482 0.16793 0.12983 0.02135 0.00388 0.01482 0.16793 0.12983 0.02135 0.00388 0.00135 0.01 0.17 0.13 0.02 0.00 0.17 0.00 0.17182 583835.54 4138728.22 1.5 0.0148 0.1678 0.13381 0.02203 0.00401 0.0148 0.1678 0.13381 0.02203 0.00401 0.0014 0.01 0.17 0.13 0.02 0.00 0.17 0.00 0.17131 583766.95 4138890.76 1.5 0.01128 0.1476 0.16778 0.02633 0.00481 0.01128 0.1476 0.16778 0.02633 0.00481 0.00038 0.01 0.15 0.17 0.03 0.00 0.17 0.00 0.17180 583826.76 4138739.13 1.5 0.0148 0.16771 0.12565 0.02063 0.00375 0.0148 0.16771 0.12565 0.02063 0.00375 0.00131 0.01 0.17 0.13 0.02 0.00 0.17 0.00 0.17183 583839.93 4138722.77 1.5 0.01477 0.16741 0.13756 0.02266 0.00413 0.01477 0.16741 0.13756 0.02266 0.00413 0.00145 0.01 0.17 0.14 0.02 0.00 0.17 0.00 0.17179 583822.37 4138744.58 1.5 0.01475 0.16709 0.12133 0.0199 0.00361 0.01475 0.16709 0.12133 0.0199 0.00361 0.00126 0.01 0.17 0.12 0.02 0.00 0.17 0.00 0.17184 583844.32 4138717.32 1.5 0.01471 0.1668 0.141 0.02325 0.00424 0.01471 0.1668 0.141 0.02325 0.00424 0.00149 0.01 0.17 0.14 0.02 0.00 0.17 0.00 0.17185 583848.71 4138711.87 1.5 0.01464 0.16602 0.14408 0.02376 0.00434 0.01464 0.16602 0.14408 0.02376 0.00434 0.00154 0.01 0.17 0.14 0.02 0.00 0.17 0.00 0.17178 583817.98 4138750.03 1.5 0.01466 0.16599 0.11691 0.01914 0.00347 0.01466 0.16599 0.11691 0.01914 0.00347 0.00121 0.01 0.17 0.12 0.02 0.00 0.17 0.00 0.17190 583792.7 4138792.59 1.5 0.01459 0.16463 0.09952 0.01607 0.00288 0.01459 0.16463 0.09952 0.01607 0.00288 0.00089 0.01 0.16 0.10 0.02 0.00 0.16 0.00 0.16177 583813.59 4138755.49 1.5 0.01453 0.16435 0.11245 0.01838 0.00332 0.01453 0.16435 0.11245 0.01838 0.00332 0.00116 0.01 0.16 0.11 0.02 0.00 0.16 0.00 0.16176 583809.2 4138760.94 1.5 0.01434 0.16206 0.10796 0.01762 0.00318 0.01434 0.16206 0.10796 0.01762 0.00318 0.00111 0.01 0.16 0.11 0.02 0.00 0.16 0.00 0.16175 583804.81 4138766.39 1.5 0.01409 0.15905 0.10349 0.01687 0.00304 0.01409 0.15905 0.10349 0.01687 0.00304 0.00105 0.01 0.16 0.10 0.02 0.00 0.16 0.00 0.16 84 583772.44 4138850.32 1.5 0.01368 0.15845 0.10858 0.01751 0.00316 0.01368 0.15845 0.10858 0.01751 0.00316 0.0005 0.01 0.16 0.11 0.02 0.00 0.16 0.00 0.16 200 583780.59 4138818.79 1.5 0.01399 0.15825 0.09553 0.01537 0.00275 0.01399 0.15825 0.09553 0.01537 0.00275 0.00068 0.01 0.16 0.10 0.02 0.00 0.16 0.00 0.16 76 583775.72 4138835.01 1.5 0.01385 0.15791 0.09958 0.01603 0.00288 0.01385 0.15791 0.09958 0.01603 0.00288 0.00058 0.01 0.16 0.10 0.02 0.00 0.16 0.00 0.16 130 583762.57 4138896.23 1.5 0.00871 0.1125 0.1579 0.02461 0.00451 0.00871 0.1125 0.1579 0.02461 0.00451 0.00037 0.01 0.11 0.16 0.02 0.00 0.16 0.00 0.16189 583788.31 4138798.04 1.5 0.01396 0.15728 0.09489 0.01532 0.00275 0.01396 0.15728 0.09489 0.01532 0.00275 0.00082 0.01 0.16 0.09 0.02 0.00 0.16 0.00 0.16174 583800.42 4138771.84 1.5 0.01377 0.15526 0.09905 0.01612 0.0029 0.01377 0.15526 0.09905 0.01612 0.0029 0.00099 0.01 0.16 0.10 0.02 0.00 0.16 0.00 0.16165 583838.87 4138712.93 1.5 0.01348 0.15259 0.12428 0.02051 0.00374 0.01348 0.15259 0.12428 0.02051 0.00374 0.00138 0.01 0.15 0.12 0.02 0.00 0.15 0.00 0.15164 583834.48 4138718.38 1.5 0.01348 0.15253 0.12104 0.01996 0.00364 0.01348 0.15253 0.12104 0.01996 0.00364 0.00133 0.01 0.15 0.12 0.02 0.00 0.15 0.00 0.15166 583843.26 4138707.48 1.5 0.01346 0.15243 0.12724 0.02101 0.00383 0.01346 0.15243 0.12724 0.02101 0.00383 0.00142 0.01 0.15 0.13 0.02 0.00 0.15 0.00 0.15163 583830.09 4138723.83 1.5 0.01345 0.1522 0.11757 0.01938 0.00352 0.01345 0.1522 0.11757 0.01938 0.00352 0.00129 0.01 0.15 0.12 0.02 0.00 0.15 0.00 0.15162 583825.7 4138729.29 1.5 0.0134 0.15159 0.11392 0.01876 0.00341 0.0134 0.15159 0.11392 0.01876 0.00341 0.00125 0.01 0.15 0.11 0.02 0.00 0.15 0.00 0.15 96 583769.15 4138865.62 1.5 0.01274 0.15139 0.12086 0.01952 0.00354 0.01274 0.15139 0.12086 0.01952 0.00354 0.00043 0.01 0.15 0.12 0.02 0.00 0.15 0.00 0.15 173 583796.03 4138777.3 1.5 0.01339 0.15067 0.09469 0.0154 0.00277 0.01339 0.15067 0.09469 0.0154 0.00277 0.00093 0.01 0.15 0.09 0.02 0.00 0.15 0.00 0.15161 583821.31 4138734.74 1.5 0.01332 0.15059 0.11012 0.01811 0.00329 0.01332 0.15059 0.11012 0.01811 0.00329 0.0012 0.01 0.15 0.11 0.02 0.00 0.15 0.00 0.15 160 583816.92 4138740.19 1.5 0.01321 0.14918 0.10622 0.01745 0.00316 0.01321 0.14918 0.10622 0.01745 0.00316 0.00116 0.01 0.15 0.11 0.02 0.00 0.15 0.00 0.15188 583783.92 4138803.49 1.5 0.01323 0.14883 0.09041 0.01461 0.00262 0.01323 0.14883 0.09041 0.01461 0.00262 0.00075 0.01 0.15 0.09 0.01 0.00 0.15 0.00 0.15159 583812.53 4138745.64 1.5 0.01306 0.14731 0.10227 0.01678 0.00304 0.01306 0.14731 0.10227 0.01678 0.00304 0.00111 0.01 0.15 0.10 0.02 0.00 0.15 0.00 0.15172 583791.64 4138782.75 1.5 0.01292 0.14521 0.0904 0.01469 0.00264 0.01292 0.14521 0.0904 0.01469 0.00264 0.00086 0.01 0.15 0.09 0.01 0.00 0.15 0.00 0.15 129 583758.2 4138901.69 1.5 0.00687 0.08676 0.14506 0.02241 0.00411 0.00687 0.08676 0.14506 0.02241 0.00411 0.00036 0.01 0.09 0.15 0.02 0.00 0.15 0.00 0.15 158 583808.14 4138751.1 1.5 0.01286 0.14493 0.09829 0.01611 0.00291 0.01286 0.14493 0.09829 0.01611 0.00291 0.00106 0.01 0.14 0.10 0.02 0.00 0.14 0.00 0.14 157 583803.75 4138756.55 1.5 0.01261 0.14196 0.0943 0.01544 0.00279 0.01261 0.14196 0.0943 0.01544 0.00279 0.001 0.01 0.14 0.09 0.02 0.00 0.14 0.00 0.14 75 583771.35 4138840.48 1.5 0.01236 0.14081 0.09501 0.01538 0.00277 0.01236 0.14081 0.09501 0.01538 0.00277 0.00051 0.01 0.14 0.10 0.02 0.00 0.14 0.00 0.14 150 583837.8 4138703.09 1.5 0.01234 0.13957 0.11277 0.01863 0.0034 0.01234 0.13957 0.11277 0.01863 0.0034 0.00131 0.01 0.14 0.11 0.02 0.00 0.14 0.00 0.14 187 583779.53 4138808.95 1.5 0.01241 0.13938 0.08608 0.01393 0.0025 0.01241 0.13938 0.08608 0.01393 0.0025 0.00068 0.01 0.14 0.09 0.01 0.00 0.14 0.00 0.14 149 583833.41 4138708.54 1.5 0.01231 0.13919 0.10996 0.01816 0.00331 0.01231 0.13919 0.10996 0.01816 0.00331 0.00127 0.01 0.14 0.11 0.02 0.00 0.14 0.00 0.14 171 583787.25 4138788.2 1.5 0.01238 0.1389 0.08621 0.014 0.00252 0.01238 0.1389 0.08621 0.014 0.00252 0.0008 0.01 0.14 0.09 0.01 0.00 0.14 0.00 0.14148 583829.02 4138713.99 1.5 0.01227 0.13857 0.10693 0.01766 0.00321 0.01227 0.13857 0.10693 0.01766 0.00321 0.00123 0.01 0.14 0.11 0.02 0.00 0.14 0.00 0.14 156 583799.36 4138762 1.5 0.01231 0.13839 0.09033 0.01477 0.00266 0.01231 0.13839 0.09033 0.01477 0.00266 0.00095 0.01 0.14 0.09 0.01 0.00 0.14 0.00 0.14 147 583824.63 4138719.44 1.5 0.01219 0.13767 0.10373 0.01712 0.00311 0.01219 0.13767 0.10373 0.01712 0.00311 0.00119 0.01 0.14 0.10 0.02 0.00 0.14 0.00 0.14 113 583765.86 4138880.92 1.5 0.01101 0.13594 0.13711 0.02201 0.00402 0.01101 0.13594 0.13711 0.02201 0.00402 0.00038 0.01 0.14 0.14 0.02 0.00 0.14 0.00 0.14 146 583820.24 4138724.9 1.5 0.0121 0.13646 0.10039 0.01656 0.00301 0.0121 0.13646 0.10039 0.01656 0.00301 0.00115 0.01 0.14 0.10 0.02 0.00 0.14 0.00 0.14 145 583815.85 4138730.35 1.5 0.01197 0.13489 0.09694 0.01597 0.0029 0.01197 0.13489 0.09694 0.01597 0.0029 0.0011 0.01 0.13 0.10 0.02 0.00 0.13 0.00 0.13 155 583794.97 4138767.45 1.5 0.01196 0.13419 0.08641 0.01412 0.00254 0.01196 0.13419 0.08641 0.01412 0.00254 0.00089 0.01 0.13 0.09 0.01 0.00 0.13 0.00 0.13 144 583811.46 4138735.8 1.5 0.01181 0.13292 0.09342 0.01538 0.00279 0.01181 0.13292 0.09342 0.01538 0.00279 0.00106 0.01 0.13 0.09 0.02 0.00 0.13 0.00 0.13 170 583782.86 4138793.65 1.5 0.01178 0.1318 0.08212 0.01334 0.0024 0.01178 0.1318 0.08212 0.01334 0.0024 0.00073 0.01 0.13 0.08 0.01 0.00 0.13 0.00 0.13 143 583807.07 4138741.25 1.5 0.01161 0.13052 0.08987 0.01478 0.00268 0.01161 0.13052 0.08987 0.01478 0.00268 0.00101 0.01 0.13 0.09 0.01 0.00 0.13 0.00 0.13 128 583753.82 4138907.15 1.5 0.00568 0.06988 0.12947 0.01981 0.00364 0.00568 0.06988 0.12947 0.01981 0.00364 0.00035 0.01 0.07 0.13 0.02 0.00 0.13 0.00 0.13 186 583775.14 4138814.4 1.5 0.01152 0.12907 0.08185 0.01328 0.00239 0.01152 0.12907 0.08185 0.01328 0.00239 0.00061 0.01 0.13 0.08 0.01 0.00 0.13 0.00 0.13 112 583761.49 4138886.39 1.5 0.00876 0.10757 0.12899 0.02072 0.0038 0.00876 0.10757 0.12899 0.02072 0.0038 0.00036 0.01 0.11 0.13 0.02 0.00 0.13 0.00 0.13 142 583802.68 4138746.71 1.5 0.01137 0.12768 0.08631 0.01418 0.00256 0.01137 0.12768 0.08631 0.01418 0.00256 0.00096 0.01 0.13 0.09 0.01 0.00 0.13 0.00 0.13 67 583770.26 4138830.64 1.5 0.01118 0.12592 0.08429 0.0137 0.00247 0.01118 0.12592 0.08429 0.0137 0.00247 0.00052 0.01 0.13 0.08 0.01 0.00 0.13 0.00 0.13 95 583764.77 4138871.08 1.5 0.01055 0.12517 0.1149 0.01866 0.00341 0.01055 0.12517 0.1149 0.01866 0.00341 0.00039 0.01 0.13 0.11 0.02 0.00 0.13 0.00 0.13 141 583798.29 4138752.16 1.5 0.01109 0.12434 0.08275 0.01359 0.00245 0.01109 0.12434 0.08275 0.01359 0.00245 0.00091 0.01 0.12 0.08 0.01 0.00 0.12 0.00 0.12 169 583778.47 4138799.1 1.5 0.0111 0.12396 0.07813 0.01271 0.00229 0.0111 0.12396 0.07813 0.01271 0.00229 0.00067 0.01 0.12 0.08 0.01 0.00 0.12 0.00 0.12 74 583766.97 4138845.94 1.5 0.01085 0.12344 0.09036 0.01472 0.00267 0.01085 0.12344 0.09036 0.01472 0.00267 0.00046 0.01 0.12 0.09 0.01 0.00 0.12 0.00 0.12 140 583793.9 4138757.61 1.5 0.01077 0.12052 0.07921 0.013 0.00235 0.01077 0.12052 0.07921 0.013 0.00235 0.00086 0.01 0.12 0.08 0.01 0.00 0.12 0.00 0.12 111 583757.11 4138891.85 1.5 0.00698 0.08487 0.11913 0.01911 0.00352 0.00698 0.08487 0.11913 0.01911 0.00352 0.00034 0.01 0.08 0.12 0.02 0.00 0.12 0.00 0.12 139 583789.51 4138763.06 1.5 0.01041 0.1162 0.07571 0.01242 0.00224 0.01041 0.1162 0.07571 0.01242 0.00224 0.00081 0.01 0.12 0.08 0.01 0.00 0.12 0.00 0.12 168 583774.08 4138804.56 1.5 0.01037 0.11551 0.07423 0.0121 0.00218 0.01037 0.11551 0.07423 0.0121 0.00218 0.00061 0.01 0.12 0.07 0.01 0.00 0.12 0.00 0.12 127 583749.45 4138912.62 1.5 0.00495 0.05968 0.1122 0.01702 0.00312 0.00495 0.05968 0.1122 0.01702 0.00312 0.00034 0.00 0.06 0.11 0.02 0.00 0.11 0.00 0.11 66 583765.88 4138836.1 1.5 0.00997 0.1121 0.07995 0.01307 0.00237 0.00997 0.1121 0.07995 0.01307 0.00237 0.00047 0.01 0.11 0.08 0.01 0.00 0.11 0.00 0.11 154 583777.41 4138789.26 1.5 0.01 0.11121 0.07136 0.01167 0.0021 0.01 0.11121 0.07136 0.01167 0.0021 0.00066 0.01 0.11 0.07 0.01 0.00 0.11 0.00 0.11 94 583760.4 4138876.55 1.5 0.00862 0.10202 0.10808 0.01763 0.00323 0.00862 0.10202 0.10808 0.01763 0.00323 0.00036 0.01 0.10 0.11 0.02 0.00 0.11 0.00 0.11 110 583752.73 4138897.31 1.5 0.00567 0.06812 0.10771 0.01722 0.00318 0.00567 0.06812 0.10771 0.01722 0.00318 0.00033 0.01 0.07 0.11 0.02 0.00 0.11 0.00 0.11 167 583769.69 4138810.01 1.5 0.00958 0.10657 0.07041 0.01151 0.00208 0.00958 0.10657 0.07041 0.01151 0.00208 0.00055 0.01 0.11 0.07 0.01 0.00 0.11 0.00 0.11 153 583773.02 4138794.71 1.5 0.00939 0.10415 0.06778 0.0111 0.002 0.00939 0.10415 0.06778 0.0111 0.002 0.0006 0.01 0.10 0.07 0.01 0.00 0.10 0.00 0.10 57 583764.8 4138826.26 1.5 0.00916 0.10217 0.07163 0.01174 0.00212 0.00916 0.10217 0.07163 0.01174 0.00212 0.00048 0.01 0.10 0.07 0.01 0.00 0.10 0.00 0.10 93 583756.02 4138882.01 1.5 0.007 0.08252 0.10022 0.0164 0.00302 0.007 0.08252 0.10022 0.0164 0.00302 0.00034 0.01 0.08 0.10 0.02 0.00 0.10 0.00 0.10 65 583761.51 4138841.56 1.5 0.00877 0.09847 0.07559 0.01243 0.00226 0.00877 0.09847 0.07559 0.01243 0.00226 0.00042 0.01 0.10 0.08 0.01 0.00 0.10 0.00 0.10 152 583768.63 4138800.17 1.5 0.00874 0.09674 0.06427 0.01055 0.0019 0.00874 0.09674 0.06427 0.01055 0.0019 0.00055 0.01 0.10 0.06 0.01 0.00 0.10 0.00 0.10 109 583748.36 4138902.78 1.5 0.00479 0.05669 0.09519 0.01517 0.0028 0.00479 0.05669 0.09519 0.01517 0.0028 0.00032 0.00 0.06 0.10 0.02 0.00 0.10 0.00 0.10 126 583745.07 4138918.08 1.5 0.00448 0.05332 0.0944 0.01422 0.0026 0.00448 0.05332 0.0944 0.01422 0.0026 0.00034 0.00 0.05 0.09 0.01 0.00 0.09 0.00 0.09 92 583751.65 4138887.47 1.5 0.00572 0.06706 0.09149 0.01499 0.00277 0.00572 0.06706 0.09149 0.01499 0.00277 0.00032 0.01 0.07 0.09 0.01 0.00 0.09 0.00 0.0956 583760.42 4138831.72 1.5 0.00818 0.09102 0.06763 0.01115 0.00202 0.00818 0.09102 0.06763 0.01115 0.00202 0.00043 0.01 0.09 0.07 0.01 0.00 0.09 0.00 0.09 151 583764.24 4138805.62 1.5 0.00806 0.08906 0.06081 0.01001 0.00181 0.00806 0.08906 0.06081 0.01001 0.00181 0.0005 0.01 0.09 0.06 0.01 0.00 0.09 0.00 0.09 64 583757.13 4138847.03 1.5 0.00762 0.08539 0.07111 0.01177 0.00215 0.00762 0.08539 0.07111 0.01177 0.00215 0.00038 0.01 0.09 0.07 0.01 0.00 0.09 0.00 0.09 108 583743.98 4138908.24 1.5 0.0042 0.04923 0.08213 0.01304 0.0024 0.0042 0.04923 0.08213 0.01304 0.0024 0.00032 0.00 0.05 0.08 0.01 0.00 0.08 0.00 0.08 91 583747.27 4138892.94 1.5 0.00477 0.05545 0.08202 0.01344 0.00249 0.00477 0.05545 0.08202 0.01344 0.00249 0.00031 0.00 0.06 0.08 0.01 0.00 0.08 0.00 0.08 55 583756.05 4138837.19 1.5 0.00722 0.0802 0.06363 0.01055 0.00192 0.00722 0.0802 0.06363 0.01055 0.00192 0.00039 0.01 0.08 0.06 0.01 0.00 0.08 0.00 0.08 83 583750.56 4138877.63 1.5 0.00574 0.06581 0.07907 0.01312 0.00242 0.00574 0.06581 0.07907 0.01312 0.00242 0.00032 0.01 0.07 0.08 0.01 0.00 0.08 0.00 0.08 125 583740.69 4138923.54 1.5 0.00415 0.04892 0.07744 0.01164 0.00212 0.00415 0.04892 0.07744 0.01164 0.00212 0.00033 0.00 0.05 0.08 0.01 0.00 0.08 0.00 0.08 36 583754.96 4138827.35 1.5 0.00681 0.0752 0.05755 0.00955 0.00174 0.00681 0.0752 0.05755 0.00955 0.00174 0.0004 0.01 0.08 0.06 0.01 0.00 0.08 0.00 0.08 90 583742.89 4138898.4 1.5 0.00409 0.04722 0.07217 0.01182 0.00219 0.00409 0.04722 0.07217 0.01182 0.00219 0.0003 0.00 0.05 0.07 0.01 0.00 0.07 0.00 0.07 82 583746.18 4138883.1 1.5 0.00479 0.05472 0.07166 0.01193 0.00221 0.00479 0.05472 0.07166 0.01193 0.00221 0.0003 0.00 0.05 0.07 0.01 0.00 0.07 0.00 0.07 54 583751.67 4138842.65 1.5 0.00631 0.06993 0.05956 0.00993 0.00182 0.00631 0.06993 0.05956 0.00993 0.00182 0.00036 0.01 0.07 0.06 0.01 0.00 0.07 0.00 0.07 107 583739.61 4138913.7 1.5 0.00381 0.04433 0.06942 0.011 0.00202 0.00381 0.04433 0.06942 0.011 0.00202 0.00031 0.00 0.04 0.07 0.01 0.00 0.07 0.00 0.07 35 583750.58 4138832.81 1.5 0.00603 0.0665 0.05393 0.009 0.00164 0.00603 0.0665 0.05393 0.009 0.00164 0.00037 0.01 0.07 0.05 0.01 0.00 0.07 0.00 0.07 398 583793.75 4138663.96 1.5 0.00579 0.06415 0.04646 0.00775 0.00141 0.00579 0.06415 0.04646 0.00775 0.00141 0.00073 0.01 0.06 0.05 0.01 0.00 0.06 0.00 0.06 81 583741.81 4138888.56 1.5 0.00406 0.0463 0.06403 0.01068 0.00198 0.00406 0.0463 0.06403 0.01068 0.00198 0.00029 0.00 0.05 0.06 0.01 0.00 0.06 0.00 0.06 73 583745.09 4138873.26 1.5 0.00479 0.05401 0.06341 0.01064 0.00197 0.00479 0.05401 0.06341 0.01064 0.00197 0.0003 0.00 0.05 0.06 0.01 0.00 0.06 0.00 0.06 18 583749.49 4138822.97 1.5 0.00575 0.06309 0.04927 0.00823 0.0015 0.00575 0.06309 0.04927 0.00823 0.0015 0.00037 0.01 0.06 0.05 0.01 0.00 0.06 0.00 0.06 393 583789.44 4138669.47 1.5 0.00565 0.06255 0.04501 0.00752 0.00137 0.00565 0.06255 0.04501 0.00752 0.00137 0.0007 0.01 0.06 0.05 0.01 0.00 0.06 0.00 0.06124 583736.32 4138929.01 1.5 0.00388 0.04549 0.06247 0.00942 0.00171 0.00388 0.04549 0.06247 0.00942 0.00171 0.00033 0.00 0.05 0.06 0.01 0.00 0.06 0.00 0.06 53 583747.29 4138848.12 1.5 0.00546 0.06051 0.05544 0.0093 0.00171 0.00546 0.06051 0.05544 0.0093 0.00171 0.00033 0.01 0.06 0.06 0.01 0.00 0.06 0.00 0.06 388 583781.9 4138680.41 1.5 0.00543 0.05994 0.04265 0.00713 0.0013 0.00543 0.05994 0.04265 0.00713 0.0013 0.00066 0.01 0.06 0.04 0.01 0.00 0.06 0.00 0.06 399 583788.23 4138659.65 1.5 0.00529 0.05849 0.0422 0.00705 0.00128 0.00529 0.05849 0.0422 0.00705 0.00128 0.00068 0.01 0.06 0.04 0.01 0.00 0.06 0.00 0.06 34 583746.21 4138838.28 1.5 0.0053 0.05835 0.05033 0.00845 0.00155 0.0053 0.05835 0.05033 0.00845 0.00155 0.00034 0.01 0.06 0.05 0.01 0.00 0.06 0.00 0.06 383 583777.59 4138685.93 1.5 0.00528 0.05807 0.04111 0.00688 0.00125 0.00528 0.05807 0.04111 0.00688 0.00125 0.00063 0.01 0.06 0.04 0.01 0.00 0.06 0.00 0.06 106 583735.23 4138919.17 1.5 0.00353 0.04081 0.05776 0.00915 0.00168 0.00353 0.04081 0.05776 0.00915 0.00168 0.00031 0.00 0.04 0.06 0.01 0.00 0.06 0.00 0.06 72 583740.72 4138878.72 1.5 0.00407 0.04577 0.05731 0.00965 0.00179 0.00407 0.04577 0.05731 0.00965 0.00179 0.00028 0.00 0.05 0.06 0.01 0.00 0.06 0.00 0.06 394 583783.92 4138665.17 1.5 0.00516 0.05694 0.04086 0.00683 0.00124 0.00516 0.05694 0.04086 0.00683 0.00124 0.00066 0.01 0.06 0.04 0.01 0.00 0.06 0.00 0.06 80 583737.43 4138894.03 1.5 0.00353 0.04013 0.05639 0.00942 0.00175 0.00353 0.04013 0.05639 0.00942 0.00175 0.00028 0.00 0.04 0.06 0.01 0.00 0.06 0.00 0.06 17 583745.12 4138828.44 1.5 0.00512 0.05605 0.04607 0.00774 0.00141 0.00512 0.05605 0.04607 0.00774 0.00141 0.00034 0.01 0.06 0.05 0.01 0.00 0.06 0.00 0.06 389 583776.38 4138676.1 1.5 0.00494 0.05438 0.03867 0.00647 0.00118 0.00494 0.05438 0.03867 0.00647 0.00118 0.00062 0.00 0.05 0.04 0.01 0.00 0.05 0.00 0.05 400 583782.71 4138655.34 1.5 0.00484 0.0534 0.03842 0.00643 0.00117 0.00484 0.0534 0.03842 0.00643 0.00117 0.00064 0.00 0.05 0.04 0.01 0.00 0.05 0.00 0.05 378 583766.43 4138699.17 1.5 0.0048 0.05262 0.03691 0.00618 0.00112 0.0048 0.05262 0.03691 0.00618 0.00112 0.00056 0.00 0.05 0.04 0.01 0.00 0.05 0.00 0.05 384 583772.07 4138681.62 1.5 0.00479 0.0526 0.03725 0.00624 0.00113 0.00479 0.0526 0.03725 0.00624 0.00113 0.00059 0.00 0.05 0.04 0.01 0.00 0.05 0.00 0.05 52 583742.92 4138853.58 1.5 0.00471 0.05212 0.05127 0.00865 0.00159 0.00471 0.05212 0.05127 0.00865 0.00159 0.0003 0.00 0.05 0.05 0.01 0.00 0.05 0.00 0.05 395 583778.4 4138660.86 1.5 0.00472 0.05191 0.03717 0.00623 0.00113 0.00472 0.05191 0.03717 0.00623 0.00113 0.00062 0.00 0.05 0.04 0.01 0.00 0.05 0.00 0.05 63 583739.63 4138868.88 1.5 0.00407 0.04534 0.05173 0.00876 0.00162 0.00407 0.04534 0.05173 0.00876 0.00162 0.00028 0.00 0.05 0.05 0.01 0.00 0.05 0.00 0.0571 583736.34 4138884.19 1.5 0.00351 0.0394 0.05118 0.00864 0.0016 0.00351 0.0394 0.05118 0.00864 0.0016 0.00027 0.00 0.04 0.05 0.01 0.00 0.05 0.00 0.05 33 583741.83 4138843.74 1.5 0.00463 0.05088 0.04671 0.00789 0.00145 0.00463 0.05088 0.04671 0.00789 0.00145 0.00031 0.00 0.05 0.05 0.01 0.00 0.05 0.00 0.05 373 583762.12 4138704.69 1.5 0.00462 0.05052 0.03537 0.00593 0.00108 0.00462 0.05052 0.03537 0.00593 0.00108 0.00053 0.00 0.05 0.04 0.01 0.00 0.05 0.00 0.05 123 583731.94 4138934.47 1.5 0.00366 0.04263 0.05027 0.00766 0.00139 0.00366 0.04263 0.05027 0.00766 0.00139 0.00033 0.00 0.04 0.05 0.01 0.00 0.05 0.00 0.05 16 583740.74 4138833.9 1.5 0.00452 0.04946 0.04289 0.00724 0.00133 0.00452 0.04946 0.04289 0.00724 0.00133 0.00032 0.00 0.05 0.04 0.01 0.00 0.05 0.00 0.05 390 583770.86 4138671.8 1.5 0.00451 0.04943 0.03513 0.00589 0.00107 0.00451 0.04943 0.03513 0.00589 0.00107 0.00058 0.00 0.05 0.04 0.01 0.00 0.05 0.00 0.05 401 583777.19 4138651.03 1.5 0.00444 0.04882 0.03504 0.00587 0.00107 0.00444 0.04882 0.03504 0.00587 0.00107 0.0006 0.00 0.05 0.04 0.01 0.00 0.05 0.00 0.05105 583730.86 4138924.63 1.5 0.0033 0.03809 0.04778 0.00758 0.00139 0.0033 0.03809 0.04778 0.00758 0.00139 0.0003 0.00 0.04 0.05 0.01 0.00 0.05 0.00 0.05 385 583766.55 4138677.31 1.5 0.00436 0.04776 0.03382 0.00568 0.00103 0.00436 0.04776 0.03382 0.00568 0.00103 0.00056 0.00 0.05 0.03 0.01 0.00 0.05 0.00 0.05 379 583760.91 4138694.86 1.5 0.00435 0.04753 0.03341 0.00561 0.00102 0.00435 0.04753 0.03341 0.00561 0.00102 0.00053 0.00 0.05 0.03 0.01 0.00 0.05 0.00 0.05 396 583772.89 4138656.55 1.5 0.00432 0.0474 0.03389 0.00569 0.00103 0.00432 0.0474 0.03389 0.00569 0.00103 0.00058 0.00 0.05 0.03 0.01 0.00 0.05 0.00 0.05 298 583742.32 4138780.73 1.5 0.00436 0.04728 0.03431 0.00576 0.00105 0.00436 0.04728 0.03431 0.00576 0.00105 0.00038 0.00 0.05 0.03 0.01 0.00 0.05 0.00 0.05 51 583738.54 4138859.04 1.5 0.00406 0.04484 0.04706 0.00798 0.00147 0.00406 0.04484 0.04706 0.00798 0.00147 0.00028 0.00 0.04 0.05 0.01 0.00 0.05 0.00 0.05 62 583735.25 4138874.35 1.5 0.00351 0.03901 0.04671 0.00794 0.00147 0.00351 0.03901 0.04671 0.00794 0.00147 0.00027 0.00 0.04 0.05 0.01 0.00 0.05 0.00 0.05 368 583754.25 4138715.3 1.5 0.00429 0.04668 0.03264 0.00548 0.001 0.00429 0.04668 0.03264 0.00548 0.001 0.00049 0.00 0.05 0.03 0.01 0.00 0.05 0.00 0.05 374 583756.6 4138700.38 1.5 0.00418 0.04559 0.032 0.00538 0.00098 0.00418 0.04559 0.032 0.00538 0.00098 0.0005 0.00 0.05 0.03 0.01 0.00 0.05 0.00 0.05 70 583731.97 4138889.65 1.5 0.00309 0.03464 0.04524 0.00765 0.00142 0.00309 0.03464 0.04524 0.00765 0.00142 0.00026 0.00 0.03 0.05 0.01 0.00 0.05 0.00 0.05 391 583765.35 4138667.49 1.5 0.00412 0.04504 0.03199 0.00537 0.00098 0.00412 0.04504 0.03199 0.00537 0.00098 0.00055 0.00 0.05 0.03 0.01 0.00 0.05 0.00 0.05 402 583771.68 4138646.73 1.5 0.00408 0.04472 0.03203 0.00538 0.00098 0.00408 0.04472 0.03203 0.00538 0.00098 0.00057 0.00 0.04 0.03 0.01 0.00 0.04 0.00 0.04 363 583749.94 4138720.82 1.5 0.00409 0.04447 0.03112 0.00523 0.00095 0.00409 0.04447 0.03112 0.00523 0.00095 0.00046 0.00 0.04 0.03 0.01 0.00 0.04 0.00 0.04 32 583737.45 4138849.2 1.5 0.00403 0.04422 0.04311 0.00732 0.00135 0.00403 0.04422 0.04311 0.00732 0.00135 0.00029 0.00 0.04 0.04 0.01 0.00 0.04 0.00 0.04 297 583737.9 4138786.16 1.5 0.00402 0.04352 0.03224 0.00543 0.00099 0.00402 0.04352 0.03224 0.00543 0.00099 0.00036 0.00 0.04 0.03 0.01 0.00 0.04 0.00 0.04 386 583761.04 4138673.01 1.5 0.00398 0.04347 0.03079 0.00518 0.00094 0.00398 0.04347 0.03079 0.00518 0.00094 0.00052 0.00 0.04 0.03 0.01 0.00 0.04 0.00 0.04 15 583736.37 4138839.36 1.5 0.00398 0.04345 0.03977 0.00675 0.00124 0.00398 0.04345 0.03977 0.00675 0.00124 0.00029 0.00 0.04 0.04 0.01 0.00 0.04 0.00 0.04 354 583742.06 4138753.66 1.5 0.004 0.04341 0.03076 0.00518 0.00094 0.004 0.04341 0.03076 0.00518 0.00094 0.0004 0.00 0.04 0.03 0.01 0.00 0.04 0.00 0.04 397 583767.37 4138652.24 1.5 0.00396 0.04336 0.03096 0.0052 0.00095 0.00396 0.04336 0.03096 0.0052 0.00095 0.00055 0.00 0.04 0.03 0.01 0.00 0.04 0.00 0.04 380 583755.39 4138690.56 1.5 0.00395 0.04306 0.03031 0.0051 0.00093 0.00395 0.04306 0.03031 0.0051 0.00093 0.0005 0.00 0.04 0.03 0.01 0.00 0.04 0.00 0.04 50 583734.17 4138864.51 1.5 0.00351 0.03874 0.04288 0.0073 0.00135 0.00351 0.03874 0.04288 0.0073 0.00135 0.00027 0.00 0.04 0.04 0.01 0.00 0.04 0.00 0.04 369 583748.73 4138710.99 1.5 0.00387 0.04207 0.0295 0.00496 0.0009 0.00387 0.04207 0.0295 0.00496 0.0009 0.00046 0.00 0.04 0.03 0.00 0.00 0.04 0.00 0.04 61 583730.88 4138879.81 1.5 0.00306 0.03406 0.04182 0.00712 0.00132 0.00306 0.03406 0.04182 0.00712 0.00132 0.00026 0.00 0.03 0.04 0.01 0.00 0.04 0.00 0.04 293 583736.89 4138776.31 1.5 0.00385 0.04169 0.03047 0.00514 0.00094 0.00385 0.04169 0.03047 0.00514 0.00094 0.00036 0.00 0.04 0.03 0.01 0.00 0.04 0.00 0.04 122 583727.57 4138939.94 1.5 0.00346 0.04019 0.04131 0.00639 0.00116 0.00346 0.04019 0.04131 0.00639 0.00116 0.00033 0.00 0.04 0.04 0.01 0.00 0.04 0.00 0.04 375 583751.09 4138696.07 1.5 0.00379 0.04128 0.02903 0.00489 0.00089 0.00379 0.04128 0.02903 0.00489 0.00089 0.00047 0.00 0.04 0.03 0.00 0.00 0.04 0.00 0.04 392 583759.83 4138663.18 1.5 0.00377 0.04112 0.02919 0.00491 0.00089 0.00377 0.04112 0.02919 0.00491 0.00089 0.00052 0.00 0.04 0.03 0.00 0.00 0.04 0.00 0.04 349 583737.76 4138759.18 1.5 0.00376 0.04067 0.02911 0.00491 0.00089 0.00376 0.04067 0.02911 0.00491 0.00089 0.00038 0.00 0.04 0.03 0.00 0.00 0.04 0.00 0.04 364 583744.43 4138716.51 1.5 0.00369 0.04007 0.02813 0.00474 0.00086 0.00369 0.04007 0.02813 0.00474 0.00086 0.00043 0.00 0.04 0.03 0.00 0.00 0.04 0.00 0.04 296 583733.48 4138791.59 1.5 0.00368 0.03987 0.03024 0.00511 0.00093 0.00368 0.03987 0.03024 0.00511 0.00093 0.00033 0.00 0.04 0.03 0.01 0.00 0.04 0.00 0.04 104 583726.48 4138930.1 1.5 0.00311 0.03581 0.03977 0.00634 0.00116 0.00311 0.03581 0.03977 0.00634 0.00116 0.0003 0.00 0.04 0.04 0.01 0.00 0.04 0.00 0.04 387 583755.52 4138668.7 1.5 0.00364 0.03966 0.02809 0.00473 0.00086 0.00364 0.03966 0.02809 0.00473 0.00086 0.0005 0.00 0.04 0.03 0.00 0.00 0.04 0.00 0.04 31 583733.08 4138854.67 1.5 0.00351 0.03845 0.03956 0.00674 0.00124 0.00351 0.03845 0.03956 0.00674 0.00124 0.00027 0.00 0.04 0.04 0.01 0.00 0.04 0.00 0.04 381 583749.88 4138686.25 1.5 0.0036 0.03914 0.02758 0.00465 0.00085 0.0036 0.03914 0.02758 0.00465 0.00085 0.00047 0.00 0.04 0.03 0.00 0.00 0.04 0.00 0.04 49 583729.79 4138869.97 1.5 0.00306 0.03375 0.03877 0.00663 0.00123 0.00306 0.03375 0.03877 0.00663 0.00123 0.00025 0.00 0.03 0.04 0.01 0.00 0.04 0.00 0.04 355 583736.55 4138749.35 1.5 0.00358 0.03874 0.02759 0.00465 0.00085 0.00358 0.03874 0.02759 0.00465 0.00085 0.00038 0.00 0.04 0.03 0.00 0.00 0.04 0.00 0.04 292 583732.47 4138781.74 1.5 0.00355 0.03844 0.02863 0.00484 0.00088 0.00355 0.03844 0.02863 0.00484 0.00088 0.00034 0.00 0.04 0.03 0.00 0.00 0.04 0.00 0.04 14 583731.99 4138844.83 1.5 0.00349 0.03808 0.03668 0.00625 0.00115 0.00349 0.03808 0.03668 0.00625 0.00115 0.00027 0.00 0.04 0.04 0.01 0.00 0.04 0.00 0.04 370 583743.22 4138706.68 1.5 0.00351 0.03805 0.02675 0.00451 0.00082 0.00351 0.03805 0.02675 0.00451 0.00082 0.00043 0.00 0.04 0.03 0.00 0.00 0.04 0.00 0.04 121 583723.19 4138945.4 1.5 0.00329 0.03804 0.0353 0.00555 0.00101 0.00329 0.03804 0.0353 0.00555 0.00101 0.00033 0.00 0.04 0.04 0.01 0.00 0.04 0.00 0.04 376 583745.57 4138691.77 1.5 0.00345 0.0375 0.0264 0.00445 0.00081 0.00345 0.0375 0.0264 0.00445 0.00081 0.00045 0.00 0.04 0.03 0.00 0.00 0.04 0.00 0.04 60 583726.5 4138885.27 1.5 0.00272 0.03027 0.03713 0.00633 0.00117 0.00272 0.03027 0.03713 0.00633 0.00117 0.00025 0.00 0.03 0.04 0.01 0.00 0.04 0.00 0.04 295 583729.06 4138797.02 1.5 0.00336 0.03636 0.02831 0.0048 0.00088 0.00336 0.03636 0.02831 0.0048 0.00088 0.00031 0.00 0.04 0.03 0.00 0.00 0.04 0.00 0.04 350 583732.24 4138754.87 1.5 0.00336 0.0363 0.0261 0.00441 0.0008 0.00336 0.0363 0.0261 0.00441 0.0008 0.00036 0.00 0.04 0.03 0.00 0.00 0.04 0.00 0.04 365 583738.91 4138712.2 1.5 0.00334 0.03623 0.02549 0.0043 0.00078 0.00334 0.03623 0.02549 0.0043 0.00078 0.00041 0.00 0.04 0.03 0.00 0.00 0.04 0.00 0.04 120 583718.82 4138950.86 1.5 0.00313 0.03611 0.03147 0.005 0.00091 0.00313 0.03611 0.03147 0.005 0.00091 0.00033 0.00 0.04 0.03 0.01 0.00 0.04 0.00 0.04 30 583728.7 4138860.13 1.5 0.00306 0.03357 0.03607 0.00617 0.00114 0.00306 0.03357 0.03607 0.00617 0.00114 0.00025 0.00 0.03 0.04 0.01 0.00 0.04 0.00 0.04 382 583744.36 4138681.94 1.5 0.00329 0.03567 0.02515 0.00424 0.00077 0.00329 0.03567 0.02515 0.00424 0.00077 0.00044 0.00 0.04 0.03 0.00 0.00 0.04 0.00 0.04 291 583728.05 4138787.17 1.5 0.00327 0.03529 0.02685 0.00455 0.00083 0.00327 0.03529 0.02685 0.00455 0.00083 0.00032 0.00 0.04 0.03 0.00 0.00 0.04 0.00 0.04 48 583725.42 4138875.43 1.5 0.0027 0.0298 0.03483 0.00597 0.00111 0.0027 0.0298 0.03483 0.00597 0.00111 0.00024 0.00 0.03 0.03 0.01 0.00 0.03 0.00 0.03 356 583731.03 4138745.04 1.5 0.00322 0.03474 0.02483 0.0042 0.00076 0.00322 0.03474 0.02483 0.0042 0.00076 0.00036 0.00 0.03 0.02 0.00 0.00 0.03 0.00 0.03 371 583737.7 4138702.38 1.5 0.00319 0.03454 0.02431 0.00411 0.00075 0.00319 0.03454 0.02431 0.00411 0.00075 0.00041 0.00 0.03 0.02 0.00 0.00 0.03 0.00 0.03 377 583740.05 4138687.46 1.5 0.00315 0.03417 0.02407 0.00407 0.00074 0.00315 0.03417 0.02407 0.00407 0.00074 0.00043 0.00 0.03 0.02 0.00 0.00 0.03 0.00 0.03 103 583722.1 4138935.56 1.5 0.00295 0.03387 0.0338 0.00542 0.00099 0.00295 0.03387 0.0338 0.00542 0.00099 0.0003 0.00 0.03 0.03 0.01 0.00 0.03 0.00 0.03 13 583727.61 4138850.29 1.5 0.00306 0.03341 0.03367 0.00576 0.00106 0.00306 0.03341 0.03367 0.00576 0.00106 0.00026 0.00 0.03 0.03 0.01 0.00 0.03 0.00 0.03 294 583724.64 4138802.44 1.5 0.00306 0.03302 0.02645 0.0045 0.00082 0.00306 0.03302 0.02645 0.0045 0.00082 0.00029 0.00 0.03 0.03 0.00 0.00 0.03 0.00 0.03 366 583733.39 4138707.89 1.5 0.00304 0.03289 0.02317 0.00392 0.00071 0.00304 0.03289 0.02317 0.00392 0.00071 0.00039 0.00 0.03 0.02 0.00 0.00 0.03 0.00 0.03 29 583724.33 4138865.59 1.5 0.0027 0.02957 0.0327 0.00561 0.00104 0.0027 0.02957 0.0327 0.00561 0.00104 0.00024 0.00 0.03 0.03 0.01 0.00 0.03 0.00 0.03 344 583725.23 4138767.58 1.5 0.00302 0.03259 0.02403 0.00408 0.00074 0.00302 0.03259 0.02403 0.00408 0.00074 0.00032 0.00 0.03 0.02 0.00 0.00 0.03 0.00 0.03 351 583726.72 4138750.56 1.5 0.00302 0.03258 0.02349 0.00398 0.00073 0.00302 0.03258 0.02349 0.00398 0.00073 0.00034 0.00 0.03 0.02 0.00 0.00 0.03 0.00 0.03 290 583723.63 4138792.6 1.5 0.00299 0.03227 0.02514 0.00428 0.00078 0.00299 0.03227 0.02514 0.00428 0.00078 0.0003 0.00 0.03 0.03 0.00 0.00 0.03 0.00 0.03 102 583717.73 4138941.02 1.5 0.00281 0.03218 0.0296 0.00478 0.00087 0.00281 0.03218 0.0296 0.00478 0.00087 0.0003 0.00 0.03 0.03 0.00 0.00 0.03 0.00 0.03 372 583732.18 4138698.07 1.5 0.00291 0.03146 0.02216 0.00375 0.00068 0.00291 0.03146 0.02216 0.00375 0.00068 0.00039 0.00 0.03 0.02 0.00 0.00 0.03 0.00 0.03 357 583725.51 4138740.74 1.5 0.0029 0.03131 0.02243 0.0038 0.00069 0.0029 0.03131 0.02243 0.0038 0.00069 0.00034 0.00 0.03 0.02 0.00 0.00 0.03 0.00 0.03 47 583721.04 4138880.9 1.5 0.00242 0.02674 0.03109 0.00533 0.00099 0.00242 0.02674 0.03109 0.00533 0.00099 0.00024 0.00 0.03 0.03 0.01 0.00 0.03 0.00 0.03 12 583723.24 4138855.76 1.5 0.0027 0.02945 0.03076 0.00528 0.00098 0.0027 0.02945 0.03076 0.00528 0.00098 0.00024 0.00 0.03 0.03 0.01 0.00 0.03 0.00 0.03 101 583713.35 4138946.49 1.5 0.00268 0.03067 0.02673 0.00433 0.00079 0.00268 0.03067 0.02673 0.00433 0.00079 0.0003 0.00 0.03 0.03 0.00 0.00 0.03 0.00 0.03339 583720.92 4138773.09 1.5 0.0028 0.0302 0.02263 0.00385 0.0007 0.0028 0.0302 0.02263 0.00385 0.0007 0.0003 0.00 0.03 0.02 0.00 0.00 0.03 0.00 0.03 367 583727.87 4138703.59 1.5 0.00277 0.02996 0.02112 0.00358 0.00065 0.00277 0.02996 0.02112 0.00358 0.00065 0.00037 0.00 0.03 0.02 0.00 0.00 0.03 0.00 0.03 28 583719.95 4138871.06 1.5 0.0024 0.02635 0.02948 0.00507 0.00094 0.0024 0.02635 0.02948 0.00507 0.00094 0.00023 0.00 0.03 0.03 0.01 0.00 0.03 0.00 0.03 289 583719.21 4138798.02 1.5 0.00273 0.0294 0.0235 0.00401 0.00073 0.00273 0.0294 0.0235 0.00401 0.00073 0.00028 0.00 0.03 0.02 0.00 0.00 0.03 0.00 0.03 352 583721.2 4138746.25 1.5 0.00273 0.02938 0.02122 0.0036 0.00066 0.00273 0.02938 0.02122 0.0036 0.00066 0.00033 0.00 0.03 0.02 0.00 0.00 0.03 0.00 0.03 345 583719.71 4138763.27 1.5 0.00272 0.02926 0.02161 0.00367 0.00067 0.00272 0.02926 0.02161 0.00367 0.00067 0.00031 0.00 0.03 0.02 0.00 0.00 0.03 0.00 0.03 89 583716.64 4138931.18 1.5 0.00256 0.02914 0.02831 0.00464 0.00085 0.00256 0.02914 0.02831 0.00464 0.00085 0.00027 0.00 0.03 0.03 0.00 0.00 0.03 0.00 0.03 358 583719.99 4138736.43 1.5 0.00263 0.02835 0.02033 0.00345 0.00063 0.00263 0.02835 0.02033 0.00345 0.00063 0.00033 0.00 0.03 0.02 0.00 0.00 0.03 0.00 0.03 11 583718.86 4138861.22 1.5 0.0024 0.02616 0.02796 0.00481 0.00089 0.0024 0.02616 0.02796 0.00481 0.00089 0.00023 0.00 0.03 0.03 0.00 0.00 0.03 0.00 0.03 88 583712.26 4138936.65 1.5 0.00244 0.02775 0.02522 0.00414 0.00076 0.00244 0.02775 0.02522 0.00414 0.00076 0.00027 0.00 0.03 0.03 0.00 0.00 0.03 0.00 0.0346 583716.66 4138886.36 1.5 0.0022 0.0244 0.02765 0.00474 0.00088 0.0022 0.0244 0.02765 0.00474 0.00088 0.00023 0.00 0.02 0.03 0.00 0.00 0.03 0.00 0.03 340 583715.4 4138768.79 1.5 0.00252 0.02716 0.02036 0.00347 0.00063 0.00252 0.02716 0.02036 0.00347 0.00063 0.00029 0.00 0.03 0.02 0.00 0.00 0.03 0.00 0.03 353 583715.69 4138741.95 1.5 0.00247 0.02663 0.01925 0.00327 0.0006 0.00247 0.02663 0.01925 0.00327 0.0006 0.00031 0.00 0.03 0.02 0.00 0.00 0.03 0.00 0.03 87 583707.89 4138942.11 1.5 0.00233 0.02651 0.02302 0.00378 0.00069 0.00233 0.02651 0.02302 0.00378 0.00069 0.00027 0.00 0.03 0.02 0.00 0.00 0.03 0.00 0.0327 583715.58 4138876.52 1.5 0.00217 0.02382 0.02647 0.00456 0.00084 0.00217 0.02382 0.02647 0.00456 0.00084 0.00022 0.00 0.02 0.03 0.00 0.00 0.03 0.00 0.03 346 583714.19 4138758.96 1.5 0.00245 0.0264 0.01951 0.00332 0.00061 0.00245 0.0264 0.01951 0.00332 0.00061 0.0003 0.00 0.03 0.02 0.00 0.00 0.03 0.00 0.03 10 583714.49 4138866.68 1.5 0.00215 0.0235 0.02532 0.00436 0.00081 0.00215 0.0235 0.02532 0.00436 0.00081 0.00022 0.00 0.02 0.03 0.00 0.00 0.03 0.00 0.03 334 583711.14 4138784.41 1.5 0.00233 0.02512 0.01962 0.00335 0.00061 0.00233 0.02512 0.01962 0.00335 0.00061 0.00027 0.00 0.03 0.02 0.00 0.00 0.03 0.00 0.03 288 583712.01 4138817.59 1.5 0.00229 0.02469 0.02153 0.00369 0.00068 0.00229 0.02469 0.02153 0.00369 0.00068 0.00024 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 45 583712.29 4138891.83 1.5 0.00204 0.02262 0.02456 0.00421 0.00078 0.00204 0.02262 0.02456 0.00421 0.00078 0.00022 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 341 583709.88 4138764.48 1.5 0.00228 0.02454 0.0184 0.00314 0.00057 0.00228 0.02454 0.0184 0.00314 0.00057 0.00028 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 79 583706.8 4138932.27 1.5 0.00215 0.02432 0.02176 0.00362 0.00066 0.00215 0.02432 0.02176 0.00362 0.00066 0.00025 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 347 583708.67 4138754.65 1.5 0.00223 0.02394 0.01769 0.00302 0.00055 0.00223 0.02394 0.01769 0.00302 0.00055 0.00028 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 26 583711.2 4138881.99 1.5 0.00198 0.02186 0.0237 0.00408 0.00076 0.00198 0.02186 0.0237 0.00408 0.00076 0.00022 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 78 583702.42 4138937.74 1.5 0.00206 0.02327 0.02002 0.00332 0.00061 0.00206 0.02327 0.02002 0.00332 0.00061 0.00025 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 329 583706.83 4138789.93 1.5 0.00214 0.02305 0.01841 0.00315 0.00058 0.00214 0.02305 0.01841 0.00315 0.00058 0.00025 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 9 583710.11 4138872.15 1.5 0.00195 0.02138 0.02285 0.00394 0.00073 0.00195 0.02138 0.02285 0.00394 0.00073 0.00021 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 335 583705.62 4138780.1 1.5 0.00211 0.02269 0.01768 0.00303 0.00055 0.00211 0.02269 0.01768 0.00303 0.00055 0.00026 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 77 583698.05 4138943.2 1.5 0.00198 0.02232 0.0187 0.0031 0.00057 0.00198 0.02232 0.0187 0.0031 0.00057 0.00025 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 342 583704.37 4138760.17 1.5 0.00207 0.02229 0.01669 0.00285 0.00052 0.00207 0.02229 0.01669 0.00285 0.00052 0.00027 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 287 583707.59 4138823.02 1.5 0.00207 0.02225 0.01997 0.00343 0.00063 0.00207 0.02225 0.01997 0.00343 0.00063 0.00023 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 283 583706.59 4138813.17 1.5 0.00207 0.02223 0.01921 0.0033 0.00061 0.00207 0.02223 0.01921 0.0033 0.00061 0.00023 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 44 583707.91 4138897.29 1.5 0.00191 0.02123 0.02184 0.00374 0.00069 0.00191 0.02123 0.02184 0.00374 0.00069 0.00022 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 348 583703.16 4138750.34 1.5 0.00203 0.02181 0.0161 0.00275 0.0005 0.00203 0.02181 0.0161 0.00275 0.0005 0.00027 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 330 583701.31 4138785.62 1.5 0.00194 0.02088 0.01661 0.00285 0.00052 0.00194 0.02088 0.01661 0.00285 0.00052 0.00024 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 69 583696.96 4138933.36 1.5 0.00184 0.0207 0.01757 0.00293 0.00054 0.00184 0.0207 0.01757 0.00293 0.00054 0.00023 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 336 583700.1 4138775.8 1.5 0.00192 0.02061 0.01601 0.00274 0.0005 0.00192 0.02061 0.01601 0.00274 0.0005 0.00025 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 8 583705.74 4138877.61 1.5 0.0018 0.01972 0.02059 0.00355 0.00066 0.0018 0.01972 0.02059 0.00355 0.00066 0.00021 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 343 583698.85 4138755.86 1.5 0.00189 0.02033 0.0152 0.0026 0.00048 0.00189 0.02033 0.0152 0.0026 0.00048 0.00026 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 282 583702.17 4138818.6 1.5 0.00187 0.02013 0.01785 0.00307 0.00057 0.00187 0.02013 0.01785 0.00307 0.00057 0.00022 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 43 583703.54 4138902.75 1.5 0.0018 0.0201 0.01953 0.00333 0.00061 0.0018 0.0201 0.01953 0.00333 0.00061 0.00021 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 286 583703.17 4138828.45 1.5 0.00187 0.02009 0.01848 0.00318 0.00059 0.00187 0.02009 0.01848 0.00318 0.00059 0.00022 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 68 583692.59 4138938.82 1.5 0.00177 0.01988 0.01648 0.00275 0.0005 0.00177 0.01988 0.01648 0.00275 0.0005 0.00023 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 42 583699.16 4138908.22 1.5 0.00171 0.01915 0.01762 0.003 0.00055 0.00171 0.01915 0.01762 0.003 0.00055 0.00021 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 324 583697.74 4138801.94 1.5 0.00178 0.01911 0.01604 0.00276 0.00051 0.00178 0.01911 0.01604 0.00276 0.00051 0.00022 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 331 583695.8 4138781.31 1.5 0.00177 0.01901 0.01505 0.00258 0.00047 0.00177 0.01901 0.01505 0.00258 0.00047 0.00023 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 337 583694.59 4138771.49 1.5 0.00175 0.0188 0.01456 0.0025 0.00046 0.00175 0.0188 0.01456 0.0025 0.00046 0.00024 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 59 583691.5 4138928.98 1.5 0.00166 0.01862 0.01554 0.00261 0.00048 0.00166 0.01862 0.01554 0.00261 0.00048 0.00022 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 41 583694.78 4138913.68 1.5 0.00164 0.01831 0.01606 0.00272 0.0005 0.00164 0.01831 0.01606 0.00272 0.0005 0.00021 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 281 583697.75 4138824.03 1.5 0.0017 0.01826 0.01655 0.00285 0.00053 0.0017 0.01826 0.01655 0.00285 0.00053 0.00021 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 285 583698.75 4138833.88 1.5 0.00169 0.01821 0.01708 0.00295 0.00054 0.00169 0.01821 0.01708 0.00295 0.00054 0.0002 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 25 583698.07 4138898.38 1.5 0.00164 0.01819 0.01715 0.00294 0.00054 0.00164 0.01819 0.01715 0.00294 0.00054 0.0002 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 58 583687.12 4138934.45 1.5 0.00159 0.01789 0.01464 0.00245 0.00045 0.00159 0.01789 0.01464 0.00245 0.00045 0.00022 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.0240 583690.41 4138919.14 1.5 0.00157 0.01757 0.01483 0.00251 0.00046 0.00157 0.01757 0.01483 0.00251 0.00046 0.00021 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 319 583693.43 4138807.45 1.5 0.00163 0.01747 0.015 0.00258 0.00047 0.00163 0.01747 0.015 0.00258 0.00047 0.00021 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 325 583692.22 4138797.63 1.5 0.00162 0.01742 0.01451 0.0025 0.00046 0.00162 0.01742 0.01451 0.0025 0.00046 0.00022 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 332 583690.28 4138777.01 1.5 0.00162 0.01738 0.0137 0.00235 0.00043 0.00162 0.01738 0.0137 0.00235 0.00043 0.00023 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 24 583693.7 4138903.84 1.5 0.00156 0.01737 0.01559 0.00266 0.00049 0.00156 0.01737 0.01559 0.00266 0.00049 0.0002 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 338 583689.07 4138767.18 1.5 0.0016 0.01722 0.01328 0.00228 0.00042 0.0016 0.01722 0.01328 0.00228 0.00042 0.00023 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 39 583686.03 4138924.61 1.5 0.00151 0.01688 0.01385 0.00233 0.00043 0.00151 0.01688 0.01385 0.00233 0.00043 0.00021 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 23 583689.32 4138909.31 1.5 0.00149 0.01665 0.0143 0.00243 0.00045 0.00149 0.01665 0.0143 0.00243 0.00045 0.0002 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 280 583693.33 4138829.46 1.5 0.00155 0.01662 0.01533 0.00265 0.00049 0.00155 0.01662 0.01533 0.00265 0.00049 0.0002 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02284 583694.33 4138839.31 1.5 0.00154 0.01659 0.01575 0.00272 0.0005 0.00154 0.01659 0.01575 0.00272 0.0005 0.0002 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 7 583692.61 4138894 1.5 0.00149 0.01655 0.01522 0.00261 0.00048 0.00149 0.01655 0.01522 0.00261 0.00048 0.00019 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 38 583681.66 4138930.07 1.5 0.00145 0.01625 0.01308 0.0022 0.0004 0.00145 0.01625 0.01308 0.0022 0.0004 0.0002 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 22 583684.95 4138914.77 1.5 0.00143 0.01601 0.01326 0.00225 0.00041 0.00143 0.01601 0.01326 0.00225 0.00041 0.00019 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 320 583687.91 4138803.15 1.5 0.00149 0.01598 0.01359 0.00234 0.00043 0.00149 0.01598 0.01359 0.00234 0.00043 0.0002 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02326 583686.7 4138793.32 1.5 0.00149 0.01595 0.01319 0.00227 0.00042 0.00149 0.01595 0.01319 0.00227 0.00042 0.00021 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 333 583684.76 4138772.7 1.5 0.00149 0.01595 0.01252 0.00215 0.00039 0.00149 0.01595 0.01252 0.00215 0.00039 0.00022 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 6 583688.23 4138899.47 1.5 0.00142 0.01584 0.01391 0.00238 0.00044 0.00142 0.01584 0.01391 0.00238 0.00044 0.00019 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 37 583677.28 4138935.54 1.5 0.0014 0.01567 0.01246 0.00208 0.00038 0.0014 0.01567 0.01246 0.00208 0.00038 0.0002 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 21 583680.57 4138920.23 1.5 0.00138 0.01541 0.01243 0.0021 0.00038 0.00138 0.01541 0.01243 0.0021 0.00038 0.00019 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 5 583683.86 4138904.93 1.5 0.00137 0.01522 0.01283 0.00219 0.0004 0.00137 0.01522 0.01283 0.00219 0.0004 0.00019 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 279 583688.91 4138834.89 1.5 0.00141 0.01521 0.01418 0.00245 0.00045 0.00141 0.01521 0.01418 0.00245 0.00045 0.00019 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 20 583676.19 4138925.7 1.5 0.00133 0.01486 0.01177 0.00198 0.00036 0.00133 0.01486 0.01177 0.00198 0.00036 0.00019 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 321 583682.4 4138798.84 1.5 0.00137 0.01468 0.01237 0.00213 0.00039 0.00137 0.01468 0.01237 0.00213 0.00039 0.0002 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 4 583679.48 4138910.39 1.5 0.00131 0.01466 0.01194 0.00203 0.00037 0.00131 0.01466 0.01194 0.00203 0.00037 0.00018 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 327 583681.19 4138789.01 1.5 0.00137 0.01466 0.01203 0.00207 0.00038 0.00137 0.01466 0.01203 0.00207 0.00038 0.0002 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 19 583671.82 4138931.16 1.5 0.00128 0.01435 0.01122 0.00188 0.00034 0.00128 0.01435 0.01122 0.00188 0.00034 0.00019 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 3 583675.11 4138915.86 1.5 0.00126 0.01414 0.01123 0.0019 0.00035 0.00126 0.01414 0.01123 0.0019 0.00035 0.00018 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 314 583682.62 4138820.66 1.5 0.00131 0.01407 0.0126 0.00217 0.0004 0.00131 0.01407 0.0126 0.00217 0.0004 0.00019 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 2 583670.73 4138921.32 1.5 0.00122 0.01366 0.01065 0.0018 0.00033 0.00122 0.01366 0.01065 0.0018 0.00033 0.00018 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 322 583676.88 4138794.53 1.5 0.00126 0.01353 0.0113 0.00195 0.00036 0.00126 0.01353 0.0113 0.00195 0.00036 0.00019 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 328 583675.67 4138784.71 1.5 0.00126 0.01353 0.01102 0.0019 0.00035 0.00126 0.01353 0.01102 0.0019 0.00035 0.0002 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 304 583682.45 4138847.98 1.5 0.00125 0.01348 0.01263 0.00218 0.0004 0.00125 0.01348 0.01263 0.00218 0.0004 0.00018 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 1 583666.35 4138926.78 1.5 0.00118 0.01321 0.01017 0.00171 0.00031 0.00118 0.01321 0.01017 0.00171 0.00031 0.00018 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 309 583678.31 4138826.18 1.5 0.00121 0.01299 0.01174 0.00203 0.00037 0.00121 0.01299 0.01174 0.00203 0.00037 0.00018 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 315 583677.1 4138816.36 1.5 0.00121 0.01298 0.01147 0.00198 0.00036 0.00121 0.01298 0.01147 0.00198 0.00036 0.00018 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 299 583678.14 4138853.5 1.5 0.00117 0.01263 0.01168 0.00201 0.00037 0.00117 0.01263 0.01168 0.00201 0.00037 0.00017 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 323 583671.36 4138790.22 1.5 0.00117 0.01251 0.01036 0.00179 0.00033 0.00117 0.01251 0.01036 0.00179 0.00033 0.00019 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 305 583676.93 4138843.67 1.5 0.00115 0.01245 0.01147 0.00198 0.00036 0.00115 0.01245 0.01147 0.00198 0.00036 0.00017 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 310 583672.79 4138821.87 1.5 0.00112 0.01202 0.01071 0.00185 0.00034 0.00112 0.01202 0.01071 0.00185 0.00034 0.00017 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 316 583671.59 4138812.05 1.5 0.00112 0.01201 0.01049 0.00181 0.00033 0.00112 0.01201 0.01049 0.00181 0.00033 0.00018 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 300 583672.62 4138849.19 1.5 0.00108 0.0117 0.01063 0.00183 0.00034 0.00108 0.0117 0.01063 0.00183 0.00034 0.00017 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 306 583671.41 4138839.36 1.5 0.00107 0.01153 0.01046 0.0018 0.00033 0.00107 0.01153 0.01046 0.0018 0.00033 0.00017 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 311 583667.28 4138817.56 1.5 0.00104 0.01116 0.00982 0.00169 0.00031 0.00104 0.01116 0.00982 0.00169 0.00031 0.00017 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 317 583666.07 4138807.74 1.5 0.00104 0.01115 0.00963 0.00166 0.00031 0.00104 0.01115 0.00963 0.00166 0.00031 0.00017 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 301 583667.11 4138844.88 1.5 0.00101 0.01086 0.00973 0.00168 0.00031 0.00101 0.01086 0.00973 0.00168 0.00031 0.00016 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 307 583665.9 4138835.06 1.5 0.001 0.01072 0.00958 0.00165 0.0003 0.001 0.01072 0.00958 0.00165 0.0003 0.00016 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 318 583660.55 4138803.43 1.5 0.00097 0.01039 0.00887 0.00153 0.00028 0.00097 0.01039 0.00887 0.00153 0.00028 0.00017 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 312 583661.76 4138813.26 1.5 0.00097 0.01038 0.00903 0.00156 0.00029 0.00097 0.01038 0.00903 0.00156 0.00029 0.00016 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 302 583661.59 4138840.57 1.5 0.00094 0.01011 0.00894 0.00154 0.00028 0.00094 0.01011 0.00894 0.00154 0.00028 0.00016 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 308 583660.38 4138830.75 1.5 0.00093 0.00999 0.00882 0.00152 0.00028 0.00093 0.00999 0.00882 0.00152 0.00028 0.00016 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 313 583656.24 4138808.95 1.5 0.00091 0.00969 0.00833 0.00144 0.00026 0.00091 0.00969 0.00833 0.00144 0.00026 0.00016 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 303 583656.07 4138836.27 1.5 0.00088 0.00944 0.00825 0.00142 0.00026 0.00088 0.00944 0.00825 0.00142 0.00026 0.00015 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 361 583655.45 4138826.91 1.5 0.00088 0.0094 0.00821 0.00141 0.00026 0.00088 0.0094 0.00821 0.00141 0.00026 0.00015 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 359 583651.14 4138832.43 1.5 0.00083 0.0089 0.00769 0.00132 0.00024 0.00083 0.0089 0.00769 0.00132 0.00024 0.00015 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 362 583649.93 4138822.61 1.5 0.00082 0.0088 0.0076 0.00131 0.00024 0.00082 0.0088 0.0076 0.00131 0.00024 0.00015 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 360 583645.62 4138828.12 1.5 0.00078 0.00834 0.00714 0.00123 0.00023 0.00078 0.00834 0.00714 0.00123 0.00023 0.00015 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 Receptor 2025 2026 2027 2028 2029 2030 ‐ 2054 2025 2026 2027 2028 2029 2025‐2029 2030 ‐ 2054 2025‐2054 No. UTM‐X UTM‐Y Flagpole 2025 2026 2027 2028 2029 Generator Total Con GEN Total (m) (m) (m) Height (m) DPM DPM DPM DPM DPM DPM Risk Risk Risk Risk Risk Risk Risk Risk 267 583825.41 4138818.93 1.5 0.00567 0.01256 0.01395 0.01025 0.00438 0.00567 0.01256 0.01395 0.01025 0.00438 0.00185 0.08 2.06 2.29 0.27 0.11 4.81 0.65 5.46266 583821.02 4138824.38 1.5 0.00585 0.01294 0.01371 0.00983 0.0041 0.00585 0.01294 0.01371 0.00983 0.0041 0.00181 0.08 2.13 2.25 0.25 0.11 4.82 0.63 5.45 277 583873.71 4138758.95 1.5 0.00391 0.00867 0.01542 0.01351 0.00667 0.00391 0.00867 0.01542 0.01351 0.00667 0.0026 0.05 1.42 2.53 0.35 0.17 4.53 0.91 5.44 278 583878.1 4138753.5 1.5 0.00383 0.00848 0.01545 0.01363 0.00676 0.00383 0.00848 0.01545 0.01363 0.00676 0.00266 0.05 1.39 2.54 0.35 0.17 4.51 0.93 5.44 268 583829.8 4138813.48 1.5 0.00547 0.01212 0.01415 0.01067 0.00466 0.00547 0.01212 0.01415 0.01067 0.00466 0.00187 0.07 1.99 2.32 0.28 0.12 4.79 0.66 5.44 276 583869.32 4138764.41 1.5 0.00401 0.00888 0.01535 0.01335 0.00656 0.00401 0.00888 0.01535 0.01335 0.00656 0.00249 0.05 1.46 2.52 0.35 0.17 4.55 0.87 5.42269 583834.19 4138808.03 1.5 0.00527 0.01166 0.01433 0.01106 0.00494 0.00527 0.01166 0.01433 0.01106 0.00494 0.00188 0.07 1.92 2.35 0.29 0.13 4.75 0.66 5.41265 583816.63 4138829.83 1.5 0.00597 0.01322 0.01344 0.00942 0.00383 0.00597 0.01322 0.01344 0.00942 0.00383 0.00174 0.08 2.17 2.21 0.24 0.10 4.80 0.61 5.41275 583864.93 4138769.86 1.5 0.00412 0.00911 0.01527 0.01316 0.00642 0.00412 0.00911 0.01527 0.01316 0.00642 0.00236 0.06 1.50 2.51 0.34 0.17 4.57 0.83 5.39270 583838.59 4138802.57 1.5 0.00506 0.0112 0.0145 0.01144 0.0052 0.00506 0.0112 0.0145 0.01144 0.0052 0.00189 0.07 1.84 2.38 0.30 0.13 4.72 0.66 5.38 274 583860.54 4138775.31 1.5 0.00424 0.00938 0.01517 0.01294 0.00627 0.00424 0.00938 0.01517 0.01294 0.00627 0.00222 0.06 1.54 2.49 0.33 0.16 4.59 0.78 5.36271 583842.98 4138797.12 1.5 0.00487 0.01077 0.01466 0.01179 0.00545 0.00487 0.01077 0.01466 0.01179 0.00545 0.00191 0.07 1.77 2.41 0.30 0.14 4.69 0.67 5.36273 583856.15 4138780.76 1.5 0.00437 0.00967 0.01506 0.01269 0.00609 0.00437 0.00967 0.01506 0.01269 0.00609 0.00209 0.06 1.59 2.47 0.33 0.16 4.61 0.73 5.34272 583847.37 4138791.67 1.5 0.00468 0.01037 0.0148 0.01211 0.00568 0.00468 0.01037 0.0148 0.01211 0.00568 0.00194 0.06 1.70 2.43 0.31 0.15 4.66 0.68 5.34 264 583812.24 4138835.29 1.5 0.00602 0.01333 0.01312 0.00901 0.00359 0.00602 0.01333 0.01312 0.00901 0.00359 0.00163 0.08 2.19 2.15 0.23 0.09 4.75 0.57 5.32261 583872.64 4138749.11 1.5 0.00358 0.00792 0.01364 0.01185 0.00581 0.00358 0.00792 0.01364 0.01185 0.00581 0.00244 0.05 1.30 2.24 0.31 0.15 4.05 0.86 4.90262 583877.03 4138743.66 1.5 0.00351 0.00777 0.01366 0.01194 0.00588 0.00351 0.00777 0.01366 0.01194 0.00588 0.00249 0.05 1.28 2.24 0.31 0.15 4.03 0.87 4.90260 583868.25 4138754.56 1.5 0.00365 0.00809 0.01359 0.01172 0.00572 0.00365 0.00809 0.01359 0.01172 0.00572 0.00236 0.05 1.33 2.23 0.30 0.15 4.06 0.83 4.89263 583881.42 4138738.21 1.5 0.00344 0.00763 0.01364 0.01196 0.00591 0.00344 0.00763 0.01364 0.01196 0.00591 0.00251 0.05 1.25 2.24 0.31 0.15 4.00 0.88 4.88259 583863.86 4138760.02 1.5 0.00374 0.00827 0.01351 0.01156 0.00561 0.00374 0.00827 0.01351 0.01156 0.00561 0.00226 0.05 1.36 2.22 0.30 0.15 4.07 0.79 4.86258 583859.47 4138765.47 1.5 0.00383 0.00848 0.01341 0.01136 0.00548 0.00383 0.00848 0.01341 0.01136 0.00548 0.00215 0.05 1.39 2.20 0.29 0.14 4.08 0.75 4.84257 583855.08 4138770.92 1.5 0.00393 0.0087 0.0133 0.01115 0.00533 0.00393 0.0087 0.0133 0.01115 0.00533 0.00204 0.05 1.43 2.18 0.29 0.14 4.09 0.71 4.81 256 583850.69 4138776.37 1.5 0.00404 0.00894 0.01318 0.01091 0.00516 0.00404 0.00894 0.01318 0.01091 0.00516 0.00196 0.05 1.47 2.16 0.28 0.13 4.10 0.69 4.79255 583846.3 4138781.83 1.5 0.00416 0.00921 0.01304 0.01065 0.00498 0.00416 0.00921 0.01304 0.01065 0.00498 0.00189 0.06 1.51 2.14 0.28 0.13 4.12 0.66 4.78 252 583833.13 4138798.18 1.5 0.00456 0.0101 0.01256 0.00974 0.00437 0.00456 0.0101 0.01256 0.00974 0.00437 0.00178 0.06 1.66 2.06 0.25 0.11 4.15 0.62 4.77 253 583837.52 4138792.73 1.5 0.00442 0.00979 0.01273 0.01006 0.00459 0.00442 0.00979 0.01273 0.01006 0.00459 0.00181 0.06 1.61 2.09 0.26 0.12 4.14 0.63 4.77251 583828.74 4138803.64 1.5 0.0047 0.0104 0.01237 0.00941 0.00414 0.0047 0.0104 0.01237 0.00941 0.00414 0.00176 0.06 1.71 2.03 0.24 0.11 4.15 0.62 4.77 254 583841.91 4138787.28 1.5 0.00429 0.00949 0.01289 0.01036 0.00479 0.00429 0.00949 0.01289 0.01036 0.00479 0.00184 0.06 1.56 2.12 0.27 0.12 4.13 0.64 4.77250 583824.35 4138809.09 1.5 0.00482 0.01068 0.01216 0.00906 0.00392 0.00482 0.01068 0.01216 0.00906 0.00392 0.00172 0.07 1.75 2.00 0.23 0.10 4.15 0.60 4.76249 583819.96 4138814.54 1.5 0.00493 0.01091 0.01193 0.0087 0.00369 0.00493 0.01091 0.01193 0.0087 0.00369 0.00168 0.07 1.79 1.96 0.22 0.10 4.14 0.59 4.73 248 583815.57 4138819.99 1.5 0.005 0.01107 0.01167 0.00835 0.00347 0.005 0.01107 0.01167 0.00835 0.00347 0.00161 0.07 1.82 1.92 0.22 0.09 4.11 0.56 4.67 247 583811.18 4138825.44 1.5 0.00502 0.01111 0.01137 0.00799 0.00326 0.00502 0.01111 0.01137 0.00799 0.00326 0.00151 0.07 1.82 1.87 0.21 0.08 4.05 0.53 4.58 138 583797.58 4138852.51 1.5 0.00524 0.01159 0.01138 0.00781 0.0031 0.00524 0.01159 0.01138 0.00781 0.0031 0.00103 0.07 1.90 1.87 0.20 0.08 4.13 0.36 4.49 246 583806.79 4138830.9 1.5 0.00497 0.011 0.01102 0.00766 0.00308 0.00497 0.011 0.01102 0.00766 0.00308 0.00139 0.07 1.81 1.81 0.20 0.08 3.96 0.49 4.45 244 583871.58 4138739.27 1.5 0.00327 0.00725 0.01209 0.01041 0.00507 0.00327 0.00725 0.01209 0.01041 0.00507 0.00228 0.04 1.19 1.99 0.27 0.13 3.62 0.80 4.42245 583875.97 4138733.82 1.5 0.00322 0.00712 0.0121 0.01046 0.00512 0.00322 0.00712 0.0121 0.01046 0.00512 0.00232 0.04 1.17 1.99 0.27 0.13 3.60 0.81 4.42 243 583867.19 4138744.72 1.5 0.00333 0.00738 0.01205 0.01031 0.005 0.00333 0.00738 0.01205 0.01031 0.005 0.00222 0.05 1.21 1.98 0.27 0.13 3.63 0.78 4.41 242 583862.8 4138750.17 1.5 0.0034 0.00752 0.01198 0.01017 0.00491 0.0034 0.00752 0.01198 0.01017 0.00491 0.00214 0.05 1.24 1.97 0.26 0.13 3.64 0.75 4.39 241 583858.41 4138755.63 1.5 0.00347 0.00768 0.01189 0.01001 0.0048 0.00347 0.00768 0.01189 0.01001 0.0048 0.00206 0.05 1.26 1.95 0.26 0.12 3.64 0.72 4.37 240 583854.02 4138761.08 1.5 0.00354 0.00784 0.01178 0.00982 0.00467 0.00354 0.00784 0.01178 0.00982 0.00467 0.00197 0.05 1.29 1.93 0.25 0.12 3.65 0.69 4.34239 583849.63 4138766.53 1.5 0.00362 0.00802 0.01166 0.00961 0.00453 0.00362 0.00802 0.01166 0.00961 0.00453 0.00189 0.05 1.32 1.92 0.25 0.12 3.65 0.66 4.31238 583845.24 4138771.98 1.5 0.00371 0.00821 0.01153 0.00938 0.00438 0.00371 0.00821 0.01153 0.00938 0.00438 0.00182 0.05 1.35 1.89 0.24 0.11 3.65 0.64 4.29237 583840.85 4138777.44 1.5 0.0038 0.00841 0.01138 0.00914 0.00422 0.0038 0.00841 0.01138 0.00914 0.00422 0.00177 0.05 1.38 1.87 0.24 0.11 3.65 0.62 4.27 236 583836.46 4138782.89 1.5 0.00389 0.00861 0.01122 0.00887 0.00405 0.00389 0.00861 0.01122 0.00887 0.00405 0.00173 0.05 1.41 1.84 0.23 0.10 3.64 0.61 4.25235 583832.07 4138788.34 1.5 0.00398 0.00881 0.01105 0.0086 0.00387 0.00398 0.00881 0.01105 0.0086 0.00387 0.00169 0.05 1.45 1.81 0.22 0.10 3.64 0.59 4.23 234 583827.68 4138793.79 1.5 0.00406 0.00899 0.01086 0.00831 0.00368 0.00406 0.00899 0.01086 0.00831 0.00368 0.00165 0.06 1.48 1.78 0.21 0.10 3.63 0.58 4.20137 583793.2 4138857.98 1.5 0.00476 0.01055 0.01075 0.00754 0.00307 0.00476 0.01055 0.01075 0.00754 0.00307 0.00084 0.06 1.73 1.77 0.19 0.08 3.84 0.29 4.13 230 583870.52 4138729.43 1.5 0.003 0.00664 0.01075 0.00917 0.00444 0.003 0.00664 0.01075 0.00917 0.00444 0.00214 0.04 1.09 1.77 0.24 0.11 3.25 0.75 4.00 229 583866.13 4138734.88 1.5 0.00304 0.00674 0.01072 0.0091 0.00439 0.00304 0.00674 0.01072 0.0091 0.00439 0.00209 0.04 1.11 1.76 0.24 0.11 3.26 0.73 3.99 228 583861.74 4138740.33 1.5 0.00309 0.00685 0.01066 0.00899 0.00431 0.00309 0.00685 0.01066 0.00899 0.00431 0.00203 0.04 1.13 1.75 0.23 0.11 3.26 0.71 3.97233 583805.73 4138821.05 1.5 0.00417 0.00924 0.00959 0.0068 0.0028 0.00417 0.00924 0.00959 0.0068 0.0028 0.0013 0.06 1.52 1.58 0.18 0.07 3.40 0.46 3.85 227 583839.79 4138767.59 1.5 0.00338 0.00748 0.01009 0.00809 0.00373 0.00338 0.00748 0.01009 0.00809 0.00373 0.0017 0.05 1.23 1.66 0.21 0.10 3.24 0.60 3.83 226 583835.4 4138773.05 1.5 0.00344 0.00761 0.00994 0.00786 0.00359 0.00344 0.00761 0.00994 0.00786 0.00359 0.00165 0.05 1.25 1.63 0.20 0.09 3.23 0.58 3.80 225 583831.01 4138778.5 1.5 0.00349 0.00774 0.00977 0.00763 0.00344 0.00349 0.00774 0.00977 0.00763 0.00344 0.0016 0.05 1.27 1.60 0.20 0.09 3.21 0.56 3.77 136 583788.83 4138863.44 1.5 0.00422 0.00934 0.01007 0.00729 0.00307 0.00422 0.00934 0.01007 0.00729 0.00307 0.00069 0.06 1.53 1.65 0.19 0.08 3.51 0.24 3.76224 583826.62 4138783.95 1.5 0.00355 0.00785 0.00959 0.00738 0.00329 0.00355 0.00785 0.00959 0.00738 0.00329 0.00156 0.05 1.29 1.58 0.19 0.09 3.19 0.55 3.74232 583801.34 4138826.51 1.5 0.00407 0.00901 0.00924 0.00651 0.00266 0.00407 0.00901 0.00924 0.00651 0.00266 0.00118 0.06 1.48 1.52 0.17 0.07 3.29 0.41 3.70119 583792.12 4138848.14 1.5 0.00412 0.00913 0.00937 0.0066 0.0027 0.00412 0.00913 0.00937 0.0066 0.0027 0.00086 0.06 1.50 1.54 0.17 0.07 3.34 0.30 3.64 220 583865.07 4138725.04 1.5 0.00279 0.00617 0.00958 0.00806 0.00387 0.00279 0.00617 0.00958 0.00806 0.00387 0.00197 0.04 1.01 1.57 0.21 0.10 2.93 0.69 3.62219 583860.68 4138730.49 1.5 0.00282 0.00625 0.00953 0.00798 0.00381 0.00282 0.00625 0.00953 0.00798 0.00381 0.00192 0.04 1.03 1.57 0.21 0.10 2.94 0.67 3.61218 583856.29 4138735.94 1.5 0.00286 0.00634 0.00946 0.00786 0.00373 0.00286 0.00634 0.00946 0.00786 0.00373 0.00186 0.04 1.04 1.55 0.20 0.10 2.93 0.65 3.59231 583796.95 4138831.96 1.5 0.00391 0.00865 0.00886 0.00623 0.00254 0.00391 0.00865 0.00886 0.00623 0.00254 0.00104 0.05 1.42 1.46 0.16 0.07 3.16 0.36 3.52217 583834.34 4138763.2 1.5 0.00306 0.00677 0.00885 0.00701 0.0032 0.00306 0.00677 0.00885 0.00701 0.0032 0.00157 0.04 1.11 1.45 0.18 0.08 2.87 0.55 3.42 216 583829.95 4138768.66 1.5 0.00309 0.00685 0.00869 0.0068 0.00307 0.00309 0.00685 0.00869 0.0068 0.00307 0.00152 0.04 1.13 1.43 0.18 0.08 2.85 0.53 3.38 135 583784.45 4138868.91 1.5 0.00363 0.00803 0.00934 0.00703 0.00307 0.00363 0.00803 0.00934 0.00703 0.00307 0.00058 0.05 1.32 1.53 0.18 0.08 3.16 0.20 3.37215 583825.56 4138774.11 1.5 0.00312 0.00691 0.00852 0.00658 0.00294 0.00312 0.00691 0.00852 0.00658 0.00294 0.00147 0.04 1.13 1.40 0.17 0.08 2.82 0.52 3.34 Mitigated Project Total Risk
Construction Construction
118 583787.74 4138853.6 1.5 0.00372 0.00825 0.00881 0.00635 0.00266 0.00372 0.00825 0.00881 0.00635 0.00266 0.00072 0.05 1.36 1.45 0.16 0.07 3.09 0.25 3.34 214 583821.17 4138779.56 1.5 0.00314 0.00695 0.00833 0.00636 0.00281 0.00314 0.00695 0.00833 0.00636 0.00281 0.00142 0.04 1.14 1.37 0.16 0.07 2.79 0.50 3.29210 583859.61 4138720.65 1.5 0.00258 0.00572 0.00855 0.00711 0.00338 0.00258 0.00572 0.00855 0.00711 0.00338 0.00181 0.04 0.94 1.40 0.18 0.09 2.65 0.63 3.28209 583855.22 4138726.1 1.5 0.00261 0.00578 0.00849 0.00702 0.00332 0.00261 0.00578 0.00849 0.00702 0.00332 0.00176 0.04 0.95 1.39 0.18 0.09 2.65 0.62 3.26 223 583800.28 4138816.66 1.5 0.00346 0.00766 0.0081 0.0058 0.00241 0.00346 0.00766 0.0081 0.0058 0.00241 0.00112 0.05 1.26 1.33 0.15 0.06 2.85 0.39 3.24 208 583850.83 4138731.55 1.5 0.00264 0.00585 0.00841 0.0069 0.00325 0.00264 0.00585 0.00841 0.0069 0.00325 0.00171 0.04 0.96 1.38 0.18 0.08 2.64 0.60 3.24 222 583795.89 4138822.12 1.5 0.00333 0.00738 0.00776 0.00554 0.0023 0.00333 0.00738 0.00776 0.00554 0.0023 0.00101 0.05 1.21 1.27 0.14 0.06 2.73 0.35 3.09 207 583828.88 4138758.81 1.5 0.00276 0.0061 0.00778 0.0061 0.00276 0.00276 0.0061 0.00778 0.0061 0.00276 0.00144 0.04 1.00 1.28 0.16 0.07 2.55 0.50 3.05 117 583783.36 4138859.07 1.5 0.00328 0.00726 0.00821 0.00609 0.00262 0.00328 0.00726 0.00821 0.00609 0.00262 0.00061 0.04 1.19 1.35 0.16 0.07 2.81 0.21 3.02206 583824.49 4138764.27 1.5 0.00277 0.00613 0.00762 0.00591 0.00265 0.00277 0.00613 0.00762 0.00591 0.00265 0.00139 0.04 1.01 1.25 0.15 0.07 2.52 0.49 3.00134 583780.08 4138874.37 1.5 0.00304 0.00672 0.00859 0.00674 0.00305 0.00304 0.00672 0.00859 0.00674 0.00305 0.0005 0.04 1.10 1.41 0.17 0.08 2.81 0.18 2.98 199 583854.16 4138716.26 1.5 0.00239 0.00529 0.00765 0.0063 0.00297 0.00239 0.00529 0.00765 0.0063 0.00297 0.00167 0.03 0.87 1.26 0.16 0.08 2.40 0.59 2.98 100 583786.65 4138843.76 1.5 0.00325 0.0072 0.00772 0.00557 0.00233 0.00325 0.0072 0.00772 0.00557 0.00233 0.00074 0.04 1.18 1.27 0.14 0.06 2.70 0.26 2.96 198 583849.77 4138721.71 1.5 0.00241 0.00533 0.00758 0.0062 0.00291 0.00241 0.00533 0.00758 0.0062 0.00291 0.00162 0.03 0.88 1.24 0.16 0.08 2.39 0.57 2.96 205 583820.1 4138769.72 1.5 0.00277 0.00613 0.00744 0.00571 0.00254 0.00277 0.00613 0.00744 0.00571 0.00254 0.00134 0.04 1.01 1.22 0.15 0.07 2.48 0.47 2.95 197 583845.38 4138727.16 1.5 0.00243 0.00537 0.00749 0.00608 0.00284 0.00243 0.00537 0.00749 0.00608 0.00284 0.00157 0.03 0.88 1.23 0.16 0.07 2.38 0.55 2.93221 583791.5 4138827.57 1.5 0.00316 0.007 0.0074 0.0053 0.0022 0.00316 0.007 0.0074 0.0053 0.0022 0.00089 0.04 1.15 1.22 0.14 0.06 2.60 0.31 2.91204 583815.71 4138775.17 1.5 0.00276 0.00612 0.00725 0.00551 0.00242 0.00276 0.00612 0.00725 0.00551 0.00242 0.00129 0.04 1.01 1.19 0.14 0.06 2.44 0.45 2.89213 583794.83 4138812.27 1.5 0.00287 0.00636 0.00685 0.00496 0.00209 0.00287 0.00636 0.00685 0.00496 0.00209 0.00097 0.04 1.04 1.13 0.13 0.05 2.39 0.34 2.73196 583823.43 4138754.42 1.5 0.00247 0.00547 0.00685 0.00533 0.0024 0.00247 0.00547 0.00685 0.00533 0.0024 0.00132 0.03 0.90 1.13 0.14 0.06 2.26 0.46 2.72 185 583848.71 4138711.87 1.5 0.0022 0.00488 0.00686 0.00559 0.00261 0.0022 0.00488 0.00686 0.00559 0.00261 0.00154 0.03 0.80 1.13 0.14 0.07 2.17 0.54 2.71 116 583778.99 4138864.53 1.5 0.00282 0.00624 0.00759 0.00583 0.00259 0.00282 0.00624 0.00759 0.00583 0.00259 0.00052 0.04 1.02 1.25 0.15 0.07 2.53 0.18 2.71 99 583782.28 4138849.23 1.5 0.00292 0.00647 0.00722 0.00533 0.00228 0.00292 0.00647 0.00722 0.00533 0.00228 0.00063 0.04 1.06 1.19 0.14 0.06 2.49 0.22 2.71 184 583844.32 4138717.32 1.5 0.00221 0.0049 0.00678 0.00549 0.00255 0.00221 0.0049 0.00678 0.00549 0.00255 0.00149 0.03 0.80 1.11 0.14 0.07 2.16 0.52 2.68 195 583819.04 4138759.88 1.5 0.00246 0.00546 0.00669 0.00515 0.0023 0.00246 0.00546 0.00669 0.00515 0.0023 0.00127 0.03 0.90 1.10 0.13 0.06 2.22 0.45 2.67 183 583839.93 4138722.77 1.5 0.00222 0.00492 0.00669 0.00538 0.00249 0.00222 0.00492 0.00669 0.00538 0.00249 0.00145 0.03 0.81 1.10 0.14 0.06 2.14 0.51 2.65133 583775.7 4138879.83 1.5 0.00247 0.00547 0.00783 0.00642 0.00301 0.00247 0.00547 0.00783 0.00642 0.00301 0.00044 0.03 0.90 1.29 0.17 0.08 2.46 0.15 2.62 182 583835.54 4138728.22 1.5 0.00223 0.00493 0.00658 0.00526 0.00242 0.00223 0.00493 0.00658 0.00526 0.00242 0.0014 0.03 0.81 1.08 0.14 0.06 2.12 0.49 2.61 194 583814.65 4138765.33 1.5 0.00245 0.00542 0.00651 0.00497 0.0022 0.00245 0.00542 0.00651 0.00497 0.0022 0.00122 0.03 0.89 1.07 0.13 0.06 2.18 0.43 2.61 212 583790.44 4138817.73 1.5 0.00274 0.00606 0.00654 0.00474 0.00199 0.00274 0.00606 0.00654 0.00474 0.00199 0.00087 0.04 1.00 1.07 0.12 0.05 2.28 0.30 2.59181 583831.15 4138733.68 1.5 0.00223 0.00494 0.00647 0.00512 0.00234 0.00223 0.00494 0.00647 0.00512 0.00234 0.00135 0.03 0.81 1.06 0.13 0.06 2.10 0.47 2.57193 583810.26 4138770.78 1.5 0.00243 0.00537 0.00633 0.00479 0.0021 0.00243 0.00537 0.00633 0.00479 0.0021 0.00116 0.03 0.88 1.04 0.12 0.05 2.13 0.41 2.54 180 583826.76 4138739.13 1.5 0.00223 0.00493 0.00634 0.00498 0.00226 0.00223 0.00493 0.00634 0.00498 0.00226 0.00131 0.03 0.81 1.04 0.13 0.06 2.07 0.46 2.53179 583822.37 4138744.58 1.5 0.00222 0.00492 0.0062 0.00483 0.00218 0.00222 0.00492 0.0062 0.00483 0.00218 0.00126 0.03 0.81 1.02 0.12 0.06 2.04 0.44 2.48 166 583843.26 4138707.48 1.5 0.00203 0.00449 0.00617 0.00498 0.00231 0.00203 0.00449 0.00617 0.00498 0.00231 0.00142 0.03 0.74 1.01 0.13 0.06 1.97 0.50 2.46 98 583777.9 4138854.69 1.5 0.00256 0.00568 0.00671 0.00508 0.00223 0.00256 0.00568 0.00671 0.00508 0.00223 0.00055 0.03 0.93 1.10 0.13 0.06 2.26 0.19 2.45 203 583793.76 4138802.43 1.5 0.0025 0.00554 0.0061 0.00447 0.0019 0.0025 0.00554 0.0061 0.00447 0.0019 0.00093 0.03 0.91 1.00 0.12 0.05 2.11 0.33 2.44 165 583838.87 4138712.93 1.5 0.00203 0.00449 0.00608 0.00488 0.00225 0.00203 0.00449 0.00608 0.00488 0.00225 0.00138 0.03 0.74 1.00 0.13 0.06 1.95 0.48 2.43178 583817.98 4138750.03 1.5 0.00221 0.00489 0.00605 0.00467 0.00209 0.00221 0.00489 0.00605 0.00467 0.00209 0.00121 0.03 0.80 0.99 0.12 0.05 2.00 0.42 2.43211 583786.05 4138823.18 1.5 0.00257 0.00569 0.00621 0.00452 0.00191 0.00257 0.00569 0.00621 0.00452 0.00191 0.00077 0.03 0.93 1.02 0.12 0.05 2.16 0.27 2.43 86 583781.19 4138839.39 1.5 0.00258 0.00572 0.00638 0.0047 0.00201 0.00258 0.00572 0.00638 0.0047 0.00201 0.00065 0.04 0.94 1.05 0.12 0.05 2.20 0.23 2.42 115 583774.61 4138869.99 1.5 0.00236 0.00523 0.00696 0.00555 0.00255 0.00236 0.00523 0.00696 0.00555 0.00255 0.00046 0.03 0.86 1.14 0.14 0.07 2.24 0.16 2.40164 583834.48 4138718.38 1.5 0.00203 0.00449 0.00598 0.00477 0.00219 0.00203 0.00449 0.00598 0.00477 0.00219 0.00133 0.03 0.74 0.98 0.12 0.06 1.93 0.47 2.39192 583801.48 4138781.69 1.5 0.00234 0.00518 0.00593 0.00442 0.00191 0.00234 0.00518 0.00593 0.00442 0.00191 0.00104 0.03 0.85 0.97 0.11 0.05 2.02 0.36 2.38177 583813.59 4138755.49 1.5 0.00219 0.00485 0.00589 0.00452 0.00201 0.00219 0.00485 0.00589 0.00452 0.00201 0.00116 0.03 0.80 0.97 0.12 0.05 1.96 0.41 2.37163 583830.09 4138723.83 1.5 0.00203 0.00449 0.00588 0.00466 0.00213 0.00203 0.00449 0.00588 0.00466 0.00213 0.00129 0.03 0.74 0.97 0.12 0.06 1.91 0.45 2.36162 583825.7 4138729.29 1.5 0.00202 0.00447 0.00576 0.00453 0.00206 0.00202 0.00447 0.00576 0.00453 0.00206 0.00125 0.03 0.73 0.95 0.12 0.05 1.88 0.44 2.32 202 583789.37 4138807.88 1.5 0.00239 0.00529 0.00583 0.00427 0.00181 0.00239 0.00529 0.00583 0.00427 0.00181 0.00085 0.03 0.87 0.96 0.11 0.05 2.02 0.30 2.31176 583809.2 4138760.94 1.5 0.00216 0.00479 0.00572 0.00435 0.00192 0.00216 0.00479 0.00572 0.00435 0.00192 0.00111 0.03 0.79 0.94 0.11 0.05 1.92 0.39 2.31 191 583797.09 4138787.14 1.5 0.00228 0.00505 0.00571 0.00423 0.00182 0.00228 0.00505 0.00571 0.00423 0.00182 0.00097 0.03 0.83 0.94 0.11 0.05 1.95 0.34 2.29132 583771.33 4138885.3 1.5 0.00196 0.00433 0.00708 0.00605 0.00294 0.00196 0.00433 0.00708 0.00605 0.00294 0.00041 0.03 0.71 1.16 0.16 0.08 2.13 0.14 2.28 161 583821.31 4138734.74 1.5 0.00201 0.00445 0.00563 0.0044 0.00199 0.00201 0.00445 0.00563 0.0044 0.00199 0.0012 0.03 0.73 0.92 0.11 0.05 1.85 0.42 2.27 150 583837.8 4138703.09 1.5 0.00186 0.00412 0.00555 0.00444 0.00205 0.00186 0.00412 0.00555 0.00444 0.00205 0.00131 0.03 0.68 0.91 0.11 0.05 1.78 0.46 2.24 175 583804.81 4138766.39 1.5 0.00213 0.00471 0.00554 0.00419 0.00184 0.00213 0.00471 0.00554 0.00419 0.00184 0.00105 0.03 0.77 0.91 0.11 0.05 1.87 0.37 2.24160 583816.92 4138740.19 1.5 0.00199 0.00441 0.00549 0.00426 0.00191 0.00199 0.00441 0.00549 0.00426 0.00191 0.00116 0.03 0.72 0.90 0.11 0.05 1.81 0.41 2.22 85 583776.81 4138844.85 1.5 0.00231 0.00512 0.00595 0.00447 0.00195 0.00231 0.00512 0.00595 0.00447 0.00195 0.00056 0.03 0.84 0.98 0.12 0.05 2.02 0.20 2.21 149 583833.41 4138708.54 1.5 0.00186 0.00411 0.00546 0.00435 0.002 0.00186 0.00411 0.00546 0.00435 0.002 0.00127 0.03 0.68 0.90 0.11 0.05 1.76 0.45 2.21 97 583773.52 4138860.15 1.5 0.0022 0.00488 0.00618 0.00483 0.00218 0.0022 0.00488 0.00618 0.00483 0.00218 0.00048 0.03 0.80 1.02 0.12 0.06 2.03 0.17 2.20 190 583792.7 4138792.59 1.5 0.0022 0.00487 0.00548 0.00405 0.00174 0.0022 0.00487 0.00548 0.00405 0.00174 0.00089 0.03 0.80 0.90 0.10 0.04 1.88 0.31 2.19 201 583784.98 4138813.34 1.5 0.00226 0.005 0.00554 0.00407 0.00173 0.00226 0.005 0.00554 0.00407 0.00173 0.00076 0.03 0.82 0.91 0.11 0.04 1.91 0.27 2.18 148 583829.02 4138713.99 1.5 0.00185 0.0041 0.00536 0.00425 0.00194 0.00185 0.0041 0.00536 0.00425 0.00194 0.00123 0.03 0.67 0.88 0.11 0.05 1.74 0.43 2.17 159 583812.53 4138745.64 1.5 0.00197 0.00436 0.00535 0.00412 0.00184 0.00197 0.00436 0.00535 0.00412 0.00184 0.00111 0.03 0.72 0.88 0.11 0.05 1.78 0.39 2.16174 583800.42 4138771.84 1.5 0.00208 0.00461 0.00535 0.00402 0.00175 0.00208 0.00461 0.00535 0.00402 0.00175 0.00099 0.03 0.76 0.88 0.10 0.05 1.81 0.35 2.16147 583824.63 4138719.44 1.5 0.00184 0.00407 0.00525 0.00414 0.00188 0.00184 0.00407 0.00525 0.00414 0.00188 0.00119 0.03 0.67 0.86 0.11 0.05 1.71 0.42 2.13114 583770.24 4138875.46 1.5 0.00194 0.00429 0.00633 0.00524 0.00248 0.00194 0.00429 0.00633 0.00524 0.00248 0.00041 0.03 0.70 1.04 0.14 0.06 1.97 0.14 2.11158 583808.14 4138751.1 1.5 0.00194 0.0043 0.00519 0.00397 0.00176 0.00194 0.0043 0.00519 0.00397 0.00176 0.00106 0.03 0.71 0.85 0.10 0.05 1.73 0.37 2.10 146 583820.24 4138724.9 1.5 0.00183 0.00404 0.00514 0.00402 0.00182 0.00183 0.00404 0.00514 0.00402 0.00182 0.00115 0.02 0.66 0.84 0.10 0.05 1.68 0.40 2.09 189 583788.31 4138798.04 1.5 0.00211 0.00467 0.00523 0.00386 0.00166 0.00211 0.00467 0.00523 0.00386 0.00166 0.00082 0.03 0.77 0.86 0.10 0.04 1.80 0.29 2.08173 583796.03 4138777.3 1.5 0.00202 0.00448 0.00515 0.00385 0.00167 0.00202 0.00448 0.00515 0.00385 0.00167 0.00093 0.03 0.74 0.85 0.10 0.04 1.75 0.33 2.08 157 583803.75 4138756.55 1.5 0.00191 0.00422 0.00503 0.00383 0.00169 0.00191 0.00422 0.00503 0.00383 0.00169 0.001 0.03 0.69 0.83 0.10 0.04 1.69 0.35 2.04 145 583815.85 4138730.35 1.5 0.00181 0.004 0.00501 0.0039 0.00175 0.00181 0.004 0.00501 0.0039 0.00175 0.0011 0.02 0.66 0.82 0.10 0.05 1.65 0.39 2.04 200 583780.59 4138818.79 1.5 0.00211 0.00467 0.00523 0.00387 0.00166 0.00211 0.00467 0.00523 0.00387 0.00166 0.00068 0.03 0.77 0.86 0.10 0.04 1.80 0.24 2.04 76 583775.72 4138835.01 1.5 0.00208 0.0046 0.00531 0.00398 0.00173 0.00208 0.0046 0.00531 0.00398 0.00173 0.00058 0.03 0.76 0.87 0.10 0.04 1.80 0.20 2.01 84 583772.44 4138850.32 1.5 0.00203 0.00449 0.00551 0.00424 0.00189 0.00203 0.00449 0.00551 0.00424 0.00189 0.0005 0.03 0.74 0.90 0.11 0.05 1.83 0.18 2.00 172 583791.64 4138782.75 1.5 0.00196 0.00433 0.00495 0.00369 0.0016 0.00196 0.00433 0.00495 0.00369 0.0016 0.00086 0.03 0.71 0.81 0.10 0.04 1.69 0.30 1.99 144 583811.46 4138735.8 1.5 0.00179 0.00395 0.00488 0.00377 0.00169 0.00179 0.00395 0.00488 0.00377 0.00169 0.00106 0.02 0.65 0.80 0.10 0.04 1.62 0.37 1.99 188 583783.92 4138803.49 1.5 0.002 0.00443 0.00498 0.00368 0.00158 0.002 0.00443 0.00498 0.00368 0.00158 0.00075 0.03 0.73 0.82 0.10 0.04 1.71 0.26 1.97 156 583799.36 4138762 1.5 0.00186 0.00413 0.00486 0.00368 0.00161 0.00186 0.00413 0.00486 0.00368 0.00161 0.00095 0.03 0.68 0.80 0.10 0.04 1.64 0.33 1.97 131 583766.95 4138890.76 1.5 0.00153 0.00338 0.00634 0.00563 0.00281 0.00153 0.00338 0.00634 0.00563 0.00281 0.00038 0.02 0.56 1.04 0.15 0.07 1.84 0.13 1.97 96 583769.15 4138865.62 1.5 0.00186 0.00411 0.00565 0.00456 0.00211 0.00186 0.00411 0.00565 0.00456 0.00211 0.00043 0.03 0.68 0.93 0.12 0.05 1.80 0.15 1.95 143 583807.07 4138741.25 1.5 0.00176 0.00389 0.00474 0.00364 0.00162 0.00176 0.00389 0.00474 0.00364 0.00162 0.00101 0.02 0.64 0.78 0.09 0.04 1.58 0.35 1.93171 583787.25 4138788.2 1.5 0.00188 0.00416 0.00473 0.00352 0.00152 0.00188 0.00416 0.00473 0.00352 0.00152 0.0008 0.03 0.68 0.78 0.09 0.04 1.62 0.28 1.90 155 583794.97 4138767.45 1.5 0.00181 0.00401 0.00468 0.00353 0.00154 0.00181 0.00401 0.00468 0.00353 0.00154 0.00089 0.02 0.66 0.77 0.09 0.04 1.58 0.31 1.89142 583802.68 4138746.71 1.5 0.00172 0.00381 0.00459 0.00351 0.00155 0.00172 0.00381 0.00459 0.00351 0.00155 0.00096 0.02 0.63 0.75 0.09 0.04 1.53 0.34 1.87187 583779.53 4138808.95 1.5 0.00188 0.00416 0.00471 0.0035 0.00151 0.00188 0.00416 0.00471 0.0035 0.00151 0.00068 0.03 0.68 0.77 0.09 0.04 1.61 0.24 1.85 113 583765.86 4138880.92 1.5 0.00156 0.00346 0.0057 0.00489 0.00238 0.00156 0.00346 0.0057 0.00489 0.00238 0.00038 0.02 0.57 0.94 0.13 0.06 1.71 0.13 1.85 75 583771.35 4138840.48 1.5 0.00185 0.0041 0.00493 0.00377 0.00167 0.00185 0.0041 0.00493 0.00377 0.00167 0.00051 0.03 0.67 0.81 0.10 0.04 1.65 0.18 1.83 141 583798.29 4138752.16 1.5 0.00168 0.00372 0.00444 0.00337 0.00149 0.00168 0.00372 0.00444 0.00337 0.00149 0.00091 0.02 0.61 0.73 0.09 0.04 1.49 0.32 1.81170 583782.86 4138793.65 1.5 0.00179 0.00396 0.00451 0.00336 0.00145 0.00179 0.00396 0.00451 0.00336 0.00145 0.00073 0.02 0.65 0.74 0.09 0.04 1.54 0.26 1.80140 583793.9 4138757.61 1.5 0.00164 0.00362 0.00427 0.00324 0.00142 0.00164 0.00362 0.00427 0.00324 0.00142 0.00086 0.02 0.59 0.70 0.08 0.04 1.44 0.30 1.74 186 583775.14 4138814.4 1.5 0.00175 0.00387 0.00444 0.00332 0.00144 0.00175 0.00387 0.00444 0.00332 0.00144 0.00061 0.02 0.64 0.73 0.09 0.04 1.51 0.21 1.73 95 583764.77 4138871.08 1.5 0.00154 0.00341 0.00512 0.00427 0.00203 0.00154 0.00341 0.00512 0.00427 0.00203 0.00039 0.02 0.56 0.84 0.11 0.05 1.58 0.14 1.72 130 583762.57 4138896.23 1.5 0.00119 0.00264 0.00562 0.00514 0.00262 0.00119 0.00264 0.00562 0.00514 0.00262 0.00037 0.02 0.43 0.92 0.13 0.07 1.57 0.13 1.70169 583778.47 4138799.1 1.5 0.00169 0.00373 0.00427 0.00319 0.00138 0.00169 0.00373 0.00427 0.00319 0.00138 0.00067 0.02 0.61 0.70 0.08 0.04 1.46 0.23 1.69 67 583770.26 4138830.64 1.5 0.00169 0.00374 0.00445 0.00338 0.00149 0.00169 0.00374 0.00445 0.00338 0.00149 0.00052 0.02 0.61 0.73 0.09 0.04 1.49 0.18 1.68 139 583789.51 4138763.06 1.5 0.00158 0.0035 0.00411 0.0031 0.00136 0.00158 0.0035 0.00411 0.0031 0.00136 0.00081 0.02 0.57 0.68 0.08 0.04 1.39 0.28 1.67 74 583766.97 4138845.94 1.5 0.00163 0.00361 0.00456 0.00356 0.0016 0.00163 0.00361 0.00456 0.00356 0.0016 0.00046 0.02 0.59 0.75 0.09 0.04 1.50 0.16 1.66 112 583761.49 4138886.39 1.5 0.00125 0.00276 0.0051 0.00451 0.00224 0.00125 0.00276 0.0051 0.00451 0.00224 0.00036 0.02 0.45 0.84 0.12 0.06 1.48 0.13 1.61 168 583774.08 4138804.56 1.5 0.00158 0.00349 0.00404 0.00303 0.00132 0.00158 0.00349 0.00404 0.00303 0.00132 0.00061 0.02 0.57 0.66 0.08 0.03 1.37 0.21 1.58154 583777.41 4138789.26 1.5 0.00152 0.00337 0.0039 0.00293 0.00127 0.00152 0.00337 0.0039 0.00293 0.00127 0.00066 0.02 0.55 0.64 0.08 0.03 1.32 0.23 1.55 66 583765.88 4138836.1 1.5 0.00151 0.00334 0.00412 0.00319 0.00143 0.00151 0.00334 0.00412 0.00319 0.00143 0.00047 0.02 0.55 0.68 0.08 0.04 1.37 0.16 1.53 94 583760.4 4138876.55 1.5 0.00126 0.00279 0.00461 0.00396 0.00193 0.00126 0.00279 0.00461 0.00396 0.00193 0.00036 0.02 0.46 0.76 0.10 0.05 1.38 0.13 1.51 129 583758.2 4138901.69 1.5 0.00096 0.00212 0.00495 0.00461 0.00237 0.00096 0.00212 0.00495 0.00461 0.00237 0.00036 0.01 0.35 0.81 0.12 0.06 1.35 0.13 1.48 167 583769.69 4138810.01 1.5 0.00146 0.00323 0.0038 0.00287 0.00126 0.00146 0.00323 0.0038 0.00287 0.00126 0.00055 0.02 0.53 0.62 0.07 0.03 1.28 0.19 1.47 153 583773.02 4138794.71 1.5 0.00143 0.00317 0.00369 0.00278 0.00121 0.00143 0.00317 0.00369 0.00278 0.00121 0.0006 0.02 0.52 0.61 0.07 0.03 1.25 0.21 1.46 57 583764.8 4138826.26 1.5 0.00139 0.00309 0.00376 0.00289 0.00128 0.00139 0.00309 0.00376 0.00289 0.00128 0.00048 0.02 0.51 0.62 0.07 0.03 1.25 0.17 1.42 111 583757.11 4138891.85 1.5 0.001 0.00221 0.00452 0.00409 0.00207 0.001 0.00221 0.00452 0.00409 0.00207 0.00034 0.01 0.36 0.74 0.11 0.05 1.28 0.12 1.40 65 583761.51 4138841.56 1.5 0.00133 0.00294 0.0038 0.003 0.00136 0.00133 0.00294 0.0038 0.003 0.00136 0.00042 0.02 0.48 0.62 0.08 0.04 1.24 0.15 1.39 152 583768.63 4138800.17 1.5 0.00134 0.00296 0.00348 0.00263 0.00115 0.00134 0.00296 0.00348 0.00263 0.00115 0.00055 0.02 0.49 0.57 0.07 0.03 1.17 0.19 1.37 93 583756.02 4138882.01 1.5 0.00103 0.00227 0.00412 0.00362 0.0018 0.00103 0.00227 0.00412 0.00362 0.0018 0.00034 0.01 0.37 0.68 0.09 0.05 1.20 0.12 1.3256 583760.42 4138831.72 1.5 0.00125 0.00276 0.00348 0.00271 0.00122 0.00125 0.00276 0.00348 0.00271 0.00122 0.00043 0.02 0.45 0.57 0.07 0.03 1.14 0.15 1.29 128 583753.82 4138907.15 1.5 0.00081 0.00179 0.00431 0.00404 0.00209 0.00081 0.00179 0.00431 0.00404 0.00209 0.00035 0.01 0.29 0.71 0.10 0.05 1.17 0.12 1.29151 583764.24 4138805.62 1.5 0.00123 0.00273 0.00326 0.00249 0.0011 0.00123 0.00273 0.00326 0.00249 0.0011 0.0005 0.02 0.45 0.54 0.06 0.03 1.09 0.18 1.27 64 583757.13 4138847.03 1.5 0.00116 0.00256 0.00348 0.0028 0.0013 0.00116 0.00256 0.00348 0.0028 0.0013 0.00038 0.02 0.42 0.57 0.07 0.03 1.11 0.13 1.25 110 583752.73 4138897.31 1.5 0.00082 0.00182 0.00397 0.00365 0.00186 0.00082 0.00182 0.00397 0.00365 0.00186 0.00033 0.01 0.30 0.65 0.09 0.05 1.10 0.12 1.22 55 583756.05 4138837.19 1.5 0.0011 0.00244 0.0032 0.00254 0.00116 0.0011 0.00244 0.0032 0.00254 0.00116 0.00039 0.01 0.40 0.53 0.07 0.03 1.04 0.14 1.17 92 583751.65 4138887.47 1.5 0.00084 0.00187 0.00365 0.00328 0.00164 0.00084 0.00187 0.00365 0.00328 0.00164 0.00032 0.01 0.31 0.60 0.08 0.04 1.05 0.11 1.16 127 583749.45 4138912.62 1.5 0.00071 0.00158 0.00371 0.00346 0.00178 0.00071 0.00158 0.00371 0.00346 0.00178 0.00034 0.01 0.26 0.61 0.09 0.05 1.01 0.12 1.13 36 583754.96 4138827.35 1.5 0.00104 0.00231 0.00296 0.00232 0.00105 0.00104 0.00231 0.00296 0.00232 0.00105 0.0004 0.01 0.38 0.49 0.06 0.03 0.97 0.14 1.11 83 583750.56 4138877.63 1.5 0.00086 0.0019 0.00336 0.00294 0.00145 0.00086 0.0019 0.00336 0.00294 0.00145 0.00032 0.01 0.31 0.55 0.08 0.04 0.99 0.11 1.10 109 583748.36 4138902.78 1.5 0.0007 0.00155 0.00346 0.0032 0.00164 0.0007 0.00155 0.00346 0.0032 0.00164 0.00032 0.01 0.25 0.57 0.08 0.04 0.96 0.11 1.07 398 583793.75 4138663.96 1.5 0.00088 0.00196 0.00245 0.00191 0.00086 0.00088 0.00196 0.00245 0.00191 0.00086 0.00073 0.01 0.32 0.40 0.05 0.02 0.81 0.26 1.06 54 583751.67 4138842.65 1.5 0.00096 0.00213 0.00293 0.00237 0.0011 0.00096 0.00213 0.00293 0.00237 0.0011 0.00036 0.01 0.35 0.48 0.06 0.03 0.93 0.13 1.06 393 583789.44 4138669.47 1.5 0.00086 0.00191 0.00239 0.00185 0.00083 0.00086 0.00191 0.00239 0.00185 0.00083 0.0007 0.01 0.31 0.39 0.05 0.02 0.79 0.25 1.03 91 583747.27 4138892.94 1.5 0.00071 0.00156 0.00321 0.00292 0.00148 0.00071 0.00156 0.00321 0.00292 0.00148 0.00031 0.01 0.26 0.53 0.08 0.04 0.91 0.11 1.02 35 583750.58 4138832.81 1.5 0.00092 0.00205 0.00272 0.00217 0.001 0.00092 0.00205 0.00272 0.00217 0.001 0.00037 0.01 0.34 0.45 0.06 0.03 0.88 0.13 1.01 126 583745.07 4138918.08 1.5 0.00065 0.00145 0.00316 0.00291 0.00148 0.00065 0.00145 0.00316 0.00291 0.00148 0.00034 0.01 0.24 0.52 0.08 0.04 0.88 0.12 1.00388 583781.9 4138680.41 1.5 0.00083 0.00184 0.00228 0.00176 0.00079 0.00083 0.00184 0.00228 0.00176 0.00079 0.00066 0.01 0.30 0.37 0.05 0.02 0.75 0.23 0.99 399 583788.23 4138659.65 1.5 0.00081 0.00179 0.00224 0.00174 0.00078 0.00081 0.00179 0.00224 0.00174 0.00078 0.00068 0.01 0.29 0.37 0.04 0.02 0.74 0.24 0.98 82 583746.18 4138883.1 1.5 0.00072 0.00159 0.00298 0.00265 0.00132 0.00072 0.00159 0.00298 0.00265 0.00132 0.0003 0.01 0.26 0.49 0.07 0.03 0.86 0.11 0.9718 583749.49 4138822.97 1.5 0.00088 0.00196 0.00254 0.002 0.00091 0.00088 0.00196 0.00254 0.002 0.00091 0.00037 0.01 0.32 0.42 0.05 0.02 0.83 0.13 0.96 53 583747.29 4138848.12 1.5 0.00084 0.00185 0.00267 0.00219 0.00103 0.00084 0.00185 0.00267 0.00219 0.00103 0.00033 0.01 0.30 0.44 0.06 0.03 0.84 0.12 0.95 383 583777.59 4138685.93 1.5 0.00081 0.00179 0.00221 0.0017 0.00076 0.00081 0.00179 0.00221 0.0017 0.00076 0.00063 0.01 0.29 0.36 0.04 0.02 0.73 0.22 0.95 394 583783.92 4138665.17 1.5 0.00079 0.00175 0.00218 0.00169 0.00076 0.00079 0.00175 0.00218 0.00169 0.00076 0.00066 0.01 0.29 0.36 0.04 0.02 0.72 0.23 0.95108 583743.98 4138908.24 1.5 0.00062 0.00137 0.00299 0.00275 0.00141 0.00062 0.00137 0.00299 0.00275 0.00141 0.00032 0.01 0.23 0.49 0.07 0.04 0.83 0.11 0.94 73 583745.09 4138873.26 1.5 0.00072 0.0016 0.00277 0.00241 0.00118 0.00072 0.0016 0.00277 0.00241 0.00118 0.0003 0.01 0.26 0.45 0.06 0.03 0.82 0.11 0.93 34 583746.21 4138838.28 1.5 0.00081 0.0018 0.00249 0.00202 0.00094 0.00081 0.0018 0.00249 0.00202 0.00094 0.00034 0.01 0.30 0.41 0.05 0.02 0.79 0.12 0.91 389 583776.38 4138676.1 1.5 0.00076 0.00168 0.00207 0.0016 0.00072 0.00076 0.00168 0.00207 0.0016 0.00072 0.00062 0.01 0.28 0.34 0.04 0.02 0.69 0.22 0.90 400 583782.71 4138655.34 1.5 0.00074 0.00164 0.00205 0.00159 0.00071 0.00074 0.00164 0.00205 0.00159 0.00071 0.00064 0.01 0.27 0.34 0.04 0.02 0.68 0.22 0.90 90 583742.89 4138898.4 1.5 0.00061 0.00135 0.00281 0.00256 0.0013 0.00061 0.00135 0.00281 0.00256 0.0013 0.0003 0.01 0.22 0.46 0.07 0.03 0.79 0.11 0.90 125 583740.69 4138923.54 1.5 0.00061 0.00135 0.00267 0.00241 0.00121 0.00061 0.00135 0.00267 0.00241 0.00121 0.00033 0.01 0.22 0.44 0.06 0.03 0.76 0.12 0.88395 583778.4 4138660.86 1.5 0.00072 0.0016 0.00199 0.00154 0.00069 0.00072 0.0016 0.00199 0.00154 0.00069 0.00062 0.01 0.26 0.33 0.04 0.02 0.66 0.22 0.87 384 583772.07 4138681.62 1.5 0.00074 0.00163 0.00201 0.00155 0.00069 0.00074 0.00163 0.00201 0.00155 0.00069 0.00059 0.01 0.27 0.33 0.04 0.02 0.67 0.21 0.87 17 583745.12 4138828.44 1.5 0.00079 0.00174 0.00233 0.00187 0.00086 0.00079 0.00174 0.00233 0.00187 0.00086 0.00034 0.01 0.29 0.38 0.05 0.02 0.75 0.12 0.87 378 583766.43 4138699.17 1.5 0.00074 0.00164 0.002 0.00154 0.00069 0.00074 0.00164 0.002 0.00154 0.00069 0.00056 0.01 0.27 0.33 0.04 0.02 0.67 0.20 0.86 81 583741.81 4138888.56 1.5 0.00061 0.00135 0.00263 0.00236 0.00118 0.00061 0.00135 0.00263 0.00236 0.00118 0.00029 0.01 0.22 0.43 0.06 0.03 0.75 0.10 0.86 52 583742.92 4138853.58 1.5 0.00072 0.0016 0.00242 0.00202 0.00096 0.00072 0.0016 0.00242 0.00202 0.00096 0.0003 0.01 0.26 0.40 0.05 0.02 0.75 0.11 0.85 107 583739.61 4138913.7 1.5 0.00056 0.00125 0.00257 0.00234 0.00118 0.00056 0.00125 0.00257 0.00234 0.00118 0.00031 0.01 0.21 0.42 0.06 0.03 0.73 0.11 0.83 401 583777.19 4138651.03 1.5 0.00068 0.00151 0.00187 0.00145 0.00065 0.00068 0.00151 0.00187 0.00145 0.00065 0.0006 0.01 0.25 0.31 0.04 0.02 0.62 0.21 0.83 390 583770.86 4138671.8 1.5 0.00069 0.00153 0.00189 0.00146 0.00065 0.00069 0.00153 0.00189 0.00146 0.00065 0.00058 0.01 0.25 0.31 0.04 0.02 0.63 0.20 0.83 373 583762.12 4138704.69 1.5 0.00071 0.00158 0.00192 0.00148 0.00066 0.00071 0.00158 0.00192 0.00148 0.00066 0.00053 0.01 0.26 0.32 0.04 0.02 0.64 0.19 0.83 33 583741.83 4138843.74 1.5 0.00071 0.00157 0.00227 0.00187 0.00088 0.00071 0.00157 0.00227 0.00187 0.00088 0.00031 0.01 0.26 0.37 0.05 0.02 0.71 0.11 0.82 72 583740.72 4138878.72 1.5 0.00062 0.00136 0.00247 0.00217 0.00108 0.00062 0.00136 0.00247 0.00217 0.00108 0.00028 0.01 0.22 0.41 0.06 0.03 0.72 0.10 0.82 396 583772.89 4138656.55 1.5 0.00066 0.00147 0.00182 0.00141 0.00063 0.00066 0.00147 0.00182 0.00141 0.00063 0.00058 0.01 0.24 0.30 0.04 0.02 0.60 0.20 0.81385 583766.55 4138677.31 1.5 0.00067 0.00149 0.00183 0.00141 0.00063 0.00067 0.00149 0.00183 0.00141 0.00063 0.00056 0.01 0.24 0.30 0.04 0.02 0.61 0.20 0.80 16 583740.74 4138833.9 1.5 0.0007 0.00154 0.00214 0.00173 0.00081 0.0007 0.00154 0.00214 0.00173 0.00081 0.00032 0.01 0.25 0.35 0.04 0.02 0.68 0.11 0.79 63 583739.63 4138868.88 1.5 0.00062 0.00137 0.00232 0.002 0.00098 0.00062 0.00137 0.00232 0.002 0.00098 0.00028 0.01 0.23 0.38 0.05 0.03 0.69 0.10 0.79 379 583760.91 4138694.86 1.5 0.00067 0.00148 0.00181 0.0014 0.00062 0.00067 0.00148 0.00181 0.0014 0.00062 0.00053 0.01 0.24 0.30 0.04 0.02 0.60 0.19 0.79 124 583736.32 4138929.01 1.5 0.00057 0.00127 0.00226 0.00199 0.00098 0.00057 0.00127 0.00226 0.00199 0.00098 0.00033 0.01 0.21 0.37 0.05 0.03 0.66 0.12 0.78402 583771.68 4138646.73 1.5 0.00063 0.00139 0.00172 0.00133 0.0006 0.00063 0.00139 0.00172 0.00133 0.0006 0.00057 0.01 0.23 0.28 0.03 0.02 0.57 0.20 0.77 391 583765.35 4138667.49 1.5 0.00063 0.0014 0.00173 0.00133 0.0006 0.00063 0.0014 0.00173 0.00133 0.0006 0.00055 0.01 0.23 0.28 0.03 0.02 0.57 0.19 0.77 368 583754.25 4138715.3 1.5 0.00066 0.00146 0.00178 0.00137 0.00061 0.00066 0.00146 0.00178 0.00137 0.00061 0.00049 0.01 0.24 0.29 0.04 0.02 0.59 0.17 0.76 51 583738.54 4138859.04 1.5 0.00062 0.00138 0.00218 0.00185 0.00089 0.00062 0.00138 0.00218 0.00185 0.00089 0.00028 0.01 0.23 0.36 0.05 0.02 0.66 0.10 0.76 80 583737.43 4138894.03 1.5 0.00053 0.00118 0.00231 0.00208 0.00104 0.00053 0.00118 0.00231 0.00208 0.00104 0.00028 0.01 0.19 0.38 0.05 0.03 0.66 0.10 0.76 374 583756.6 4138700.38 1.5 0.00065 0.00143 0.00174 0.00134 0.0006 0.00065 0.00143 0.00174 0.00134 0.0006 0.0005 0.01 0.23 0.29 0.03 0.02 0.58 0.18 0.75 106 583735.23 4138919.17 1.5 0.00052 0.00116 0.00221 0.00197 0.00098 0.00052 0.00116 0.00221 0.00197 0.00098 0.00031 0.01 0.19 0.36 0.05 0.03 0.64 0.11 0.75397 583767.37 4138652.24 1.5 0.00061 0.00135 0.00167 0.00129 0.00058 0.00061 0.00135 0.00167 0.00129 0.00058 0.00055 0.01 0.22 0.27 0.03 0.01 0.55 0.19 0.75298 583742.32 4138780.73 1.5 0.00067 0.00149 0.00185 0.00143 0.00064 0.00067 0.00149 0.00185 0.00143 0.00064 0.00038 0.01 0.24 0.30 0.04 0.02 0.61 0.13 0.74 32 583737.45 4138849.2 1.5 0.00062 0.00137 0.00206 0.00172 0.00082 0.00062 0.00137 0.00206 0.00172 0.00082 0.00029 0.01 0.23 0.34 0.04 0.02 0.64 0.10 0.74 386 583761.04 4138673.01 1.5 0.00061 0.00136 0.00167 0.00129 0.00057 0.00061 0.00136 0.00167 0.00129 0.00057 0.00052 0.01 0.22 0.27 0.03 0.01 0.55 0.18 0.74 71 583736.34 4138884.19 1.5 0.00053 0.00118 0.00219 0.00194 0.00097 0.00053 0.00118 0.00219 0.00194 0.00097 0.00027 0.01 0.19 0.36 0.05 0.03 0.64 0.09 0.73 363 583749.94 4138720.82 1.5 0.00063 0.0014 0.0017 0.00131 0.00058 0.00063 0.0014 0.0017 0.00131 0.00058 0.00046 0.01 0.23 0.28 0.03 0.01 0.57 0.16 0.73 380 583755.39 4138690.56 1.5 0.00061 0.00135 0.00165 0.00127 0.00057 0.00061 0.00135 0.00165 0.00127 0.00057 0.0005 0.01 0.22 0.27 0.03 0.01 0.55 0.18 0.72 15 583736.37 4138839.36 1.5 0.00061 0.00136 0.00195 0.0016 0.00075 0.00061 0.00136 0.00195 0.0016 0.00075 0.00029 0.01 0.22 0.32 0.04 0.02 0.61 0.10 0.71 392 583759.83 4138663.18 1.5 0.00058 0.00129 0.00158 0.00122 0.00055 0.00058 0.00129 0.00158 0.00122 0.00055 0.00052 0.01 0.21 0.26 0.03 0.01 0.53 0.18 0.71 62 583735.25 4138874.35 1.5 0.00053 0.00118 0.00207 0.00181 0.00089 0.00053 0.00118 0.00207 0.00181 0.00089 0.00027 0.01 0.19 0.34 0.05 0.02 0.61 0.09 0.71 123 583731.94 4138934.47 1.5 0.00054 0.0012 0.00194 0.00166 0.0008 0.00054 0.0012 0.00194 0.00166 0.0008 0.00033 0.01 0.20 0.32 0.04 0.02 0.59 0.12 0.70 354 583742.06 4138753.66 1.5 0.00062 0.00137 0.00168 0.00129 0.00058 0.00062 0.00137 0.00168 0.00129 0.00058 0.0004 0.01 0.23 0.28 0.03 0.01 0.56 0.14 0.70 369 583748.73 4138710.99 1.5 0.0006 0.00132 0.00161 0.00124 0.00055 0.0006 0.00132 0.00161 0.00124 0.00055 0.00046 0.01 0.22 0.26 0.03 0.01 0.54 0.16 0.70 297 583737.9 4138786.16 1.5 0.00062 0.00138 0.00173 0.00134 0.0006 0.00062 0.00138 0.00173 0.00134 0.0006 0.00036 0.01 0.23 0.28 0.03 0.02 0.57 0.13 0.70 375 583751.09 4138696.07 1.5 0.00059 0.0013 0.00159 0.00122 0.00054 0.00059 0.0013 0.00159 0.00122 0.00054 0.00047 0.01 0.21 0.26 0.03 0.01 0.53 0.16 0.69 50 583734.17 4138864.51 1.5 0.00054 0.00119 0.00196 0.00168 0.00082 0.00054 0.00119 0.00196 0.00168 0.00082 0.00027 0.01 0.20 0.32 0.04 0.02 0.59 0.09 0.68 387 583755.52 4138668.7 1.5 0.00056 0.00124 0.00153 0.00118 0.00053 0.00056 0.00124 0.00153 0.00118 0.00053 0.0005 0.01 0.20 0.25 0.03 0.01 0.51 0.18 0.68 293 583736.89 4138776.31 1.5 0.0006 0.00132 0.00164 0.00127 0.00057 0.0006 0.00132 0.00164 0.00127 0.00057 0.00036 0.01 0.22 0.27 0.03 0.01 0.54 0.13 0.67 105 583730.86 4138924.63 1.5 0.00049 0.00109 0.0019 0.00166 0.00082 0.00049 0.00109 0.0019 0.00166 0.00082 0.0003 0.01 0.18 0.31 0.04 0.02 0.56 0.11 0.67 381 583749.88 4138686.25 1.5 0.00056 0.00123 0.00151 0.00116 0.00052 0.00056 0.00123 0.00151 0.00116 0.00052 0.00047 0.01 0.20 0.25 0.03 0.01 0.50 0.16 0.67 31 583733.08 4138854.67 1.5 0.00054 0.00119 0.00187 0.00157 0.00076 0.00054 0.00119 0.00187 0.00157 0.00076 0.00027 0.01 0.20 0.31 0.04 0.02 0.57 0.09 0.66 364 583744.43 4138716.51 1.5 0.00057 0.00126 0.00154 0.00118 0.00053 0.00057 0.00126 0.00154 0.00118 0.00053 0.00043 0.01 0.21 0.25 0.03 0.01 0.51 0.15 0.66349 583737.76 4138759.18 1.5 0.00058 0.00129 0.00158 0.00122 0.00055 0.00058 0.00129 0.00158 0.00122 0.00055 0.00038 0.01 0.21 0.26 0.03 0.01 0.53 0.13 0.66 70 583731.97 4138889.65 1.5 0.00047 0.00104 0.00193 0.00172 0.00086 0.00047 0.00104 0.00193 0.00172 0.00086 0.00026 0.01 0.17 0.32 0.04 0.02 0.56 0.09 0.65 14 583731.99 4138844.83 1.5 0.00054 0.00119 0.00178 0.00148 0.0007 0.00054 0.00119 0.00178 0.00148 0.0007 0.00027 0.01 0.20 0.29 0.04 0.02 0.55 0.09 0.65 122 583727.57 4138939.94 1.5 0.00051 0.00114 0.00171 0.00142 0.00068 0.00051 0.00114 0.00171 0.00142 0.00068 0.00033 0.01 0.19 0.28 0.04 0.02 0.53 0.12 0.64296 583733.48 4138791.59 1.5 0.00057 0.00126 0.00161 0.00126 0.00057 0.00057 0.00126 0.00161 0.00126 0.00057 0.00033 0.01 0.21 0.26 0.03 0.01 0.53 0.12 0.64370 583743.22 4138706.68 1.5 0.00054 0.0012 0.00147 0.00113 0.0005 0.00054 0.0012 0.00147 0.00113 0.0005 0.00043 0.01 0.20 0.24 0.03 0.01 0.49 0.15 0.64 376 583745.57 4138691.77 1.5 0.00053 0.00118 0.00144 0.00111 0.0005 0.00053 0.00118 0.00144 0.00111 0.0005 0.00045 0.01 0.19 0.24 0.03 0.01 0.48 0.16 0.64 355 583736.55 4138749.35 1.5 0.00055 0.00123 0.00151 0.00116 0.00052 0.00055 0.00123 0.00151 0.00116 0.00052 0.00038 0.01 0.20 0.25 0.03 0.01 0.50 0.13 0.63 61 583730.88 4138879.81 1.5 0.00047 0.00103 0.00184 0.00162 0.0008 0.00047 0.00103 0.00184 0.00162 0.0008 0.00026 0.01 0.17 0.30 0.04 0.02 0.54 0.09 0.63 292 583732.47 4138781.74 1.5 0.00055 0.00122 0.00154 0.0012 0.00054 0.00055 0.00122 0.00154 0.0012 0.00054 0.00034 0.01 0.20 0.25 0.03 0.01 0.51 0.12 0.62 382 583744.36 4138681.94 1.5 0.00051 0.00113 0.00138 0.00106 0.00047 0.00051 0.00113 0.00138 0.00106 0.00047 0.00044 0.01 0.19 0.23 0.03 0.01 0.46 0.15 0.61 49 583729.79 4138869.97 1.5 0.00047 0.00104 0.00176 0.00152 0.00074 0.00047 0.00104 0.00176 0.00152 0.00074 0.00025 0.01 0.17 0.29 0.04 0.02 0.52 0.09 0.61 365 583738.91 4138712.2 1.5 0.00052 0.00115 0.0014 0.00108 0.00048 0.00052 0.00115 0.0014 0.00108 0.00048 0.00041 0.01 0.19 0.23 0.03 0.01 0.47 0.14 0.61 104 583726.48 4138930.1 1.5 0.00046 0.00103 0.00166 0.00141 0.00068 0.00046 0.00103 0.00166 0.00141 0.00068 0.0003 0.01 0.17 0.27 0.04 0.02 0.50 0.11 0.61 121 583723.19 4138945.4 1.5 0.00049 0.00108 0.00154 0.00126 0.00059 0.00049 0.00108 0.00154 0.00126 0.00059 0.00033 0.01 0.18 0.25 0.03 0.02 0.48 0.12 0.60 350 583732.24 4138754.87 1.5 0.00052 0.00115 0.00142 0.0011 0.00049 0.00052 0.00115 0.00142 0.0011 0.00049 0.00036 0.01 0.19 0.23 0.03 0.01 0.47 0.13 0.60 30 583728.7 4138860.13 1.5 0.00047 0.00104 0.00168 0.00143 0.00069 0.00047 0.00104 0.00168 0.00143 0.00069 0.00025 0.01 0.17 0.28 0.04 0.02 0.51 0.09 0.60 295 583729.06 4138797.02 1.5 0.00052 0.00115 0.00149 0.00118 0.00054 0.00052 0.00115 0.00149 0.00118 0.00054 0.00031 0.01 0.19 0.24 0.03 0.01 0.49 0.11 0.59377 583740.05 4138687.46 1.5 0.00049 0.00108 0.00132 0.00102 0.00045 0.00049 0.00108 0.00132 0.00102 0.00045 0.00043 0.01 0.18 0.22 0.03 0.01 0.44 0.15 0.59371 583737.7 4138702.38 1.5 0.00049 0.00109 0.00134 0.00103 0.00046 0.00049 0.00109 0.00134 0.00103 0.00046 0.00041 0.01 0.18 0.22 0.03 0.01 0.44 0.14 0.59 13 583727.61 4138850.29 1.5 0.00047 0.00105 0.00161 0.00135 0.00065 0.00047 0.00105 0.00161 0.00135 0.00065 0.00026 0.01 0.17 0.26 0.03 0.02 0.50 0.09 0.59 291 583728.05 4138787.17 1.5 0.00051 0.00112 0.00143 0.00112 0.00051 0.00051 0.00112 0.00143 0.00112 0.00051 0.00032 0.01 0.18 0.23 0.03 0.01 0.47 0.11 0.58356 583731.03 4138745.04 1.5 0.0005 0.0011 0.00136 0.00105 0.00047 0.0005 0.0011 0.00136 0.00105 0.00047 0.00036 0.01 0.18 0.22 0.03 0.01 0.45 0.13 0.58 120 583718.82 4138950.86 1.5 0.00047 0.00103 0.00143 0.00115 0.00054 0.00047 0.00103 0.00143 0.00115 0.00054 0.00033 0.01 0.17 0.23 0.03 0.01 0.45 0.12 0.57 60 583726.5 4138885.27 1.5 0.00041 0.00092 0.00164 0.00144 0.00071 0.00041 0.00092 0.00164 0.00144 0.00071 0.00025 0.01 0.15 0.27 0.04 0.02 0.48 0.09 0.57 103 583722.1 4138935.56 1.5 0.00044 0.00098 0.00147 0.00123 0.00059 0.00044 0.00098 0.00147 0.00123 0.00059 0.0003 0.01 0.16 0.24 0.03 0.02 0.46 0.11 0.56 366 583733.39 4138707.89 1.5 0.00047 0.00104 0.00127 0.00098 0.00044 0.00047 0.00104 0.00127 0.00098 0.00044 0.00039 0.01 0.17 0.21 0.03 0.01 0.42 0.14 0.56 48 583725.42 4138875.43 1.5 0.00041 0.00092 0.00158 0.00137 0.00067 0.00041 0.00092 0.00158 0.00137 0.00067 0.00024 0.01 0.15 0.26 0.04 0.02 0.47 0.08 0.55 294 583724.64 4138802.44 1.5 0.00047 0.00105 0.00138 0.0011 0.0005 0.00047 0.00105 0.00138 0.0011 0.0005 0.00029 0.01 0.17 0.23 0.03 0.01 0.45 0.10 0.55 351 583726.72 4138750.56 1.5 0.00047 0.00104 0.00128 0.00099 0.00044 0.00047 0.00104 0.00128 0.00099 0.00044 0.00034 0.01 0.17 0.21 0.03 0.01 0.42 0.12 0.54372 583732.18 4138698.07 1.5 0.00045 0.001 0.00122 0.00094 0.00042 0.00045 0.001 0.00122 0.00094 0.00042 0.00039 0.01 0.16 0.20 0.02 0.01 0.41 0.14 0.54 344 583725.23 4138767.58 1.5 0.00047 0.00104 0.0013 0.00101 0.00046 0.00047 0.00104 0.0013 0.00101 0.00046 0.00032 0.01 0.17 0.21 0.03 0.01 0.43 0.11 0.54 29 583724.33 4138865.59 1.5 0.00041 0.00092 0.00151 0.0013 0.00063 0.00041 0.00092 0.00151 0.0013 0.00063 0.00024 0.01 0.15 0.25 0.03 0.02 0.45 0.08 0.54 290 583723.63 4138792.6 1.5 0.00046 0.00103 0.00133 0.00105 0.00048 0.00046 0.00103 0.00133 0.00105 0.00048 0.0003 0.01 0.17 0.22 0.03 0.01 0.43 0.11 0.54 12 583723.24 4138855.76 1.5 0.00042 0.00092 0.00146 0.00123 0.00059 0.00042 0.00092 0.00146 0.00123 0.00059 0.00024 0.01 0.15 0.24 0.03 0.02 0.44 0.08 0.53 357 583725.51 4138740.74 1.5 0.00045 0.001 0.00123 0.00095 0.00042 0.00045 0.001 0.00123 0.00095 0.00042 0.00034 0.01 0.16 0.20 0.02 0.01 0.41 0.12 0.53 102 583717.73 4138941.02 1.5 0.00042 0.00093 0.00134 0.0011 0.00052 0.00042 0.00093 0.00134 0.0011 0.00052 0.0003 0.01 0.15 0.22 0.03 0.01 0.42 0.11 0.53 367 583727.87 4138703.59 1.5 0.00043 0.00095 0.00116 0.0009 0.0004 0.00043 0.00095 0.00116 0.0009 0.0004 0.00037 0.01 0.16 0.19 0.02 0.01 0.39 0.13 0.52 339 583720.92 4138773.09 1.5 0.00044 0.00096 0.00122 0.00095 0.00043 0.00044 0.00096 0.00122 0.00095 0.00043 0.0003 0.01 0.16 0.20 0.02 0.01 0.40 0.11 0.50 47 583721.04 4138880.9 1.5 0.00037 0.00082 0.00141 0.00122 0.0006 0.00037 0.00082 0.00141 0.00122 0.0006 0.00024 0.01 0.13 0.23 0.03 0.02 0.42 0.08 0.50 352 583721.2 4138746.25 1.5 0.00042 0.00094 0.00116 0.0009 0.0004 0.00042 0.00094 0.00116 0.0009 0.0004 0.00033 0.01 0.15 0.19 0.02 0.01 0.38 0.12 0.50 289 583719.21 4138798.02 1.5 0.00042 0.00094 0.00124 0.00098 0.00045 0.00042 0.00094 0.00124 0.00098 0.00045 0.00028 0.01 0.15 0.20 0.03 0.01 0.40 0.10 0.50101 583713.35 4138946.49 1.5 0.0004 0.00089 0.00124 0.00101 0.00047 0.0004 0.00089 0.00124 0.00101 0.00047 0.0003 0.01 0.15 0.20 0.03 0.01 0.39 0.11 0.50 345 583719.71 4138763.27 1.5 0.00042 0.00093 0.00117 0.00091 0.00041 0.00042 0.00093 0.00117 0.00091 0.00041 0.00031 0.01 0.15 0.19 0.02 0.01 0.38 0.11 0.49 89 583716.64 4138931.18 1.5 0.00038 0.00085 0.00128 0.00107 0.00051 0.00038 0.00085 0.00128 0.00107 0.00051 0.00027 0.01 0.14 0.21 0.03 0.01 0.40 0.09 0.49 28 583719.95 4138871.06 1.5 0.00037 0.00082 0.00136 0.00117 0.00057 0.00037 0.00082 0.00136 0.00117 0.00057 0.00023 0.01 0.13 0.22 0.03 0.01 0.41 0.08 0.49 358 583719.99 4138736.43 1.5 0.00041 0.0009 0.00112 0.00086 0.00039 0.00041 0.0009 0.00112 0.00086 0.00039 0.00033 0.01 0.15 0.18 0.02 0.01 0.37 0.12 0.49 11 583718.86 4138861.22 1.5 0.00037 0.00082 0.00132 0.00112 0.00054 0.00037 0.00082 0.00132 0.00112 0.00054 0.00023 0.01 0.13 0.22 0.03 0.01 0.40 0.08 0.48 340 583715.4 4138768.79 1.5 0.00039 0.00087 0.0011 0.00086 0.00039 0.00039 0.00087 0.0011 0.00086 0.00039 0.00029 0.01 0.14 0.18 0.02 0.01 0.36 0.10 0.46 88 583712.26 4138936.65 1.5 0.00037 0.00081 0.00117 0.00096 0.00045 0.00037 0.00081 0.00117 0.00096 0.00045 0.00027 0.01 0.13 0.19 0.02 0.01 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0.00064 0.00052 0.00025 0.0002 0.00045 0.00064 0.00052 0.00025 0.00019 0.00 0.07 0.11 0.01 0.01 0.20 0.07 0.27 21 583680.57 4138920.23 1.5 0.00021 0.00046 0.00063 0.00051 0.00023 0.00021 0.00046 0.00063 0.00051 0.00023 0.00019 0.00 0.08 0.10 0.01 0.01 0.20 0.07 0.27 20 583676.19 4138925.7 1.5 0.0002 0.00045 0.0006 0.00048 0.00022 0.0002 0.00045 0.0006 0.00048 0.00022 0.00019 0.00 0.07 0.10 0.01 0.01 0.19 0.07 0.26 304 583682.45 4138847.98 1.5 0.00019 0.00043 0.00063 0.00052 0.00025 0.00019 0.00043 0.00063 0.00052 0.00025 0.00018 0.00 0.07 0.10 0.01 0.01 0.20 0.06 0.26328 583675.67 4138784.71 1.5 0.0002 0.00044 0.00058 0.00046 0.00021 0.0002 0.00044 0.00058 0.00046 0.00021 0.0002 0.00 0.07 0.10 0.01 0.01 0.19 0.07 0.26 4 583679.48 4138910.39 1.5 0.0002 0.00044 0.00061 0.00049 0.00023 0.0002 0.00044 0.00061 0.00049 0.00023 0.00018 0.00 0.07 0.10 0.01 0.01 0.19 0.06 0.26 322 583676.88 4138794.53 1.5 0.0002 0.00044 0.00059 0.00047 0.00022 0.0002 0.00044 0.00059 0.00047 0.00022 0.00019 0.00 0.07 0.10 0.01 0.01 0.19 0.07 0.26 309 583678.31 4138826.18 1.5 0.00019 0.00042 0.0006 0.00049 0.00023 0.00019 0.00042 0.0006 0.00049 0.00023 0.00018 0.00 0.07 0.10 0.01 0.01 0.19 0.06 0.25 19 583671.82 4138931.16 1.5 0.00019 0.00043 0.00057 0.00046 0.00021 0.00019 0.00043 0.00057 0.00046 0.00021 0.00019 0.00 0.07 0.09 0.01 0.01 0.18 0.07 0.25 315 583677.1 4138816.36 1.5 0.00019 0.00042 0.00059 0.00048 0.00022 0.00019 0.00042 0.00059 0.00048 0.00022 0.00018 0.00 0.07 0.10 0.01 0.01 0.19 0.06 0.25 3 583675.11 4138915.86 1.5 0.00019 0.00043 0.00057 0.00046 0.00021 0.00019 0.00043 0.00057 0.00046 0.00021 0.00018 0.00 0.07 0.09 0.01 0.01 0.18 0.06 0.25 299 583678.14 4138853.5 1.5 0.00018 0.0004 0.00058 0.00048 0.00023 0.00018 0.0004 0.00058 0.00048 0.00023 0.00017 0.00 0.07 0.10 0.01 0.01 0.18 0.06 0.24 305 583676.93 4138843.67 1.5 0.00018 0.0004 0.00058 0.00047 0.00022 0.00018 0.0004 0.00058 0.00047 0.00022 0.00017 0.00 0.07 0.10 0.01 0.01 0.18 0.06 0.24 323 583671.36 4138790.22 1.5 0.00018 0.0004 0.00054 0.00044 0.0002 0.00018 0.0004 0.00054 0.00044 0.0002 0.00019 0.00 0.07 0.09 0.01 0.01 0.17 0.07 0.24 2 583670.73 4138921.32 1.5 0.00019 0.00041 0.00055 0.00043 0.0002 0.00019 0.00041 0.00055 0.00043 0.0002 0.00018 0.00 0.07 0.09 0.01 0.01 0.18 0.06 0.24 316 583671.59 4138812.05 1.5 0.00017 0.00039 0.00054 0.00044 0.0002 0.00017 0.00039 0.00054 0.00044 0.0002 0.00018 0.00 0.06 0.09 0.01 0.01 0.17 0.06 0.23 310 583672.79 4138821.87 1.5 0.00017 0.00039 0.00055 0.00045 0.00021 0.00017 0.00039 0.00055 0.00045 0.00021 0.00017 0.00 0.06 0.09 0.01 0.01 0.17 0.06 0.23 1 583666.35 4138926.78 1.5 0.00018 0.0004 0.00052 0.00041 0.00019 0.00018 0.0004 0.00052 0.00041 0.00019 0.00018 0.00 0.07 0.09 0.01 0.00 0.17 0.06 0.23 300 583672.62 4138849.19 1.5 0.00017 0.00037 0.00054 0.00044 0.00021 0.00017 0.00037 0.00054 0.00044 0.00021 0.00017 0.00 0.06 0.09 0.01 0.01 0.17 0.06 0.23306 583671.41 4138839.36 1.5 0.00017 0.00037 0.00053 0.00043 0.0002 0.00017 0.00037 0.00053 0.00043 0.0002 0.00017 0.00 0.06 0.09 0.01 0.01 0.17 0.06 0.23 311 583667.28 4138817.56 1.5 0.00016 0.00036 0.0005 0.00041 0.00019 0.00016 0.00036 0.0005 0.00041 0.00019 0.00017 0.00 0.06 0.08 0.01 0.00 0.16 0.06 0.22 317 583666.07 4138807.74 1.5 0.00016 0.00036 0.0005 0.0004 0.00019 0.00016 0.00036 0.0005 0.0004 0.00019 0.00017 0.00 0.06 0.08 0.01 0.00 0.16 0.06 0.22 301 583667.11 4138844.88 1.5 0.00016 0.00035 0.00049 0.0004 0.00019 0.00016 0.00035 0.00049 0.0004 0.00019 0.00016 0.00 0.06 0.08 0.01 0.00 0.16 0.06 0.21 307 583665.9 4138835.06 1.5 0.00015 0.00034 0.00049 0.0004 0.00019 0.00015 0.00034 0.00049 0.0004 0.00019 0.00016 0.00 0.06 0.08 0.01 0.00 0.15 0.06 0.21 318 583660.55 4138803.43 1.5 0.00015 0.00034 0.00046 0.00037 0.00017 0.00015 0.00034 0.00046 0.00037 0.00017 0.00017 0.00 0.06 0.08 0.01 0.00 0.15 0.06 0.21312 583661.76 4138813.26 1.5 0.00015 0.00034 0.00047 0.00038 0.00018 0.00015 0.00034 0.00047 0.00038 0.00018 0.00016 0.00 0.06 0.08 0.01 0.00 0.15 0.06 0.21302 583661.59 4138840.57 1.5 0.00015 0.00032 0.00046 0.00037 0.00017 0.00015 0.00032 0.00046 0.00037 0.00017 0.00016 0.00 0.05 0.08 0.01 0.00 0.14 0.06 0.20308 583660.38 4138830.75 1.5 0.00014 0.00032 0.00045 0.00037 0.00017 0.00014 0.00032 0.00045 0.00037 0.00017 0.00016 0.00 0.05 0.07 0.01 0.00 0.14 0.06 0.20313 583656.24 4138808.95 1.5 0.00014 0.00031 0.00043 0.00035 0.00016 0.00014 0.00031 0.00043 0.00035 0.00016 0.00016 0.00 0.05 0.07 0.01 0.00 0.14 0.06 0.19303 583656.07 4138836.27 1.5 0.00014 0.0003 0.00042 0.00034 0.00016 0.00014 0.0003 0.00042 0.00034 0.00016 0.00015 0.00 0.05 0.07 0.01 0.00 0.13 0.05 0.19 361 583655.45 4138826.91 1.5 0.00014 0.0003 0.00042 0.00034 0.00016 0.00014 0.0003 0.00042 0.00034 0.00016 0.00015 0.00 0.05 0.07 0.01 0.00 0.13 0.05 0.19 359 583651.14 4138832.43 1.5 0.00013 0.00028 0.0004 0.00032 0.00015 0.00013 0.00028 0.0004 0.00032 0.00015 0.00015 0.00 0.05 0.07 0.01 0.00 0.13 0.05 0.18 362 583649.93 4138822.61 1.5 0.00013 0.00028 0.00039 0.00032 0.00015 0.00013 0.00028 0.00039 0.00032 0.00015 0.00015 0.00 0.05 0.06 0.01 0.00 0.12 0.05 0.18360 583645.62 4138828.12 1.5 0.00012 0.00027 0.00037 0.0003 0.00014 0.00012 0.00027 0.00037 0.0003 0.00014 0.00015 0.00 0.04 0.06 0.01 0.00 0.12 0.05 0.17 Receptor 2025 2026 2027 2028 2029 Annual 2025 2026 2027 2028 2029 Maximum Annual Annual No. UTM‐X UTM‐Y Flagpole 2025 2026 2027 2028 2029 Generators Max Con GEN Max (m) (m) (m) Height (m) TPM TPM TPM TPM TPM TPM ug/m3 ug/m3 ug/m3 ug/m3 ug/m3 ug/m3 ug/m3 ug/m3 264 583812.24 4138835.29 1.5 0.02069 0.18286 0.08968 0.02032 0.00496 0.02069 0.18286 0.08968 0.02032 0.00496 0.00163 0.02 0.18 0.09 0.02 0.00 0.18 0.00 0.18 265 583816.63 4138829.83 1.5 0.0202 0.17769 0.09503 0.02146 0.00531 0.0202 0.17769 0.09503 0.02146 0.00531 0.00174 0.02 0.18 0.10 0.02 0.01 0.18 0.00 0.18 266 583821.02 4138824.38 1.5 0.01952 0.17099 0.10053 0.02265 0.00569 0.01952 0.17099 0.10053 0.02265 0.00569 0.00181 0.02 0.17 0.10 0.02 0.01 0.17 0.00 0.17 138 583797.58 4138852.51 1.5 0.01898 0.1705 0.07525 0.01724 0.00423 0.01898 0.1705 0.07525 0.01724 0.00423 0.00103 0.02 0.17 0.08 0.02 0.00 0.17 0.00 0.17 267 583825.41 4138818.93 1.5 0.01874 0.16358 0.10597 0.02384 0.00609 0.01874 0.16358 0.10597 0.02384 0.00609 0.00185 0.02 0.16 0.11 0.02 0.01 0.16 0.00 0.16 137 583793.2 4138857.98 1.5 0.01756 0.15847 0.07309 0.01675 0.00418 0.01756 0.15847 0.07309 0.01675 0.00418 0.00084 0.02 0.16 0.07 0.02 0.00 0.16 0.00 0.16 268 583829.8 4138813.48 1.5 0.01792 0.15605 0.11122 0.02499 0.00649 0.01792 0.15605 0.11122 0.02499 0.00649 0.00187 0.02 0.16 0.11 0.02 0.01 0.16 0.00 0.16 269 583834.19 4138808.03 1.5 0.01712 0.14873 0.11619 0.02609 0.00687 0.01712 0.14873 0.11619 0.02609 0.00687 0.00188 0.02 0.15 0.12 0.03 0.01 0.15 0.00 0.15 278 583878.1 4138753.5 1.5 0.01207 0.10372 0.14687 0.03301 0.00935 0.01207 0.10372 0.14687 0.03301 0.00935 0.00266 0.01 0.10 0.15 0.03 0.01 0.15 0.00 0.15 246 583806.79 4138830.9 1.5 0.01667 0.1463 0.07314 0.01683 0.0042 0.01667 0.1463 0.07314 0.01683 0.0042 0.00139 0.02 0.15 0.07 0.02 0.00 0.15 0.00 0.15 247 583811.18 4138825.44 1.5 0.01668 0.14591 0.07705 0.01769 0.00445 0.01668 0.14591 0.07705 0.01769 0.00445 0.00151 0.02 0.15 0.08 0.02 0.00 0.15 0.00 0.15 277 583873.71 4138758.95 1.5 0.01235 0.10617 0.14558 0.03271 0.00923 0.01235 0.10617 0.14558 0.03271 0.00923 0.0026 0.01 0.11 0.15 0.03 0.01 0.15 0.00 0.15276 583869.32 4138764.41 1.5 0.01267 0.10897 0.1438 0.0323 0.00908 0.01267 0.10897 0.1438 0.0323 0.00908 0.00249 0.01 0.11 0.14 0.03 0.01 0.14 0.00 0.14 248 583815.57 4138819.99 1.5 0.01648 0.14376 0.0812 0.01861 0.00474 0.01648 0.14376 0.0812 0.01861 0.00474 0.00161 0.02 0.14 0.08 0.02 0.00 0.14 0.00 0.14 136 583788.83 4138863.44 1.5 0.01578 0.14299 0.07152 0.01636 0.00417 0.01578 0.14299 0.07152 0.01636 0.00417 0.00069 0.02 0.14 0.07 0.02 0.00 0.14 0.00 0.14 270 583838.59 4138802.57 1.5 0.01636 0.14182 0.12086 0.02713 0.00724 0.01636 0.14182 0.12086 0.02713 0.00724 0.00189 0.02 0.14 0.12 0.03 0.01 0.14 0.00 0.14 275 583864.93 4138769.86 1.5 0.01303 0.11215 0.14158 0.03179 0.00889 0.01303 0.11215 0.14158 0.03179 0.00889 0.00236 0.01 0.11 0.14 0.03 0.01 0.14 0.00 0.14 249 583819.96 4138814.54 1.5 0.01613 0.14039 0.08547 0.01956 0.00505 0.01613 0.14039 0.08547 0.01956 0.00505 0.00168 0.02 0.14 0.09 0.02 0.01 0.14 0.00 0.14 274 583860.54 4138775.31 1.5 0.01344 0.11576 0.13899 0.03121 0.00868 0.01344 0.11576 0.13899 0.03121 0.00868 0.00222 0.01 0.12 0.14 0.03 0.01 0.14 0.00 0.14 250 583824.35 4138809.09 1.5 0.01569 0.13629 0.08972 0.0205 0.00536 0.01569 0.13629 0.08972 0.0205 0.00536 0.00172 0.02 0.14 0.09 0.02 0.01 0.14 0.00 0.14 273 583856.15 4138780.76 1.5 0.0139 0.11985 0.13606 0.03054 0.00845 0.0139 0.11985 0.13606 0.03054 0.00845 0.00209 0.01 0.12 0.14 0.03 0.01 0.14 0.00 0.14 271 583842.98 4138797.12 1.5 0.01565 0.13547 0.12519 0.0281 0.00758 0.01565 0.13547 0.12519 0.0281 0.00758 0.00191 0.02 0.14 0.13 0.03 0.01 0.14 0.00 0.14 251 583828.74 4138803.64 1.5 0.0152 0.13182 0.09388 0.02144 0.00568 0.0152 0.13182 0.09388 0.02144 0.00568 0.00176 0.02 0.13 0.09 0.02 0.01 0.13 0.00 0.13 272 583847.37 4138791.67 1.5 0.01501 0.12969 0.12916 0.02899 0.00789 0.01501 0.12969 0.12916 0.02899 0.00789 0.00194 0.02 0.13 0.13 0.03 0.01 0.13 0.00 0.13 252 583833.13 4138798.18 1.5 0.01469 0.12724 0.09788 0.02233 0.00598 0.01469 0.12724 0.09788 0.02233 0.00598 0.00178 0.01 0.13 0.10 0.02 0.01 0.13 0.00 0.13 119 583792.12 4138848.14 1.5 0.01423 0.12597 0.06251 0.01445 0.00365 0.01423 0.12597 0.06251 0.01445 0.00365 0.00086 0.01 0.13 0.06 0.01 0.00 0.13 0.00 0.13 135 583784.45 4138868.91 1.5 0.01377 0.1253 0.07021 0.01601 0.00418 0.01377 0.1253 0.07021 0.01601 0.00418 0.00058 0.01 0.13 0.07 0.02 0.00 0.13 0.00 0.13 263 583881.42 4138738.21 1.5 0.01084 0.09315 0.12394 0.02824 0.00808 0.01084 0.09315 0.12394 0.02824 0.00808 0.00251 0.01 0.09 0.12 0.03 0.01 0.12 0.00 0.12 262 583877.03 4138743.66 1.5 0.01105 0.09493 0.12369 0.02817 0.00804 0.01105 0.09493 0.12369 0.02817 0.00804 0.00249 0.01 0.09 0.12 0.03 0.01 0.12 0.00 0.12 253 583837.52 4138792.73 1.5 0.01419 0.12276 0.10169 0.02319 0.00628 0.01419 0.12276 0.10169 0.02319 0.00628 0.00181 0.01 0.12 0.10 0.02 0.01 0.12 0.00 0.12 261 583872.64 4138749.11 1.5 0.01128 0.09692 0.12273 0.02794 0.00795 0.01128 0.09692 0.12273 0.02794 0.00795 0.00244 0.01 0.10 0.12 0.03 0.01 0.12 0.00 0.12 260 583868.25 4138754.56 1.5 0.01153 0.09913 0.12122 0.0276 0.00783 0.01153 0.09913 0.12122 0.0276 0.00783 0.00236 0.01 0.10 0.12 0.03 0.01 0.12 0.00 0.12 259 583863.86 4138760.02 1.5 0.01181 0.1016 0.11933 0.02717 0.00767 0.01181 0.1016 0.11933 0.02717 0.00767 0.00226 0.01 0.10 0.12 0.03 0.01 0.12 0.00 0.12 233 583805.73 4138821.05 1.5 0.01366 0.11886 0.06378 0.0148 0.00378 0.01366 0.11886 0.06378 0.0148 0.00378 0.0013 0.01 0.12 0.06 0.01 0.00 0.12 0.00 0.12 254 583841.91 4138787.28 1.5 0.01372 0.11848 0.10528 0.02399 0.00656 0.01372 0.11848 0.10528 0.02399 0.00656 0.00184 0.01 0.12 0.11 0.02 0.01 0.12 0.00 0.12 258 583859.47 4138765.47 1.5 0.01212 0.10434 0.11708 0.02666 0.00749 0.01212 0.10434 0.11708 0.02666 0.00749 0.00215 0.01 0.10 0.12 0.03 0.01 0.12 0.00 0.12 232 583801.34 4138826.51 1.5 0.01338 0.11665 0.06078 0.01412 0.00359 0.01338 0.11665 0.06078 0.01412 0.00359 0.00118 0.01 0.12 0.06 0.01 0.00 0.12 0.00 0.12 118 583787.74 4138853.6 1.5 0.01296 0.11503 0.06056 0.01399 0.00359 0.01296 0.11503 0.06056 0.01399 0.00359 0.00072 0.01 0.12 0.06 0.01 0.00 0.12 0.00 0.12 257 583855.08 4138770.92 1.5 0.01247 0.1074 0.11453 0.02608 0.00729 0.01247 0.1074 0.11453 0.02608 0.00729 0.00204 0.01 0.11 0.11 0.03 0.01 0.11 0.00 0.11 255 583846.3 4138781.83 1.5 0.01327 0.11447 0.10862 0.02475 0.00682 0.01327 0.11447 0.10862 0.02475 0.00682 0.00189 0.01 0.11 0.11 0.02 0.01 0.11 0.00 0.11 234 583827.68 4138793.79 1.5 0.01304 0.11273 0.08068 0.01861 0.005 0.01304 0.11273 0.08068 0.01861 0.005 0.00165 0.01 0.11 0.08 0.02 0.01 0.11 0.00 0.11 231 583796.95 4138831.96 1.5 0.0129 0.11263 0.05805 0.01349 0.00343 0.0129 0.11263 0.05805 0.01349 0.00343 0.00104 0.01 0.11 0.06 0.01 0.00 0.11 0.00 0.11 256 583850.69 4138776.37 1.5 0.01285 0.11077 0.1117 0.02544 0.00707 0.01285 0.11077 0.1117 0.02544 0.00707 0.00196 0.01 0.11 0.11 0.03 0.01 0.11 0.00 0.11 235 583832.07 4138788.34 1.5 0.01273 0.10996 0.08399 0.01936 0.00525 0.01273 0.10996 0.08399 0.01936 0.00525 0.00169 0.01 0.11 0.08 0.02 0.01 0.11 0.00 0.11 236 583836.46 4138782.89 1.5 0.01241 0.10711 0.08716 0.02008 0.00549 0.01241 0.10711 0.08716 0.02008 0.00549 0.00173 0.01 0.11 0.09 0.02 0.01 0.11 0.00 0.11 134 583780.08 4138874.37 1.5 0.01168 0.10666 0.06889 0.01564 0.00417 0.01168 0.10666 0.06889 0.01564 0.00417 0.0005 0.01 0.11 0.07 0.02 0.00 0.11 0.00 0.11245 583875.97 4138733.82 1.5 0.01013 0.087 0.1057 0.02427 0.00695 0.01013 0.087 0.1057 0.02427 0.00695 0.00232 0.01 0.09 0.11 0.02 0.01 0.11 0.00 0.11 244 583871.58 4138739.27 1.5 0.01031 0.08858 0.10502 0.02412 0.00689 0.01031 0.08858 0.10502 0.02412 0.00689 0.00228 0.01 0.09 0.11 0.02 0.01 0.11 0.00 0.11 237 583840.85 4138777.44 1.5 0.01209 0.10428 0.09018 0.02076 0.00573 0.01209 0.10428 0.09018 0.02076 0.00573 0.00177 0.01 0.10 0.09 0.02 0.01 0.10 0.00 0.10 243 583867.19 4138744.72 1.5 0.01051 0.09032 0.10382 0.02385 0.00679 0.01051 0.09032 0.10382 0.02385 0.00679 0.00222 0.01 0.09 0.10 0.02 0.01 0.10 0.00 0.10 117 583783.36 4138859.07 1.5 0.0115 0.10232 0.05885 0.01357 0.00355 0.0115 0.10232 0.05885 0.01357 0.00355 0.00061 0.01 0.10 0.06 0.01 0.00 0.10 0.00 0.10 242 583862.8 4138750.17 1.5 0.01072 0.09221 0.10221 0.02348 0.00666 0.01072 0.09221 0.10221 0.02348 0.00666 0.00214 0.01 0.09 0.10 0.02 0.01 0.10 0.00 0.10 238 583845.24 4138771.98 1.5 0.01178 0.10154 0.09301 0.0214 0.00594 0.01178 0.10154 0.09301 0.0214 0.00594 0.00182 0.01 0.10 0.09 0.02 0.01 0.10 0.00 0.10 241 583858.41 4138755.63 1.5 0.01096 0.09428 0.10029 0.02305 0.00651 0.01096 0.09428 0.10029 0.02305 0.00651 0.00206 0.01 0.09 0.10 0.02 0.01 0.10 0.00 0.10 239 583849.63 4138766.53 1.5 0.01149 0.09895 0.09566 0.022 0.00615 0.01149 0.09895 0.09566 0.022 0.00615 0.00189 0.01 0.10 0.10 0.02 0.01 0.10 0.00 0.10 240 583854.02 4138761.08 1.5 0.01121 0.09653 0.09809 0.02255 0.00634 0.01121 0.09653 0.09809 0.02255 0.00634 0.00197 0.01 0.10 0.10 0.02 0.01 0.10 0.00 0.10 224 583826.62 4138783.95 1.5 0.0113 0.09752 0.07032 0.01634 0.00443 0.0113 0.09752 0.07032 0.01634 0.00443 0.00156 0.01 0.10 0.07 0.02 0.00 0.10 0.00 0.10 223 583800.28 4138816.66 1.5 0.01116 0.09662 0.05355 0.01251 0.00324 0.01116 0.09662 0.05355 0.01251 0.00324 0.00112 0.01 0.10 0.05 0.01 0.00 0.10 0.00 0.10 225 583831.01 4138778.5 1.5 0.01112 0.09592 0.0731 0.01697 0.00464 0.01112 0.09592 0.0731 0.01697 0.00464 0.0016 0.01 0.10 0.07 0.02 0.00 0.10 0.00 0.10 100 583786.65 4138843.76 1.5 0.01082 0.09465 0.05216 0.01213 0.00314 0.01082 0.09465 0.05216 0.01213 0.00314 0.00074 0.01 0.09 0.05 0.01 0.00 0.09 0.00 0.09 226 583835.4 4138773.05 1.5 0.01093 0.09417 0.07579 0.01758 0.00484 0.01093 0.09417 0.07579 0.01758 0.00484 0.00165 0.01 0.09 0.08 0.02 0.00 0.09 0.00 0.09 222 583795.89 4138822.12 1.5 0.01076 0.09323 0.05111 0.01194 0.00309 0.01076 0.09323 0.05111 0.01194 0.00309 0.00101 0.01 0.09 0.05 0.01 0.00 0.09 0.00 0.09 227 583839.79 4138767.59 1.5 0.01072 0.09235 0.07835 0.01816 0.00504 0.01072 0.09235 0.07835 0.01816 0.00504 0.0017 0.01 0.09 0.08 0.02 0.01 0.09 0.00 0.09230 583870.52 4138729.43 1.5 0.00944 0.08109 0.09092 0.021 0.006 0.00944 0.08109 0.09092 0.021 0.006 0.00214 0.01 0.08 0.09 0.02 0.01 0.09 0.00 0.09229 583866.13 4138734.88 1.5 0.00959 0.08243 0.08998 0.02079 0.00593 0.00959 0.08243 0.08998 0.02079 0.00593 0.00209 0.01 0.08 0.09 0.02 0.01 0.09 0.00 0.09 Mitigated Project Maximum PM2.5 Concentration
Construction Construction
116 583778.99 4138864.53 1.5 0.00995 0.08867 0.0572 0.01315 0.00351 0.00995 0.08867 0.0572 0.01315 0.00351 0.00052 0.01 0.09 0.06 0.01 0.00 0.09 0.00 0.09 228 583861.74 4138740.33 1.5 0.00976 0.08387 0.08866 0.02049 0.00582 0.00976 0.08387 0.08866 0.02049 0.00582 0.00203 0.01 0.08 0.09 0.02 0.01 0.09 0.00 0.09221 583791.5 4138827.57 1.5 0.01022 0.0886 0.04885 0.01142 0.00296 0.01022 0.0886 0.04885 0.01142 0.00296 0.00089 0.01 0.09 0.05 0.01 0.00 0.09 0.00 0.09133 583775.7 4138879.83 1.5 0.0096 0.08794 0.0673 0.01519 0.00414 0.0096 0.08794 0.0673 0.01519 0.00414 0.00044 0.01 0.09 0.07 0.02 0.00 0.09 0.00 0.09214 583821.17 4138779.56 1.5 0.00996 0.0858 0.05955 0.01392 0.00377 0.00996 0.0858 0.05955 0.01392 0.00377 0.00142 0.01 0.09 0.06 0.01 0.00 0.09 0.00 0.09 99 583782.28 4138849.23 1.5 0.00975 0.08542 0.0503 0.01169 0.00307 0.00975 0.08542 0.0503 0.01169 0.00307 0.00063 0.01 0.09 0.05 0.01 0.00 0.09 0.00 0.09 215 583825.56 4138774.11 1.5 0.00989 0.08521 0.06198 0.01447 0.00395 0.00989 0.08521 0.06198 0.01447 0.00395 0.00147 0.01 0.09 0.06 0.01 0.00 0.09 0.00 0.09216 583829.95 4138768.66 1.5 0.0098 0.08438 0.06435 0.01501 0.00413 0.0098 0.08438 0.06435 0.01501 0.00413 0.00152 0.01 0.08 0.06 0.02 0.00 0.08 0.00 0.08217 583834.34 4138763.2 1.5 0.00969 0.08338 0.06665 0.01554 0.0043 0.00969 0.08338 0.06665 0.01554 0.0043 0.00157 0.01 0.08 0.07 0.02 0.00 0.08 0.00 0.08220 583865.07 4138725.04 1.5 0.00877 0.07537 0.07875 0.01827 0.00521 0.00877 0.07537 0.07875 0.01827 0.00521 0.00197 0.01 0.08 0.08 0.02 0.01 0.08 0.00 0.08213 583794.83 4138812.27 1.5 0.00913 0.07872 0.0454 0.01065 0.00279 0.00913 0.07872 0.0454 0.01065 0.00279 0.00097 0.01 0.08 0.05 0.01 0.00 0.08 0.00 0.08219 583860.68 4138730.49 1.5 0.0089 0.07645 0.07768 0.01803 0.00513 0.0089 0.07645 0.07768 0.01803 0.00513 0.00192 0.01 0.08 0.08 0.02 0.01 0.08 0.00 0.08218 583856.29 4138735.94 1.5 0.00902 0.07757 0.07632 0.01773 0.00502 0.00902 0.07757 0.07632 0.01773 0.00502 0.00186 0.01 0.08 0.08 0.02 0.01 0.08 0.00 0.08 98 583777.9 4138854.69 1.5 0.00859 0.07528 0.04849 0.01125 0.00301 0.00859 0.07528 0.04849 0.01125 0.00301 0.00055 0.01 0.08 0.05 0.01 0.00 0.08 0.00 0.08 205 583820.1 4138769.72 1.5 0.00875 0.07522 0.05302 0.01243 0.00339 0.00875 0.07522 0.05302 0.01243 0.00339 0.00134 0.01 0.08 0.05 0.01 0.00 0.08 0.00 0.08206 583824.49 4138764.27 1.5 0.00874 0.07513 0.05511 0.01291 0.00354 0.00874 0.07513 0.05511 0.01291 0.00354 0.00139 0.01 0.08 0.06 0.01 0.00 0.08 0.00 0.08204 583815.71 4138775.17 1.5 0.00872 0.07503 0.0509 0.01195 0.00324 0.00872 0.07503 0.0509 0.01195 0.00324 0.00129 0.01 0.08 0.05 0.01 0.00 0.08 0.00 0.08212 583790.44 4138817.73 1.5 0.0087 0.07497 0.04334 0.01017 0.00267 0.0087 0.07497 0.04334 0.01017 0.00267 0.00087 0.01 0.07 0.04 0.01 0.00 0.07 0.00 0.07115 583774.61 4138869.99 1.5 0.00838 0.07482 0.05539 0.01269 0.00346 0.00838 0.07482 0.05539 0.01269 0.00346 0.00046 0.01 0.07 0.06 0.01 0.00 0.07 0.00 0.07207 583828.88 4138758.81 1.5 0.0087 0.0748 0.05716 0.01338 0.00369 0.0087 0.0748 0.05716 0.01338 0.00369 0.00144 0.01 0.07 0.06 0.01 0.00 0.07 0.00 0.07 86 583781.19 4138839.39 1.5 0.00836 0.0725 0.04369 0.01021 0.0027 0.00836 0.0725 0.04369 0.01021 0.0027 0.00065 0.01 0.07 0.04 0.01 0.00 0.07 0.00 0.07 208 583850.83 4138731.55 1.5 0.00831 0.07144 0.06611 0.01542 0.00435 0.00831 0.07144 0.06611 0.01542 0.00435 0.00171 0.01 0.07 0.07 0.02 0.00 0.07 0.00 0.07209 583855.22 4138726.1 1.5 0.00822 0.07064 0.06747 0.01572 0.00445 0.00822 0.07064 0.06747 0.01572 0.00445 0.00176 0.01 0.07 0.07 0.02 0.00 0.07 0.00 0.07211 583786.05 4138823.18 1.5 0.00817 0.07041 0.04137 0.00971 0.00256 0.00817 0.07041 0.04137 0.00971 0.00256 0.00077 0.01 0.07 0.04 0.01 0.00 0.07 0.00 0.07132 583771.33 4138885.3 1.5 0.00765 0.07018 0.06525 0.01464 0.00405 0.00765 0.07018 0.06525 0.01464 0.00405 0.00041 0.01 0.07 0.07 0.01 0.00 0.07 0.00 0.07210 583859.61 4138720.65 1.5 0.00813 0.06984 0.0686 0.01597 0.00454 0.00813 0.06984 0.0686 0.01597 0.00454 0.00181 0.01 0.07 0.07 0.02 0.00 0.07 0.00 0.07203 583793.76 4138802.43 1.5 0.00787 0.06757 0.04064 0.00957 0.00254 0.00787 0.06757 0.04064 0.00957 0.00254 0.00093 0.01 0.07 0.04 0.01 0.00 0.07 0.00 0.07196 583823.43 4138754.42 1.5 0.00777 0.06677 0.04939 0.0116 0.0032 0.00777 0.06677 0.04939 0.0116 0.0032 0.00132 0.01 0.07 0.05 0.01 0.00 0.07 0.00 0.07195 583819.04 4138759.88 1.5 0.00775 0.06656 0.04756 0.01119 0.00307 0.00775 0.06656 0.04756 0.01119 0.00307 0.00127 0.01 0.07 0.05 0.01 0.00 0.07 0.00 0.07194 583814.65 4138765.33 1.5 0.0077 0.06611 0.04571 0.01076 0.00293 0.0077 0.06611 0.04571 0.01076 0.00293 0.00122 0.01 0.07 0.05 0.01 0.00 0.07 0.00 0.07197 583845.38 4138727.16 1.5 0.00763 0.06554 0.05761 0.01348 0.00379 0.00763 0.06554 0.05761 0.01348 0.00379 0.00157 0.01 0.07 0.06 0.01 0.00 0.07 0.00 0.07193 583810.26 4138770.78 1.5 0.00762 0.06538 0.04386 0.01033 0.0028 0.00762 0.06538 0.04386 0.01033 0.0028 0.00116 0.01 0.07 0.04 0.01 0.00 0.07 0.00 0.07198 583849.77 4138721.71 1.5 0.00757 0.06504 0.05892 0.01377 0.00389 0.00757 0.06504 0.05892 0.01377 0.00389 0.00162 0.01 0.07 0.06 0.01 0.00 0.07 0.00 0.07 85 583776.81 4138844.85 1.5 0.00748 0.06488 0.04187 0.00978 0.00262 0.00748 0.06488 0.04187 0.00978 0.00262 0.00056 0.01 0.06 0.04 0.01 0.00 0.06 0.00 0.0697 583773.52 4138860.15 1.5 0.00739 0.06485 0.04664 0.0108 0.00294 0.00739 0.06485 0.04664 0.0108 0.00294 0.00048 0.01 0.06 0.05 0.01 0.00 0.06 0.00 0.06 199 583854.16 4138716.26 1.5 0.00751 0.06451 0.06007 0.01403 0.00397 0.00751 0.06451 0.06007 0.01403 0.00397 0.00167 0.01 0.06 0.06 0.01 0.00 0.06 0.00 0.06202 583789.37 4138807.88 1.5 0.00751 0.06445 0.03876 0.00913 0.00242 0.00751 0.06445 0.03876 0.00913 0.00242 0.00085 0.01 0.06 0.04 0.01 0.00 0.06 0.00 0.06192 583801.48 4138781.69 1.5 0.00733 0.0629 0.04018 0.00948 0.00255 0.00733 0.0629 0.04018 0.00948 0.00255 0.00104 0.01 0.06 0.04 0.01 0.00 0.06 0.00 0.06131 583766.95 4138890.76 1.5 0.00593 0.0543 0.06245 0.01391 0.0039 0.00593 0.0543 0.06245 0.01391 0.0039 0.00038 0.01 0.05 0.06 0.01 0.00 0.06 0.00 0.06114 583770.24 4138875.46 1.5 0.00689 0.06158 0.0533 0.01217 0.00338 0.00689 0.06158 0.0533 0.01217 0.00338 0.00041 0.01 0.06 0.05 0.01 0.00 0.06 0.00 0.06191 583797.09 4138787.14 1.5 0.00713 0.06107 0.03839 0.00906 0.00243 0.00713 0.06107 0.03839 0.00906 0.00243 0.00097 0.01 0.06 0.04 0.01 0.00 0.06 0.00 0.06201 583784.98 4138813.34 1.5 0.00708 0.06077 0.03695 0.0087 0.00231 0.00708 0.06077 0.03695 0.0087 0.00231 0.00076 0.01 0.06 0.04 0.01 0.00 0.06 0.00 0.06181 583831.15 4138733.68 1.5 0.007 0.06007 0.04764 0.0112 0.00312 0.007 0.06007 0.04764 0.0112 0.00312 0.00135 0.01 0.06 0.05 0.01 0.00 0.06 0.00 0.06182 583835.54 4138728.22 1.5 0.00699 0.06003 0.04909 0.01153 0.00322 0.00699 0.06003 0.04909 0.01153 0.00322 0.0014 0.01 0.06 0.05 0.01 0.00 0.06 0.00 0.06180 583826.76 4138739.13 1.5 0.00699 0.05999 0.04612 0.01085 0.00301 0.00699 0.05999 0.04612 0.01085 0.00301 0.00131 0.01 0.06 0.05 0.01 0.00 0.06 0.00 0.06183 583839.93 4138722.77 1.5 0.00698 0.05989 0.05046 0.01184 0.00332 0.00698 0.05989 0.05046 0.01184 0.00332 0.00145 0.01 0.06 0.05 0.01 0.00 0.06 0.00 0.06179 583822.37 4138744.58 1.5 0.00697 0.05977 0.04455 0.01049 0.0029 0.00697 0.05977 0.04455 0.01049 0.0029 0.00126 0.01 0.06 0.04 0.01 0.00 0.06 0.00 0.06184 583844.32 4138717.32 1.5 0.00695 0.05967 0.05171 0.01212 0.00341 0.00695 0.05967 0.05171 0.01212 0.00341 0.00149 0.01 0.06 0.05 0.01 0.00 0.06 0.00 0.06185 583848.71 4138711.87 1.5 0.00692 0.0594 0.05283 0.01237 0.00349 0.00692 0.0594 0.05283 0.01237 0.00349 0.00154 0.01 0.06 0.05 0.01 0.00 0.06 0.00 0.06178 583817.98 4138750.03 1.5 0.00692 0.05937 0.04294 0.01012 0.00279 0.00692 0.05937 0.04294 0.01012 0.00279 0.00121 0.01 0.06 0.04 0.01 0.00 0.06 0.00 0.06190 583792.7 4138792.59 1.5 0.00687 0.05884 0.03664 0.00865 0.00232 0.00687 0.05884 0.03664 0.00865 0.00232 0.00089 0.01 0.06 0.04 0.01 0.00 0.06 0.00 0.06177 583813.59 4138755.49 1.5 0.00685 0.05877 0.04131 0.00974 0.00267 0.00685 0.05877 0.04131 0.00974 0.00267 0.00116 0.01 0.06 0.04 0.01 0.00 0.06 0.00 0.06130 583762.57 4138896.23 1.5 0.00454 0.04129 0.0587 0.01297 0.00366 0.00454 0.04129 0.0587 0.01297 0.00366 0.00037 0.00 0.04 0.06 0.01 0.00 0.06 0.00 0.06176 583809.2 4138760.94 1.5 0.00676 0.05794 0.03967 0.00936 0.00256 0.00676 0.05794 0.03967 0.00936 0.00256 0.00111 0.01 0.06 0.04 0.01 0.00 0.06 0.00 0.06 84 583772.44 4138850.32 1.5 0.00657 0.05695 0.04007 0.00934 0.00254 0.00657 0.05695 0.04007 0.00934 0.00254 0.0005 0.01 0.06 0.04 0.01 0.00 0.06 0.00 0.06 175 583804.81 4138766.39 1.5 0.00664 0.05685 0.03803 0.00898 0.00244 0.00664 0.05685 0.03803 0.00898 0.00244 0.00105 0.01 0.06 0.04 0.01 0.00 0.06 0.00 0.06200 583780.59 4138818.79 1.5 0.0066 0.05659 0.0352 0.00829 0.00221 0.0066 0.05659 0.0352 0.00829 0.00221 0.00068 0.01 0.06 0.04 0.01 0.00 0.06 0.00 0.06 76 583775.72 4138835.01 1.5 0.00657 0.05656 0.03671 0.00861 0.00231 0.00657 0.05656 0.03671 0.00861 0.00231 0.00058 0.01 0.06 0.04 0.01 0.00 0.06 0.00 0.06 189 583788.31 4138798.04 1.5 0.00657 0.0562 0.03493 0.00825 0.00221 0.00657 0.0562 0.03493 0.00825 0.00221 0.00082 0.01 0.06 0.03 0.01 0.00 0.06 0.00 0.06174 583800.42 4138771.84 1.5 0.00648 0.05548 0.03641 0.00861 0.00233 0.00648 0.05548 0.03641 0.00861 0.00233 0.00099 0.01 0.06 0.04 0.01 0.00 0.06 0.00 0.06 96 583769.15 4138865.62 1.5 0.00623 0.05469 0.04464 0.01031 0.00286 0.00623 0.05469 0.04464 0.01031 0.00286 0.00043 0.01 0.05 0.04 0.01 0.00 0.05 0.00 0.05 165 583838.87 4138712.93 1.5 0.00636 0.05458 0.04557 0.01071 0.00301 0.00636 0.05458 0.04557 0.01071 0.00301 0.00138 0.01 0.05 0.05 0.01 0.00 0.05 0.00 0.05164 583834.48 4138718.38 1.5 0.00636 0.05455 0.04439 0.01044 0.00292 0.00636 0.05455 0.04439 0.01044 0.00292 0.00133 0.01 0.05 0.04 0.01 0.00 0.05 0.00 0.05166 583843.26 4138707.48 1.5 0.00635 0.05452 0.04665 0.01095 0.00308 0.00635 0.05452 0.04665 0.01095 0.00308 0.00142 0.01 0.05 0.05 0.01 0.00 0.05 0.00 0.05163 583830.09 4138723.83 1.5 0.00635 0.05443 0.04312 0.01015 0.00283 0.00635 0.05443 0.04312 0.01015 0.00283 0.00129 0.01 0.05 0.04 0.01 0.00 0.05 0.00 0.05162 583825.7 4138729.29 1.5 0.00632 0.0542 0.04179 0.00985 0.00274 0.00632 0.0542 0.04179 0.00985 0.00274 0.00125 0.01 0.05 0.04 0.01 0.00 0.05 0.00 0.05129 583758.2 4138901.69 1.5 0.00352 0.03171 0.05391 0.01183 0.00334 0.00352 0.03171 0.05391 0.01183 0.00334 0.00036 0.00 0.03 0.05 0.01 0.00 0.05 0.00 0.05161 583821.31 4138734.74 1.5 0.00628 0.05384 0.0404 0.00953 0.00264 0.00628 0.05384 0.0404 0.00953 0.00264 0.0012 0.01 0.05 0.04 0.01 0.00 0.05 0.00 0.05 173 583796.03 4138777.3 1.5 0.00629 0.05382 0.03481 0.00823 0.00222 0.00629 0.05382 0.03481 0.00823 0.00222 0.00093 0.01 0.05 0.03 0.01 0.00 0.05 0.00 0.05160 583816.92 4138740.19 1.5 0.00622 0.05333 0.03898 0.0092 0.00254 0.00622 0.05333 0.03898 0.0092 0.00254 0.00116 0.01 0.05 0.04 0.01 0.00 0.05 0.00 0.05188 583783.92 4138803.49 1.5 0.00622 0.05316 0.03327 0.00786 0.0021 0.00622 0.05316 0.03327 0.00786 0.0021 0.00075 0.01 0.05 0.03 0.01 0.00 0.05 0.00 0.05159 583812.53 4138745.64 1.5 0.00615 0.05265 0.03753 0.00887 0.00244 0.00615 0.05265 0.03753 0.00887 0.00244 0.00111 0.01 0.05 0.04 0.01 0.00 0.05 0.00 0.05 172 583791.64 4138782.75 1.5 0.00607 0.05185 0.03323 0.00786 0.00212 0.00607 0.05185 0.03323 0.00786 0.00212 0.00086 0.01 0.05 0.03 0.01 0.00 0.05 0.00 0.05 158 583808.14 4138751.1 1.5 0.00605 0.05178 0.03608 0.00853 0.00234 0.00605 0.05178 0.03608 0.00853 0.00234 0.00106 0.01 0.05 0.04 0.01 0.00 0.05 0.00 0.05 113 583765.86 4138880.92 1.5 0.00554 0.04948 0.05074 0.01154 0.00325 0.00554 0.04948 0.05074 0.01154 0.00325 0.00038 0.01 0.05 0.05 0.01 0.00 0.05 0.00 0.05 157 583803.75 4138756.55 1.5 0.00593 0.05071 0.03462 0.00819 0.00224 0.00593 0.05071 0.03462 0.00819 0.00224 0.001 0.01 0.05 0.03 0.01 0.00 0.05 0.00 0.05 75 583771.35 4138840.48 1.5 0.00586 0.05043 0.03499 0.0082 0.00223 0.00586 0.05043 0.03499 0.0082 0.00223 0.00051 0.01 0.05 0.03 0.01 0.00 0.05 0.00 0.05 150 583837.8 4138703.09 1.5 0.00582 0.04991 0.04134 0.00972 0.00273 0.00582 0.04991 0.04134 0.00972 0.00273 0.00131 0.01 0.05 0.04 0.01 0.00 0.05 0.00 0.05 149 583833.41 4138708.54 1.5 0.00581 0.04977 0.04031 0.00949 0.00266 0.00581 0.04977 0.04031 0.00949 0.00266 0.00127 0.01 0.05 0.04 0.01 0.00 0.05 0.00 0.05 187 583779.53 4138808.95 1.5 0.00582 0.04976 0.03166 0.00748 0.00201 0.00582 0.04976 0.03166 0.00748 0.00201 0.00068 0.01 0.05 0.03 0.01 0.00 0.05 0.00 0.05 171 583787.25 4138788.2 1.5 0.00581 0.04958 0.03169 0.0075 0.00202 0.00581 0.04958 0.03169 0.0075 0.00202 0.0008 0.01 0.05 0.03 0.01 0.00 0.05 0.00 0.05 148 583829.02 4138713.99 1.5 0.00578 0.04954 0.0392 0.00924 0.00258 0.00578 0.04954 0.0392 0.00924 0.00258 0.00123 0.01 0.05 0.04 0.01 0.00 0.05 0.00 0.05 156 583799.36 4138762 1.5 0.00578 0.04942 0.03317 0.00785 0.00214 0.00578 0.04942 0.03317 0.00785 0.00214 0.00095 0.01 0.05 0.03 0.01 0.00 0.05 0.00 0.05 147 583824.63 4138719.44 1.5 0.00574 0.04921 0.03803 0.00897 0.0025 0.00574 0.04921 0.03803 0.00897 0.0025 0.00119 0.01 0.05 0.04 0.01 0.00 0.05 0.00 0.05 146 583820.24 4138724.9 1.5 0.0057 0.04877 0.03681 0.00869 0.00242 0.0057 0.04877 0.03681 0.00869 0.00242 0.00115 0.01 0.05 0.04 0.01 0.00 0.05 0.00 0.05 145 583815.85 4138730.35 1.5 0.00563 0.0482 0.03555 0.0084 0.00233 0.00563 0.0482 0.03555 0.0084 0.00233 0.0011 0.01 0.05 0.04 0.01 0.00 0.05 0.00 0.05 128 583753.82 4138907.15 1.5 0.00285 0.02542 0.04813 0.0105 0.00296 0.00285 0.02542 0.04813 0.0105 0.00296 0.00035 0.00 0.03 0.05 0.01 0.00 0.05 0.00 0.05 155 583794.97 4138767.45 1.5 0.00561 0.0479 0.03173 0.00752 0.00204 0.00561 0.0479 0.03173 0.00752 0.00204 0.00089 0.01 0.05 0.03 0.01 0.00 0.05 0.00 0.05 112 583761.49 4138886.39 1.5 0.00439 0.03912 0.04767 0.01079 0.00307 0.00439 0.03912 0.04767 0.01079 0.00307 0.00036 0.00 0.04 0.05 0.01 0.00 0.05 0.00 0.05 144 583811.46 4138735.8 1.5 0.00555 0.04748 0.03426 0.00811 0.00224 0.00555 0.04748 0.03426 0.00811 0.00224 0.00106 0.01 0.05 0.03 0.01 0.00 0.05 0.00 0.05 170 583782.86 4138793.65 1.5 0.00551 0.04702 0.03017 0.00714 0.00193 0.00551 0.04702 0.03017 0.00714 0.00193 0.00073 0.01 0.05 0.03 0.01 0.00 0.05 0.00 0.05 143 583807.07 4138741.25 1.5 0.00545 0.04661 0.03296 0.00781 0.00215 0.00545 0.04661 0.03296 0.00781 0.00215 0.00101 0.01 0.05 0.03 0.01 0.00 0.05 0.00 0.05 186 583775.14 4138814.4 1.5 0.0054 0.04606 0.03009 0.00711 0.00192 0.0054 0.04606 0.03009 0.00711 0.00192 0.00061 0.01 0.05 0.03 0.01 0.00 0.05 0.00 0.05 142 583802.68 4138746.71 1.5 0.00534 0.04558 0.03166 0.0075 0.00206 0.00534 0.04558 0.03166 0.0075 0.00206 0.00096 0.01 0.05 0.03 0.01 0.00 0.05 0.00 0.05 95 583764.77 4138871.08 1.5 0.00515 0.0452 0.04236 0.00976 0.00275 0.00515 0.0452 0.04236 0.00976 0.00275 0.00039 0.01 0.05 0.04 0.01 0.00 0.05 0.00 0.05 67 583770.26 4138830.64 1.5 0.00526 0.04499 0.03098 0.0073 0.00199 0.00526 0.04499 0.03098 0.0073 0.00199 0.00052 0.01 0.04 0.03 0.01 0.00 0.04 0.00 0.04 141 583798.29 4138752.16 1.5 0.0052 0.04438 0.03035 0.0072 0.00197 0.0052 0.04438 0.03035 0.0072 0.00197 0.00091 0.01 0.04 0.03 0.01 0.00 0.04 0.00 0.04 169 583778.47 4138799.1 1.5 0.00519 0.04421 0.02869 0.0068 0.00184 0.00519 0.04421 0.02869 0.0068 0.00184 0.00067 0.01 0.04 0.03 0.01 0.00 0.04 0.00 0.04 74 583766.97 4138845.94 1.5 0.00514 0.0442 0.03323 0.00779 0.00215 0.00514 0.0442 0.03323 0.00779 0.00215 0.00046 0.01 0.04 0.03 0.01 0.00 0.04 0.00 0.04 111 583757.11 4138891.85 1.5 0.00347 0.0308 0.04398 0.00992 0.00285 0.00347 0.0308 0.04398 0.00992 0.00285 0.00034 0.00 0.03 0.04 0.01 0.00 0.04 0.00 0.04 140 583793.9 4138757.61 1.5 0.00504 0.04299 0.02905 0.00689 0.00188 0.00504 0.04299 0.02905 0.00689 0.00188 0.00086 0.01 0.04 0.03 0.01 0.00 0.04 0.00 0.04 127 583749.45 4138912.62 1.5 0.00245 0.02162 0.04173 0.00907 0.00254 0.00245 0.02162 0.04173 0.00907 0.00254 0.00034 0.00 0.02 0.04 0.01 0.00 0.04 0.00 0.04 139 583789.51 4138763.06 1.5 0.00486 0.04143 0.02777 0.00659 0.0018 0.00486 0.04143 0.02777 0.00659 0.0018 0.00081 0.00 0.04 0.03 0.01 0.00 0.04 0.00 0.04 168 583774.08 4138804.56 1.5 0.00484 0.04117 0.02725 0.00645 0.00175 0.00484 0.04117 0.02725 0.00645 0.00175 0.00061 0.00 0.04 0.03 0.01 0.00 0.04 0.00 0.04 66 583765.88 4138836.1 1.5 0.00468 0.04004 0.02935 0.00691 0.0019 0.00468 0.04004 0.02935 0.00691 0.0019 0.00047 0.00 0.04 0.03 0.01 0.00 0.04 0.00 0.04 94 583760.4 4138876.55 1.5 0.0042 0.03683 0.03979 0.00915 0.00261 0.0042 0.03683 0.03979 0.00915 0.00261 0.00036 0.00 0.04 0.04 0.01 0.00 0.04 0.00 0.04 110 583752.73 4138897.31 1.5 0.0028 0.02466 0.03975 0.00893 0.00257 0.0028 0.02466 0.03975 0.00893 0.00257 0.00033 0.00 0.02 0.04 0.01 0.00 0.04 0.00 0.04 154 583777.41 4138789.26 1.5 0.00466 0.03962 0.02618 0.00621 0.00169 0.00466 0.03962 0.02618 0.00621 0.00169 0.00066 0.00 0.04 0.03 0.01 0.00 0.04 0.00 0.04 167 583769.69 4138810.01 1.5 0.00447 0.03797 0.02582 0.00612 0.00167 0.00447 0.03797 0.02582 0.00612 0.00167 0.00055 0.00 0.04 0.03 0.01 0.00 0.04 0.00 0.04 153 583773.02 4138794.71 1.5 0.00437 0.03709 0.02485 0.0059 0.00161 0.00437 0.03709 0.02485 0.0059 0.00161 0.0006 0.00 0.04 0.02 0.01 0.00 0.04 0.00 0.04 93 583756.02 4138882.01 1.5 0.0034 0.02976 0.03685 0.00845 0.00244 0.0034 0.02976 0.03685 0.00845 0.00244 0.00034 0.00 0.03 0.04 0.01 0.00 0.04 0.00 0.04 57 583764.8 4138826.26 1.5 0.00428 0.03642 0.02627 0.00621 0.00171 0.00428 0.03642 0.02627 0.00621 0.00171 0.00048 0.00 0.04 0.03 0.01 0.00 0.04 0.00 0.04 65 583761.51 4138841.56 1.5 0.00411 0.03515 0.02772 0.00653 0.00182 0.00411 0.03515 0.02772 0.00653 0.00182 0.00042 0.00 0.04 0.03 0.01 0.00 0.04 0.00 0.04 126 583745.07 4138918.08 1.5 0.00219 0.01927 0.03514 0.00762 0.00212 0.00219 0.01927 0.03514 0.00762 0.00212 0.00034 0.00 0.02 0.04 0.01 0.00 0.04 0.00 0.04 109 583748.36 4138902.78 1.5 0.00234 0.02046 0.03512 0.00787 0.00227 0.00234 0.02046 0.03512 0.00787 0.00227 0.00032 0.00 0.02 0.04 0.01 0.00 0.04 0.00 0.04 152 583768.63 4138800.17 1.5 0.00406 0.03443 0.02355 0.00559 0.00153 0.00406 0.03443 0.02355 0.00559 0.00153 0.00055 0.00 0.03 0.02 0.01 0.00 0.03 0.00 0.03 92 583751.65 4138887.47 1.5 0.00277 0.02416 0.03361 0.00769 0.00223 0.00277 0.02416 0.03361 0.00769 0.00223 0.00032 0.00 0.02 0.03 0.01 0.00 0.03 0.00 0.0356 583760.42 4138831.72 1.5 0.00381 0.03243 0.02477 0.00586 0.00163 0.00381 0.03243 0.02477 0.00586 0.00163 0.00043 0.00 0.03 0.02 0.01 0.00 0.03 0.00 0.03 151 583764.24 4138805.62 1.5 0.00374 0.03169 0.02227 0.00529 0.00145 0.00374 0.03169 0.02227 0.00529 0.00145 0.0005 0.00 0.03 0.02 0.01 0.00 0.03 0.00 0.03 64 583757.13 4138847.03 1.5 0.00357 0.03047 0.02604 0.00613 0.00173 0.00357 0.03047 0.02604 0.00613 0.00173 0.00038 0.00 0.03 0.03 0.01 0.00 0.03 0.00 0.03 108 583743.98 4138908.24 1.5 0.00203 0.01773 0.03031 0.00678 0.00195 0.00203 0.01773 0.03031 0.00678 0.00195 0.00032 0.00 0.02 0.03 0.01 0.00 0.03 0.00 0.03 91 583747.27 4138892.94 1.5 0.0023 0.01994 0.03011 0.00688 0.00201 0.0023 0.01994 0.03011 0.00688 0.00201 0.00031 0.00 0.02 0.03 0.01 0.00 0.03 0.00 0.03 83 583750.56 4138877.63 1.5 0.00273 0.0236 0.02896 0.00672 0.00195 0.00273 0.0236 0.02896 0.00672 0.00195 0.00032 0.00 0.02 0.03 0.01 0.00 0.03 0.00 0.03 125 583740.69 4138923.54 1.5 0.00202 0.01764 0.02884 0.00627 0.00173 0.00202 0.01764 0.02884 0.00627 0.00173 0.00033 0.00 0.02 0.03 0.01 0.00 0.03 0.00 0.03 55 583756.05 4138837.19 1.5 0.00336 0.02857 0.02328 0.0055 0.00154 0.00336 0.02857 0.02328 0.0055 0.00154 0.00039 0.00 0.03 0.02 0.01 0.00 0.03 0.00 0.03 36 583754.96 4138827.35 1.5 0.00316 0.02675 0.02104 0.00499 0.0014 0.00316 0.02675 0.02104 0.00499 0.0014 0.0004 0.00 0.03 0.02 0.00 0.00 0.03 0.00 0.03 90 583742.89 4138898.4 1.5 0.00196 0.01696 0.02649 0.00605 0.00177 0.00196 0.01696 0.02649 0.00605 0.00177 0.0003 0.00 0.02 0.03 0.01 0.00 0.03 0.00 0.03 82 583746.18 4138883.1 1.5 0.00228 0.01961 0.02623 0.00608 0.00178 0.00228 0.01961 0.02623 0.00608 0.00178 0.0003 0.00 0.02 0.03 0.01 0.00 0.03 0.00 0.03 107 583739.61 4138913.7 1.5 0.00184 0.01594 0.02563 0.00574 0.00164 0.00184 0.01594 0.02563 0.00574 0.00164 0.00031 0.00 0.02 0.03 0.01 0.00 0.03 0.00 0.03 54 583751.67 4138842.65 1.5 0.00293 0.0249 0.02176 0.00515 0.00146 0.00293 0.0249 0.02176 0.00515 0.00146 0.00036 0.00 0.02 0.02 0.01 0.00 0.02 0.00 0.02 35 583750.58 4138832.81 1.5 0.00279 0.02365 0.01969 0.00467 0.00132 0.00279 0.02365 0.01969 0.00467 0.00132 0.00037 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.0281 583741.81 4138888.56 1.5 0.00193 0.01658 0.02342 0.00543 0.00159 0.00193 0.01658 0.02342 0.00543 0.00159 0.00029 0.00 0.02 0.02 0.01 0.00 0.02 0.00 0.02 124 583736.32 4138929.01 1.5 0.00188 0.01639 0.02325 0.00508 0.00139 0.00188 0.01639 0.02325 0.00508 0.00139 0.00033 0.00 0.02 0.02 0.01 0.00 0.02 0.00 0.02 73 583745.09 4138873.26 1.5 0.00225 0.0193 0.02316 0.00542 0.00158 0.00225 0.0193 0.02316 0.00542 0.00158 0.0003 0.00 0.02 0.02 0.01 0.00 0.02 0.00 0.02 398 583793.75 4138663.96 1.5 0.00269 0.02284 0.01697 0.00405 0.00113 0.00269 0.02284 0.01697 0.00405 0.00113 0.00073 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 18 583749.49 4138822.97 1.5 0.00265 0.02241 0.01798 0.00428 0.0012 0.00265 0.02241 0.01798 0.00428 0.0012 0.00037 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 393 583789.44 4138669.47 1.5 0.00262 0.02226 0.01644 0.00393 0.0011 0.00262 0.02226 0.01644 0.00393 0.0011 0.0007 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 53 583747.29 4138848.12 1.5 0.00254 0.02154 0.02023 0.00479 0.00137 0.00254 0.02154 0.02023 0.00479 0.00137 0.00033 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 106 583735.23 4138919.17 1.5 0.00169 0.01467 0.02132 0.00479 0.00136 0.00169 0.01467 0.02132 0.00479 0.00136 0.00031 0.00 0.01 0.02 0.00 0.00 0.02 0.00 0.02 388 583781.9 4138680.41 1.5 0.00252 0.02132 0.01557 0.00373 0.00104 0.00252 0.02132 0.01557 0.00373 0.00104 0.00066 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 72 583740.72 4138878.72 1.5 0.00191 0.01635 0.02092 0.00489 0.00144 0.00191 0.01635 0.02092 0.00489 0.00144 0.00028 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 399 583788.23 4138659.65 1.5 0.00245 0.02081 0.01541 0.00368 0.00103 0.00245 0.02081 0.01541 0.00368 0.00103 0.00068 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 34 583746.21 4138838.28 1.5 0.00245 0.02074 0.01836 0.00436 0.00124 0.00245 0.02074 0.01836 0.00436 0.00124 0.00034 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 383 583777.59 4138685.93 1.5 0.00244 0.02064 0.01501 0.00359 0.001 0.00244 0.02064 0.01501 0.00359 0.001 0.00063 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 80 583737.43 4138894.03 1.5 0.00167 0.01436 0.02062 0.00478 0.00141 0.00167 0.01436 0.02062 0.00478 0.00141 0.00028 0.00 0.01 0.02 0.00 0.00 0.02 0.00 0.02 394 583783.92 4138665.17 1.5 0.00239 0.02025 0.01492 0.00357 0.001 0.00239 0.02025 0.01492 0.00357 0.001 0.00066 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 17 583745.12 4138828.44 1.5 0.00236 0.0199 0.0168 0.004 0.00113 0.00236 0.0199 0.0168 0.004 0.00113 0.00034 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 389 583776.38 4138676.1 1.5 0.00229 0.01933 0.01411 0.00338 0.00094 0.00229 0.01933 0.01411 0.00338 0.00094 0.00062 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 400 583782.71 4138655.34 1.5 0.00224 0.01899 0.01402 0.00336 0.00094 0.00224 0.01899 0.01402 0.00336 0.00094 0.00064 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 63 583739.63 4138868.88 1.5 0.0019 0.01616 0.01885 0.00444 0.0013 0.0019 0.01616 0.01885 0.00444 0.0013 0.00028 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 52 583742.92 4138853.58 1.5 0.00219 0.01854 0.01869 0.00442 0.00128 0.00219 0.01854 0.01869 0.00442 0.00128 0.0003 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 123 583731.94 4138934.47 1.5 0.00176 0.01534 0.01869 0.00413 0.00113 0.00176 0.01534 0.01869 0.00413 0.00113 0.00033 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 384 583772.07 4138681.62 1.5 0.00221 0.01869 0.01359 0.00326 0.00091 0.00221 0.01869 0.01359 0.00326 0.00091 0.00059 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 378 583766.43 4138699.17 1.5 0.00221 0.01868 0.01346 0.00323 0.0009 0.00221 0.01868 0.01346 0.00323 0.0009 0.00056 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 71 583736.34 4138884.19 1.5 0.00165 0.01407 0.01867 0.00437 0.00129 0.00165 0.01407 0.01867 0.00437 0.00129 0.00027 0.00 0.01 0.02 0.00 0.00 0.02 0.00 0.02 395 583778.4 4138660.86 1.5 0.00218 0.01845 0.01356 0.00325 0.00091 0.00218 0.01845 0.01356 0.00325 0.00091 0.00062 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 33 583741.83 4138843.74 1.5 0.00214 0.01808 0.01702 0.00404 0.00116 0.00214 0.01808 0.01702 0.00404 0.00116 0.00031 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 373 583762.12 4138704.69 1.5 0.00213 0.01793 0.0129 0.0031 0.00086 0.00213 0.01793 0.0129 0.0031 0.00086 0.00053 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 105 583730.86 4138924.63 1.5 0.00158 0.01368 0.01764 0.00398 0.00112 0.00158 0.01368 0.01764 0.00398 0.00112 0.0003 0.00 0.01 0.02 0.00 0.00 0.02 0.00 0.02 16 583740.74 4138833.9 1.5 0.00208 0.01756 0.01562 0.00372 0.00106 0.00208 0.01756 0.01562 0.00372 0.00106 0.00032 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 390 583770.86 4138671.8 1.5 0.00208 0.01756 0.01281 0.00307 0.00086 0.00208 0.01756 0.01281 0.00307 0.00086 0.00058 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 401 583777.19 4138651.03 1.5 0.00205 0.01735 0.01278 0.00306 0.00086 0.00205 0.01735 0.01278 0.00306 0.00086 0.0006 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 51 583738.54 4138859.04 1.5 0.00188 0.01595 0.01714 0.00406 0.00118 0.00188 0.01595 0.01714 0.00406 0.00118 0.00028 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.0262 583735.25 4138874.35 1.5 0.00163 0.0139 0.01701 0.00401 0.00118 0.00163 0.0139 0.01701 0.00401 0.00118 0.00027 0.00 0.01 0.02 0.00 0.00 0.02 0.00 0.02 385 583766.55 4138677.31 1.5 0.00201 0.01696 0.01233 0.00296 0.00083 0.00201 0.01696 0.01233 0.00296 0.00083 0.00056 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 379 583760.91 4138694.86 1.5 0.002 0.01687 0.01218 0.00293 0.00082 0.002 0.01687 0.01218 0.00293 0.00082 0.00053 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 396 583772.89 4138656.55 1.5 0.00199 0.01684 0.01236 0.00296 0.00083 0.00199 0.01684 0.01236 0.00296 0.00083 0.00058 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 298 583742.32 4138780.73 1.5 0.00199 0.01676 0.0125 0.003 0.00084 0.00199 0.01676 0.0125 0.003 0.00084 0.00038 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 368 583754.25 4138715.3 1.5 0.00197 0.01656 0.01189 0.00286 0.0008 0.00197 0.01656 0.01189 0.00286 0.0008 0.00049 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 70 583731.97 4138889.65 1.5 0.00145 0.01237 0.0165 0.00386 0.00114 0.00145 0.01237 0.0165 0.00386 0.00114 0.00026 0.00 0.01 0.02 0.00 0.00 0.02 0.00 0.02 374 583756.6 4138700.38 1.5 0.00192 0.01617 0.01166 0.0028 0.00078 0.00192 0.01617 0.01166 0.0028 0.00078 0.0005 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 391 583765.35 4138667.49 1.5 0.0019 0.01599 0.01166 0.0028 0.00078 0.0019 0.01599 0.01166 0.0028 0.00078 0.00055 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 402 583771.68 4138646.73 1.5 0.00188 0.01588 0.01168 0.0028 0.00078 0.00188 0.01588 0.01168 0.0028 0.00078 0.00057 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 363 583749.94 4138720.82 1.5 0.00187 0.01577 0.01134 0.00273 0.00076 0.00187 0.01577 0.01134 0.00273 0.00076 0.00046 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 32 583737.45 4138849.2 1.5 0.00186 0.01571 0.01569 0.00373 0.00108 0.00186 0.01571 0.01569 0.00373 0.00108 0.00029 0.00 0.02 0.02 0.00 0.00 0.02 0.00 0.02 50 583734.17 4138864.51 1.5 0.00163 0.01378 0.01561 0.0037 0.00108 0.00163 0.01378 0.01561 0.0037 0.00108 0.00027 0.00 0.01 0.02 0.00 0.00 0.02 0.00 0.02 386 583761.04 4138673.01 1.5 0.00183 0.01543 0.01122 0.0027 0.00075 0.00183 0.01543 0.01122 0.0027 0.00075 0.00052 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 15 583736.37 4138839.36 1.5 0.00183 0.01542 0.01447 0.00345 0.00099 0.00183 0.01542 0.01447 0.00345 0.00099 0.00029 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 297 583737.9 4138786.16 1.5 0.00184 0.01542 0.01174 0.00282 0.00079 0.00184 0.01542 0.01174 0.00282 0.00079 0.00036 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 397 583767.37 4138652.24 1.5 0.00182 0.0154 0.01129 0.00271 0.00076 0.00182 0.0154 0.01129 0.00271 0.00076 0.00055 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 354 583742.06 4138753.66 1.5 0.00183 0.01538 0.0112 0.0027 0.00075 0.00183 0.01538 0.0112 0.0027 0.00075 0.0004 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 122 583727.57 4138939.94 1.5 0.00166 0.01445 0.01532 0.00343 0.00094 0.00166 0.01445 0.01532 0.00343 0.00094 0.00033 0.00 0.01 0.02 0.00 0.00 0.02 0.00 0.02 380 583755.39 4138690.56 1.5 0.00181 0.01527 0.01104 0.00266 0.00074 0.00181 0.01527 0.01104 0.00266 0.00074 0.0005 0.00 0.02 0.01 0.00 0.00 0.02 0.00 0.02 61 583730.88 4138879.81 1.5 0.00143 0.01213 0.01523 0.00359 0.00106 0.00143 0.01213 0.01523 0.00359 0.00106 0.00026 0.00 0.01 0.02 0.00 0.00 0.02 0.00 0.02 369 583748.73 4138710.99 1.5 0.00177 0.01491 0.01074 0.00259 0.00072 0.00177 0.01491 0.01074 0.00259 0.00072 0.00046 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 293 583736.89 4138776.31 1.5 0.00176 0.01477 0.01109 0.00267 0.00075 0.00176 0.01477 0.01109 0.00267 0.00075 0.00036 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 104 583726.48 4138930.1 1.5 0.00149 0.01285 0.01467 0.00333 0.00094 0.00149 0.01285 0.01467 0.00333 0.00094 0.0003 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 375 583751.09 4138696.07 1.5 0.00174 0.01464 0.01057 0.00255 0.00071 0.00174 0.01464 0.01057 0.00255 0.00071 0.00047 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 392 583759.83 4138663.18 1.5 0.00173 0.01459 0.01064 0.00256 0.00072 0.00173 0.01459 0.01064 0.00256 0.00072 0.00052 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 349 583737.76 4138759.18 1.5 0.00172 0.0144 0.0106 0.00255 0.00072 0.00172 0.0144 0.0106 0.00255 0.00072 0.00038 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 31 583733.08 4138854.67 1.5 0.00162 0.01366 0.01439 0.00342 0.001 0.00162 0.01366 0.01439 0.00342 0.001 0.00027 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 364 583744.43 4138716.51 1.5 0.00169 0.0142 0.01024 0.00247 0.00069 0.00169 0.0142 0.01024 0.00247 0.00069 0.00043 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 296 583733.48 4138791.59 1.5 0.00168 0.01412 0.011 0.00265 0.00075 0.00168 0.01412 0.011 0.00265 0.00075 0.00033 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 49 583729.79 4138869.97 1.5 0.00142 0.012 0.0141 0.00334 0.00099 0.00142 0.012 0.0141 0.00334 0.00099 0.00025 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 387 583755.52 4138668.7 1.5 0.00167 0.01407 0.01023 0.00246 0.00069 0.00167 0.01407 0.01023 0.00246 0.00069 0.0005 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 381 583749.88 4138686.25 1.5 0.00165 0.01388 0.01004 0.00242 0.00068 0.00165 0.01388 0.01004 0.00242 0.00068 0.00047 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 355 583736.55 4138749.35 1.5 0.00164 0.01372 0.01004 0.00242 0.00068 0.00164 0.01372 0.01004 0.00242 0.00068 0.00038 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 121 583723.19 4138945.4 1.5 0.00158 0.01367 0.01306 0.00296 0.00081 0.00158 0.01367 0.01306 0.00296 0.00081 0.00033 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 292 583732.47 4138781.74 1.5 0.00162 0.01361 0.01041 0.00251 0.00071 0.00162 0.01361 0.01041 0.00251 0.00071 0.00034 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 60 583726.5 4138885.27 1.5 0.00127 0.01079 0.01352 0.00319 0.00094 0.00127 0.01079 0.01352 0.00319 0.00094 0.00025 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 14 583731.99 4138844.83 1.5 0.0016 0.01351 0.01334 0.00318 0.00092 0.0016 0.01351 0.01334 0.00318 0.00092 0.00027 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 370 583743.22 4138706.68 1.5 0.00161 0.01348 0.00974 0.00235 0.00066 0.00161 0.01348 0.00974 0.00235 0.00066 0.00043 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 376 583745.57 4138691.77 1.5 0.00158 0.01329 0.00961 0.00232 0.00065 0.00158 0.01329 0.00961 0.00232 0.00065 0.00045 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 30 583728.7 4138860.13 1.5 0.00141 0.01192 0.01311 0.00312 0.00092 0.00141 0.01192 0.01311 0.00312 0.00092 0.00025 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 120 583718.82 4138950.86 1.5 0.0015 0.01296 0.01162 0.00266 0.00073 0.0015 0.01296 0.01162 0.00266 0.00073 0.00033 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 295 583729.06 4138797.02 1.5 0.00154 0.01288 0.01029 0.00248 0.0007 0.00154 0.01288 0.01029 0.00248 0.0007 0.00031 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 350 583732.24 4138754.87 1.5 0.00153 0.01285 0.00949 0.00229 0.00064 0.00153 0.01285 0.00949 0.00229 0.00064 0.00036 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 365 583738.91 4138712.2 1.5 0.00153 0.01283 0.00928 0.00224 0.00063 0.00153 0.01283 0.00928 0.00224 0.00063 0.00041 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 48 583725.42 4138875.43 1.5 0.00125 0.0106 0.01266 0.003 0.00089 0.00125 0.0106 0.01266 0.003 0.00089 0.00024 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 382 583744.36 4138681.94 1.5 0.0015 0.01264 0.00915 0.00221 0.00062 0.0015 0.01264 0.00915 0.00221 0.00062 0.00044 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 291 583728.05 4138787.17 1.5 0.00149 0.01249 0.00976 0.00235 0.00067 0.00149 0.01249 0.00976 0.00235 0.00067 0.00032 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 103 583722.1 4138935.56 1.5 0.00141 0.01215 0.01246 0.00285 0.0008 0.00141 0.01215 0.01246 0.00285 0.0008 0.0003 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 356 583731.03 4138745.04 1.5 0.00147 0.0123 0.00903 0.00218 0.00061 0.00147 0.0123 0.00903 0.00218 0.00061 0.00036 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 371 583737.7 4138702.38 1.5 0.00146 0.01224 0.00885 0.00214 0.0006 0.00146 0.01224 0.00885 0.00214 0.0006 0.00041 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 13 583727.61 4138850.29 1.5 0.00141 0.01185 0.01223 0.00292 0.00085 0.00141 0.01185 0.01223 0.00292 0.00085 0.00026 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 377 583740.05 4138687.46 1.5 0.00144 0.01211 0.00876 0.00211 0.00059 0.00144 0.01211 0.00876 0.00211 0.00059 0.00043 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 29 583724.33 4138865.59 1.5 0.00124 0.0105 0.01188 0.00283 0.00083 0.00124 0.0105 0.01188 0.00283 0.00083 0.00024 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 294 583724.64 4138802.44 1.5 0.00139 0.01169 0.00961 0.00231 0.00066 0.00139 0.01169 0.00961 0.00231 0.00066 0.00029 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 366 583733.39 4138707.89 1.5 0.00139 0.01164 0.00843 0.00204 0.00057 0.00139 0.01164 0.00843 0.00204 0.00057 0.00039 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 102 583717.73 4138941.02 1.5 0.00134 0.01154 0.0109 0.00251 0.0007 0.00134 0.01154 0.0109 0.00251 0.0007 0.0003 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 344 583725.23 4138767.58 1.5 0.00138 0.01153 0.00873 0.00211 0.0006 0.00138 0.01153 0.00873 0.00211 0.0006 0.00032 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 351 583726.72 4138750.56 1.5 0.00138 0.01153 0.00854 0.00206 0.00058 0.00138 0.01153 0.00854 0.00206 0.00058 0.00034 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 290 583723.63 4138792.6 1.5 0.00136 0.01142 0.00914 0.0022 0.00063 0.00136 0.01142 0.00914 0.0022 0.00063 0.0003 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 47 583721.04 4138880.9 1.5 0.00112 0.00951 0.0113 0.00268 0.00079 0.00112 0.00951 0.0113 0.00268 0.00079 0.00024 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 12 583723.24 4138855.76 1.5 0.00124 0.01045 0.01117 0.00267 0.00078 0.00124 0.01045 0.01117 0.00267 0.00078 0.00024 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 372 583732.18 4138698.07 1.5 0.00133 0.01114 0.00806 0.00195 0.00055 0.00133 0.01114 0.00806 0.00195 0.00055 0.00039 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 357 583725.51 4138740.74 1.5 0.00132 0.01108 0.00815 0.00197 0.00055 0.00132 0.01108 0.00815 0.00197 0.00055 0.00034 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 101 583713.35 4138946.49 1.5 0.00128 0.01099 0.00984 0.00228 0.00064 0.00128 0.01099 0.00984 0.00228 0.00064 0.0003 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 28 583719.95 4138871.06 1.5 0.00111 0.00936 0.01071 0.00255 0.00075 0.00111 0.00936 0.01071 0.00255 0.00075 0.00023 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 339 583720.92 4138773.09 1.5 0.00128 0.01069 0.00822 0.00199 0.00056 0.00128 0.01069 0.00822 0.00199 0.00056 0.0003 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01367 583727.87 4138703.59 1.5 0.00127 0.0106 0.00768 0.00186 0.00052 0.00127 0.0106 0.00768 0.00186 0.00052 0.00037 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 89 583716.64 4138931.18 1.5 0.00121 0.01043 0.01039 0.00241 0.00068 0.00121 0.01043 0.01039 0.00241 0.00068 0.00027 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 289 583719.21 4138798.02 1.5 0.00124 0.0104 0.00854 0.00206 0.00059 0.00124 0.0104 0.00854 0.00206 0.00059 0.00028 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 352 583721.2 4138746.25 1.5 0.00124 0.0104 0.00771 0.00187 0.00053 0.00124 0.0104 0.00771 0.00187 0.00053 0.00033 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 345 583719.71 4138763.27 1.5 0.00124 0.01035 0.00785 0.0019 0.00054 0.00124 0.01035 0.00785 0.0019 0.00054 0.00031 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 11 583718.86 4138861.22 1.5 0.0011 0.00928 0.01015 0.00243 0.00071 0.0011 0.00928 0.01015 0.00243 0.00071 0.00023 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 46 583716.66 4138886.36 1.5 0.00102 0.00869 0.01005 0.00239 0.00071 0.00102 0.00869 0.01005 0.00239 0.00071 0.00023 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 358 583719.99 4138736.43 1.5 0.0012 0.01003 0.00739 0.00179 0.0005 0.0012 0.01003 0.00739 0.00179 0.0005 0.00033 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 88 583712.26 4138936.65 1.5 0.00116 0.00993 0.00926 0.00216 0.00061 0.00116 0.00993 0.00926 0.00216 0.00061 0.00027 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 27 583715.58 4138876.52 1.5 0.001 0.00847 0.00961 0.00229 0.00068 0.001 0.00847 0.00961 0.00229 0.00068 0.00022 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 340 583715.4 4138768.79 1.5 0.00115 0.00961 0.00739 0.00179 0.00051 0.00115 0.00961 0.00739 0.00179 0.00051 0.00029 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 87 583707.89 4138942.11 1.5 0.0011 0.00949 0.00845 0.00197 0.00056 0.0011 0.00949 0.00845 0.00197 0.00056 0.00027 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 353 583715.69 4138741.95 1.5 0.00113 0.00942 0.00699 0.00169 0.00048 0.00113 0.00942 0.00699 0.00169 0.00048 0.00031 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 346 583714.19 4138758.96 1.5 0.00112 0.00934 0.00709 0.00172 0.00049 0.00112 0.00934 0.00709 0.00172 0.00049 0.0003 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 10 583714.49 4138866.68 1.5 0.00099 0.00834 0.00919 0.0022 0.00065 0.00099 0.00834 0.00919 0.0022 0.00065 0.00022 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 45 583712.29 4138891.83 1.5 0.00095 0.00806 0.00893 0.00212 0.00062 0.00095 0.00806 0.00893 0.00212 0.00062 0.00022 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 334 583711.14 4138784.41 1.5 0.00106 0.00888 0.00712 0.00172 0.00049 0.00106 0.00888 0.00712 0.00172 0.00049 0.00027 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 288 583712.01 4138817.59 1.5 0.00104 0.00873 0.00781 0.00188 0.00054 0.00104 0.00873 0.00781 0.00188 0.00054 0.00024 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 79 583706.8 4138932.27 1.5 0.00101 0.0087 0.00797 0.00187 0.00053 0.00101 0.0087 0.00797 0.00187 0.00053 0.00025 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 341 583709.88 4138764.48 1.5 0.00104 0.00868 0.00668 0.00162 0.00046 0.00104 0.00868 0.00668 0.00162 0.00046 0.00028 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 26 583711.2 4138881.99 1.5 0.00092 0.00777 0.00861 0.00205 0.00061 0.00092 0.00777 0.00861 0.00205 0.00061 0.00022 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 347 583708.67 4138754.65 1.5 0.00101 0.00847 0.00642 0.00156 0.00044 0.00101 0.00847 0.00642 0.00156 0.00044 0.00028 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 78 583702.42 4138937.74 1.5 0.00097 0.00832 0.00733 0.00172 0.00049 0.00097 0.00832 0.00733 0.00172 0.00049 0.00025 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 9 583710.11 4138872.15 1.5 0.0009 0.00759 0.00829 0.00198 0.00059 0.0009 0.00759 0.00829 0.00198 0.00059 0.00021 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 329 583706.83 4138789.93 1.5 0.00097 0.00815 0.00668 0.00162 0.00046 0.00097 0.00815 0.00668 0.00162 0.00046 0.00025 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 335 583705.62 4138780.1 1.5 0.00096 0.00802 0.00642 0.00155 0.00044 0.00096 0.00802 0.00642 0.00155 0.00044 0.00026 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 77 583698.05 4138943.2 1.5 0.00093 0.00798 0.00685 0.00161 0.00045 0.00093 0.00798 0.00685 0.00161 0.00045 0.00025 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 44 583707.91 4138897.29 1.5 0.00089 0.00756 0.00795 0.00189 0.00055 0.00089 0.00756 0.00795 0.00189 0.00055 0.00022 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 342 583704.37 4138760.17 1.5 0.00094 0.00788 0.00606 0.00147 0.00042 0.00094 0.00788 0.00606 0.00147 0.00042 0.00027 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 287 583707.59 4138823.02 1.5 0.00094 0.00787 0.00724 0.00175 0.00051 0.00094 0.00787 0.00724 0.00175 0.00051 0.00023 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 283 583706.59 4138813.17 1.5 0.00094 0.00786 0.00697 0.00168 0.00049 0.00094 0.00786 0.00697 0.00168 0.00049 0.00023 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 348 583703.16 4138750.34 1.5 0.00092 0.00771 0.00584 0.00142 0.0004 0.00092 0.00771 0.00584 0.00142 0.0004 0.00027 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 8 583705.74 4138877.61 1.5 0.00083 0.00701 0.00748 0.00179 0.00053 0.00083 0.00701 0.00748 0.00179 0.00053 0.00021 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 69 583696.96 4138933.36 1.5 0.00086 0.0074 0.00643 0.00152 0.00043 0.00086 0.0074 0.00643 0.00152 0.00043 0.00023 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 330 583701.31 4138785.62 1.5 0.00088 0.00738 0.00602 0.00146 0.00042 0.00088 0.00738 0.00602 0.00146 0.00042 0.00024 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 336 583700.1 4138775.8 1.5 0.00087 0.00729 0.00581 0.00141 0.0004 0.00087 0.00729 0.00581 0.00141 0.0004 0.00025 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 343 583698.85 4138755.86 1.5 0.00086 0.00719 0.00551 0.00134 0.00038 0.00086 0.00719 0.00551 0.00134 0.00038 0.00026 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 43 583703.54 4138902.75 1.5 0.00084 0.00717 0.00711 0.00169 0.00049 0.00084 0.00717 0.00711 0.00169 0.00049 0.00021 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 282 583702.17 4138818.6 1.5 0.00085 0.00712 0.00647 0.00156 0.00045 0.00085 0.00712 0.00647 0.00156 0.00045 0.00022 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 286 583703.17 4138828.45 1.5 0.00085 0.00711 0.0067 0.00161 0.00047 0.00085 0.00711 0.0067 0.00161 0.00047 0.00022 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 68 583692.59 4138938.82 1.5 0.00083 0.0071 0.00603 0.00142 0.0004 0.00083 0.0071 0.00603 0.00142 0.0004 0.00023 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 42 583699.16 4138908.22 1.5 0.0008 0.00683 0.00642 0.00153 0.00044 0.0008 0.00683 0.00642 0.00153 0.00044 0.00021 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 324 583697.74 4138801.94 1.5 0.00081 0.00676 0.00582 0.00141 0.00041 0.00081 0.00676 0.00582 0.00141 0.00041 0.00022 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 331 583695.8 4138781.31 1.5 0.0008 0.00672 0.00546 0.00132 0.00038 0.0008 0.00672 0.00546 0.00132 0.00038 0.00023 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 59 583691.5 4138928.98 1.5 0.00078 0.00665 0.00568 0.00135 0.00038 0.00078 0.00665 0.00568 0.00135 0.00038 0.00022 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 337 583694.59 4138771.49 1.5 0.0008 0.00665 0.00528 0.00128 0.00037 0.0008 0.00665 0.00528 0.00128 0.00037 0.00024 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 41 583694.78 4138913.68 1.5 0.00077 0.00653 0.00586 0.00139 0.0004 0.00077 0.00653 0.00586 0.00139 0.0004 0.00021 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 25 583698.07 4138898.38 1.5 0.00076 0.00648 0.00624 0.00149 0.00043 0.00076 0.00648 0.00624 0.00149 0.00043 0.0002 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 281 583697.75 4138824.03 1.5 0.00077 0.00646 0.006 0.00145 0.00042 0.00077 0.00646 0.006 0.00145 0.00042 0.00021 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 285 583698.75 4138833.88 1.5 0.00077 0.00644 0.00619 0.00149 0.00044 0.00077 0.00644 0.00619 0.00149 0.00044 0.0002 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 58 583687.12 4138934.45 1.5 0.00075 0.00639 0.00535 0.00127 0.00036 0.00075 0.00639 0.00535 0.00127 0.00036 0.00022 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 40 583690.41 4138919.14 1.5 0.00073 0.00627 0.00541 0.00129 0.00037 0.00073 0.00627 0.00541 0.00129 0.00037 0.00021 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.0124 583693.7 4138903.84 1.5 0.00073 0.00619 0.00567 0.00136 0.00039 0.00073 0.00619 0.00567 0.00136 0.00039 0.0002 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 319 583693.43 4138807.45 1.5 0.00074 0.00617 0.00544 0.00131 0.00038 0.00074 0.00617 0.00544 0.00131 0.00038 0.00021 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 325 583692.22 4138797.63 1.5 0.00074 0.00616 0.00526 0.00127 0.00037 0.00074 0.00616 0.00526 0.00127 0.00037 0.00022 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 332 583690.28 4138777.01 1.5 0.00074 0.00614 0.00497 0.0012 0.00035 0.00074 0.00614 0.00497 0.0012 0.00035 0.00023 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.01 338 583689.07 4138767.18 1.5 0.00073 0.00609 0.00482 0.00117 0.00033 0.00073 0.00609 0.00482 0.00117 0.00033 0.00023 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.01 39 583686.03 4138924.61 1.5 0.00071 0.00603 0.00506 0.0012 0.00034 0.00071 0.00603 0.00506 0.0012 0.00034 0.00021 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 23 583689.32 4138909.31 1.5 0.0007 0.00594 0.00521 0.00124 0.00036 0.0007 0.00594 0.00521 0.00124 0.00036 0.0002 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 7 583692.61 4138894 1.5 0.00069 0.00589 0.00553 0.00133 0.00039 0.00069 0.00589 0.00553 0.00133 0.00039 0.00019 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 280 583693.33 4138829.46 1.5 0.0007 0.00588 0.00556 0.00134 0.00039 0.0007 0.00588 0.00556 0.00134 0.00039 0.0002 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 284 583694.33 4138839.31 1.5 0.0007 0.00587 0.00571 0.00138 0.0004 0.0007 0.00587 0.00571 0.00138 0.0004 0.0002 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 38 583681.66 4138930.07 1.5 0.00068 0.0058 0.00478 0.00114 0.00032 0.00068 0.0058 0.00478 0.00114 0.00032 0.0002 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.01 22 583684.95 4138914.77 1.5 0.00067 0.00571 0.00484 0.00115 0.00033 0.00067 0.00571 0.00484 0.00115 0.00033 0.00019 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.01 320 583687.91 4138803.15 1.5 0.00068 0.00565 0.00492 0.00119 0.00034 0.00068 0.00565 0.00492 0.00119 0.00034 0.0002 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.01 6 583688.23 4138899.47 1.5 0.00066 0.00564 0.00506 0.00121 0.00035 0.00066 0.00564 0.00506 0.00121 0.00035 0.00019 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 326 583686.7 4138793.32 1.5 0.00068 0.00564 0.00478 0.00116 0.00033 0.00068 0.00564 0.00478 0.00116 0.00033 0.00021 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.01 333 583684.76 4138772.7 1.5 0.00068 0.00564 0.00454 0.0011 0.00032 0.00068 0.00564 0.00454 0.0011 0.00032 0.00022 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.01 37 583677.28 4138935.54 1.5 0.00065 0.00559 0.00455 0.00108 0.00031 0.00065 0.00559 0.00455 0.00108 0.00031 0.0002 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.01 21 583680.57 4138920.23 1.5 0.00064 0.0055 0.00454 0.00108 0.00031 0.00064 0.0055 0.00454 0.00108 0.00031 0.00019 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.01 5 583683.86 4138904.93 1.5 0.00064 0.00542 0.00467 0.00112 0.00032 0.00064 0.00542 0.00467 0.00112 0.00032 0.00019 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.01 279 583688.91 4138834.89 1.5 0.00064 0.00538 0.00514 0.00124 0.00036 0.00064 0.00538 0.00514 0.00124 0.00036 0.00019 0.00 0.01 0.01 0.00 0.00 0.01 0.00 0.01 20 583676.19 4138925.7 1.5 0.00062 0.0053 0.0043 0.00102 0.00029 0.00062 0.0053 0.0043 0.00102 0.00029 0.00019 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.01 4 583679.48 4138910.39 1.5 0.00061 0.00523 0.00435 0.00104 0.0003 0.00061 0.00523 0.00435 0.00104 0.0003 0.00018 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.01 321 583682.4 4138798.84 1.5 0.00062 0.00519 0.00448 0.00108 0.00031 0.00062 0.00519 0.00448 0.00108 0.00031 0.0002 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.01 327 583681.19 4138789.01 1.5 0.00062 0.00518 0.00436 0.00106 0.0003 0.00062 0.00518 0.00436 0.00106 0.0003 0.0002 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.01 19 583671.82 4138931.16 1.5 0.0006 0.00512 0.0041 0.00098 0.00028 0.0006 0.00512 0.0041 0.00098 0.00028 0.00019 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.01 3 583675.11 4138915.86 1.5 0.00059 0.00505 0.0041 0.00098 0.00028 0.00059 0.00505 0.0041 0.00098 0.00028 0.00018 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.01 314 583682.62 4138820.66 1.5 0.0006 0.00497 0.00457 0.0011 0.00032 0.0006 0.00497 0.00457 0.0011 0.00032 0.00019 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 583670.73 4138921.32 1.5 0.00057 0.00487 0.00389 0.00093 0.00026 0.00057 0.00487 0.00389 0.00093 0.00026 0.00018 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 322 583676.88 4138794.53 1.5 0.00057 0.00478 0.00409 0.00099 0.00029 0.00057 0.00478 0.00409 0.00099 0.00029 0.00019 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 328 583675.67 4138784.71 1.5 0.00057 0.00478 0.00399 0.00097 0.00028 0.00057 0.00478 0.00399 0.00097 0.00028 0.0002 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00304 583682.45 4138847.98 1.5 0.00057 0.00477 0.00458 0.0011 0.00032 0.00057 0.00477 0.00458 0.0011 0.00032 0.00018 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 583666.35 4138926.78 1.5 0.00055 0.00471 0.00371 0.00089 0.00025 0.00055 0.00471 0.00371 0.00089 0.00025 0.00018 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 309 583678.31 4138826.18 1.5 0.00055 0.00459 0.00425 0.00103 0.0003 0.00055 0.00459 0.00425 0.00103 0.0003 0.00018 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 315 583677.1 4138816.36 1.5 0.00055 0.00459 0.00416 0.001 0.00029 0.00055 0.00459 0.00416 0.001 0.00029 0.00018 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 299 583678.14 4138853.5 1.5 0.00053 0.00448 0.00423 0.00102 0.0003 0.00053 0.00448 0.00423 0.00102 0.0003 0.00017 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 323 583671.36 4138790.22 1.5 0.00053 0.00442 0.00375 0.00091 0.00026 0.00053 0.00442 0.00375 0.00091 0.00026 0.00019 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 305 583676.93 4138843.67 1.5 0.00053 0.0044 0.00416 0.001 0.00029 0.00053 0.0044 0.00416 0.001 0.00029 0.00017 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 310 583672.79 4138821.87 1.5 0.00051 0.00425 0.00388 0.00094 0.00027 0.00051 0.00425 0.00388 0.00094 0.00027 0.00017 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 316 583671.59 4138812.05 1.5 0.00051 0.00424 0.0038 0.00092 0.00027 0.00051 0.00424 0.0038 0.00092 0.00027 0.00018 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 300 583672.62 4138849.19 1.5 0.00049 0.00414 0.00386 0.00093 0.00027 0.00049 0.00414 0.00386 0.00093 0.00027 0.00017 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 306 583671.41 4138839.36 1.5 0.00049 0.00408 0.00379 0.00091 0.00027 0.00049 0.00408 0.00379 0.00091 0.00027 0.00017 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 311 583667.28 4138817.56 1.5 0.00047 0.00394 0.00356 0.00086 0.00025 0.00047 0.00394 0.00356 0.00086 0.00025 0.00017 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 317 583666.07 4138807.74 1.5 0.00047 0.00394 0.00349 0.00084 0.00024 0.00047 0.00394 0.00349 0.00084 0.00024 0.00017 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 301 583667.11 4138844.88 1.5 0.00046 0.00384 0.00353 0.00085 0.00025 0.00046 0.00384 0.00353 0.00085 0.00025 0.00016 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 307 583665.9 4138835.06 1.5 0.00045 0.00379 0.00347 0.00084 0.00024 0.00045 0.00379 0.00347 0.00084 0.00024 0.00016 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 312 583661.76 4138813.26 1.5 0.00044 0.00367 0.00327 0.00079 0.00023 0.00044 0.00367 0.00327 0.00079 0.00023 0.00016 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 318 583660.55 4138803.43 1.5 0.00044 0.00367 0.00321 0.00078 0.00023 0.00044 0.00367 0.00321 0.00078 0.00023 0.00017 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 302 583661.59 4138840.57 1.5 0.00043 0.00358 0.00324 0.00078 0.00023 0.00043 0.00358 0.00324 0.00078 0.00023 0.00016 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 308 583660.38 4138830.75 1.5 0.00042 0.00353 0.0032 0.00077 0.00022 0.00042 0.00353 0.0032 0.00077 0.00022 0.00016 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 313 583656.24 4138808.95 1.5 0.00041 0.00342 0.00302 0.00073 0.00021 0.00041 0.00342 0.00302 0.00073 0.00021 0.00016 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 303 583656.07 4138836.27 1.5 0.0004 0.00334 0.00299 0.00072 0.00021 0.0004 0.00334 0.00299 0.00072 0.00021 0.00015 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 361 583655.45 4138826.91 1.5 0.0004 0.00332 0.00297 0.00072 0.00021 0.0004 0.00332 0.00297 0.00072 0.00021 0.00015 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 359 583651.14 4138832.43 1.5 0.00038 0.00315 0.00279 0.00067 0.00019 0.00038 0.00315 0.00279 0.00067 0.00019 0.00015 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 362 583649.93 4138822.61 1.5 0.00037 0.00311 0.00275 0.00067 0.00019 0.00037 0.00311 0.00275 0.00067 0.00019 0.00015 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 360 583645.62 4138828.12 1.5 0.00035 0.00295 0.00259 0.00063 0.00018 0.00035 0.00295 0.00259 0.00063 0.00018 0.00015 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 675-685 E Middlefield Road, Mountain View, CA - Construction Impacts - Without Mitigation Maximum DPM Cancer Risk and PM2.5 Calculations From Construction Impacts at On-Site MEI Location - 7.9 meter receptor height Cancer Risk (per million) = CPF x Inhalation Dose x ASF x ED/AT x FAH x 1.0E6 Where: CPF = Cancer potency factor (mg/kg-day)-1
ASF = Age sensitivity factor for specified age group
ED = Exposure duration (years)
AT = Averaging time for lifetime cancer risk (years)
FAH = Fraction of time spent at home (unitless)
Inhalation Dose = Cair x DBR x A x (EF/365) x 10-6
Where: Cair = concentration in air (μg/m3)
DBR = daily breathing rate (L/kg body weight-day)
A = Inhalation absorption factor
EF = Exposure frequency (days/year)
10-6 = Conversion factor
Values
Infant/Child Adult
Age --> 3rd Trimester 0 - 2 2 - 16 16 - 30
Parameter
ASF = 10 10 3 1
CPF = 1.10E+00 1.10E+00 1.10E+00 1.10E+00
DBR* = 361 1090 572 261
A = 1 1 1 1
EF = 350 350 350 350
AT = 70 70 70 70
FAH = 1.00 1.00 1.00 0.73
* 95th percentile breathing rates for infants and 80th percentile for children and adults Construction Cancer Risk by Year - Maximum Impact Receptor Location Infant/Child - Exposure Information Infant/Child Adult - Exposure Information Adult Exposure Age Cancer Modeled Age Cancer Maximum
Exposure Duration DPM Conc (ug/m3) Sensitivity Risk DPM Conc (ug/m3) Sensitivity Risk Hazard Fugitive Total Year (years) Age Year Annual Factor (per million) Year Annual Factor (per million) Index PM2.5 PM2.5 0 0.25 -0.25 - 0* 2029 0.0095 10 0.13 2029 0.0095 - -
1 1 0 - 1 2029 0.0095 10 1.57 2029 0.0095 1 0.03 0.00 0.00 0.01 2 1 1 - 2 0.0000 10 0.00 0.0000 1 0.00
3 1 2 - 3 0.0000 3 0.00 0.0000 1 0.00
4 1 3 - 4 0.0000 3 0.00 0.0000 1 0.00
5 1 4 - 5 0.0000 3 0.00 0.0000 1 0.00
6 1 5 - 6 0.0000 3 0.00 0.0000 1 0.00
7 1 6 - 7 0.0000 3 0.00 0.0000 1 0.00
8 1 7 - 8 0.0000 3 0.00 0.0000 1 0.00
9 1 8 - 9 0.0000 3 0.00 0.0000 1 0.00
10 1 9 - 10 0.0000 3 0.00 0.0000 1 0.00
11 1 10 - 11 0.0000 3 0.00 0.0000 1 0.00
12 1 11 - 12 0.0000 3 0.00 0.0000 1 0.00
13 1 12 - 13 0.0000 3 0.00 0.0000 1 0.00
14 1 13 - 14 0.0000 3 0.00 0.0000 1 0.00
15 1 14 - 15 0.0000 3 0.00 0.0000 1 0.00
16 1 15 - 16 0.0000 3 0.00 0.0000 1 0.00
17 1 16-17 0.0000 1 0.00 0.0000 1 0.00
18 1 17-18 0.0000 1 0.00 0.0000 1 0.00
19 1 18-19 0.0000 1 0.00 0.0000 1 0.00
20 1 19-20 0.0000 1 0.00 0.0000 1 0.00
21 1 20-21 0.0000 1 0.00 0.0000 1 0.00
22 1 21-22 0.0000 1 0.00 0.0000 1 0.00
23 1 22-23 0.0000 1 0.00 0.0000 1 0.00
24 1 23-24 0.0000 1 0.00 0.0000 1 0.00
25 1 24-25 0.0000 1 0.00 0.0000 1 0.00
26 1 25-26 0.0000 1 0.00 0.0000 1 0.00
27 1 26-27 0.0000 1 0.00 0.0000 1 0.00
28 1 27-28 0.0000 1 0.00 0.0000 1 0.00
29 1 28-29 0.0000 1 0.00 0.0000 1 0.00
30 1 29-30 0.0000 1 0.00 0.0000 1 0.00
Total Increased Cancer Risk 1.70 0.03
* Third trimester of pregnancy
675-685 E Middlefield Road, Mountain View, CA - Construction Impacts - Without Mitigation Maximum DPM Cancer Risk and PM2.5 Calculations From Construction Impacts at On-Site MEI Location - 4.9 meter receptor height Cancer Risk (per million) = CPF x Inhalation Dose x ASF x ED/AT x FAH x 1.0E6 Where: CPF = Cancer potency factor (mg/kg-day)-1
ASF = Age sensitivity factor for specified age group
ED = Exposure duration (years)
AT = Averaging time for lifetime cancer risk (years)
FAH = Fraction of time spent at home (unitless)
Inhalation Dose = Cair x DBR x A x (EF/365) x 10-6
Where: Cair = concentration in air (μg/m3)
DBR = daily breathing rate (L/kg body weight-day)
A = Inhalation absorption factor
EF = Exposure frequency (days/year)
10-6 = Conversion factor
Values
Infant/Child Adult
Age --> 3rd Trimester 0 - 2 2 - 16 16 - 30
Parameter
ASF = 10 10 3 1
CPF = 1.10E+00 1.10E+00 1.10E+00 1.10E+00
DBR* = 361 1090 572 261
A = 1 1 1 1
EF = 350 350 350 350
AT = 70 70 70 70
FAH = 1.00 1.00 1.00 0.73
* 95th percentile breathing rates for infants and 80th percentile for children and adults Construction Cancer Risk by Year - Maximum Impact Receptor Location Infant/Child - Exposure Information Infant/Child Adult - Exposure Information Adult Exposure Age Cancer Modeled Age Cancer Maximum
Exposure Duration DPM Conc (ug/m3) Sensitivity Risk DPM Conc (ug/m3) Sensitivity Risk Hazard Fugitive Total Year (years) Age Year Annual Factor (per million) Year Annual Factor (per million) Index PM2.5 PM2.5 0 0.25 -0.25 - 0* 2029 0.0151 10 0.20 2029 0.0151 - -
1 1 0 - 1 2029 0.0151 10 2.47 2029 0.0151 1 0.04 0.00 0.00 0.02 2 1 1 - 2 0.0000 10 0.00 0.0000 1 0.00
3 1 2 - 3 0.0000 3 0.00 0.0000 1 0.00
4 1 3 - 4 0.0000 3 0.00 0.0000 1 0.00
5 1 4 - 5 0.0000 3 0.00 0.0000 1 0.00
6 1 5 - 6 0.0000 3 0.00 0.0000 1 0.00
7 1 6 - 7 0.0000 3 0.00 0.0000 1 0.00
8 1 7 - 8 0.0000 3 0.00 0.0000 1 0.00
9 1 8 - 9 0.0000 3 0.00 0.0000 1 0.00
10 1 9 - 10 0.0000 3 0.00 0.0000 1 0.00
11 1 10 - 11 0.0000 3 0.00 0.0000 1 0.00
12 1 11 - 12 0.0000 3 0.00 0.0000 1 0.00
13 1 12 - 13 0.0000 3 0.00 0.0000 1 0.00
14 1 13 - 14 0.0000 3 0.00 0.0000 1 0.00
15 1 14 - 15 0.0000 3 0.00 0.0000 1 0.00
16 1 15 - 16 0.0000 3 0.00 0.0000 1 0.00
17 1 16-17 0.0000 1 0.00 0.0000 1 0.00
18 1 17-18 0.0000 1 0.00 0.0000 1 0.00
19 1 18-19 0.0000 1 0.00 0.0000 1 0.00
20 1 19-20 0.0000 1 0.00 0.0000 1 0.00
21 1 20-21 0.0000 1 0.00 0.0000 1 0.00
22 1 21-22 0.0000 1 0.00 0.0000 1 0.00
23 1 22-23 0.0000 1 0.00 0.0000 1 0.00
24 1 23-24 0.0000 1 0.00 0.0000 1 0.00
25 1 24-25 0.0000 1 0.00 0.0000 1 0.00
26 1 25-26 0.0000 1 0.00 0.0000 1 0.00
27 1 26-27 0.0000 1 0.00 0.0000 1 0.00
28 1 27-28 0.0000 1 0.00 0.0000 1 0.00
29 1 28-29 0.0000 1 0.00 0.0000 1 0.00
30 1 29-30 0.0000 1 0.00 0.0000 1 0.00
Total Increased Cancer Risk 2.68 0.04
* Third trimester of pregnancy
675-685 E Middlefield Road, Mountain View, CA - Construction Impacts - Without Mitigation Maximum DPM Cancer Risk and PM2.5 Calculations From Construction Impacts at On-Site MEI Location - 1.5 meter receptor height Cancer Risk (per million) = CPF x Inhalation Dose x ASF x ED/AT x FAH x 1.0E6 Where: CPF = Cancer potency factor (mg/kg-day)-1
ASF = Age sensitivity factor for specified age group
ED = Exposure duration (years)
AT = Averaging time for lifetime cancer risk (years)
FAH = Fraction of time spent at home (unitless)
Inhalation Dose = Cair x DBR x A x (EF/365) x 10-6
Where: Cair = concentration in air (μg/m3)
DBR = daily breathing rate (L/kg body weight-day)
A = Inhalation absorption factor
EF = Exposure frequency (days/year)
10-6 = Conversion factor
Values
Infant/Child Adult
Age --> 3rd Trimester 0 - 2 2 - 16 16 - 30
Parameter
ASF = 10 10 3 1
CPF = 1.10E+00 1.10E+00 1.10E+00 1.10E+00
DBR* = 361 1090 572 261
A = 1 1 1 1
EF = 350 350 350 350
AT = 70 70 70 70
FAH = 1.00 1.00 1.00 0.73
* 95th percentile breathing rates for infants and 80th percentile for children and adults Construction Cancer Risk by Year - Maximum Impact Receptor Location Infant/Child - Exposure Information Infant/Child Adult - Exposure Information Adult Exposure Age Cancer Modeled Age Cancer Maximum
Exposure Duration DPM Conc (ug/m3) Sensitivity Risk DPM Conc (ug/m3) Sensitivity Risk Hazard Fugitive Total Year (years) Age Year Annual Factor (per million) Year Annual Factor (per million) Index PM2.5 PM2.5 0 0.25 -0.25 - 0* 2029 0.0103 10 0.14 2029 0.0103 - -
1 1 0 - 1 2029 0.0103 10 1.70 2029 0.0103 1 0.03 0.00 0.01 0.02 2 1 1 - 2 0.0000 10 0.00 0.0000 1 0.00
3 1 2 - 3 0.0000 3 0.00 0.0000 1 0.00
4 1 3 - 4 0.0000 3 0.00 0.0000 1 0.00
5 1 4 - 5 0.0000 3 0.00 0.0000 1 0.00
6 1 5 - 6 0.0000 3 0.00 0.0000 1 0.00
7 1 6 - 7 0.0000 3 0.00 0.0000 1 0.00
8 1 7 - 8 0.0000 3 0.00 0.0000 1 0.00
9 1 8 - 9 0.0000 3 0.00 0.0000 1 0.00
10 1 9 - 10 0.0000 3 0.00 0.0000 1 0.00
11 1 10 - 11 0.0000 3 0.00 0.0000 1 0.00
12 1 11 - 12 0.0000 3 0.00 0.0000 1 0.00
13 1 12 - 13 0.0000 3 0.00 0.0000 1 0.00
14 1 13 - 14 0.0000 3 0.00 0.0000 1 0.00
15 1 14 - 15 0.0000 3 0.00 0.0000 1 0.00
16 1 15 - 16 0.0000 3 0.00 0.0000 1 0.00
17 1 16-17 0.0000 1 0.00 0.0000 1 0.00
18 1 17-18 0.0000 1 0.00 0.0000 1 0.00
19 1 18-19 0.0000 1 0.00 0.0000 1 0.00
20 1 19-20 0.0000 1 0.00 0.0000 1 0.00
21 1 20-21 0.0000 1 0.00 0.0000 1 0.00
22 1 21-22 0.0000 1 0.00 0.0000 1 0.00
23 1 22-23 0.0000 1 0.00 0.0000 1 0.00
24 1 23-24 0.0000 1 0.00 0.0000 1 0.00
25 1 24-25 0.0000 1 0.00 0.0000 1 0.00
26 1 25-26 0.0000 1 0.00 0.0000 1 0.00
27 1 26-27 0.0000 1 0.00 0.0000 1 0.00
28 1 27-28 0.0000 1 0.00 0.0000 1 0.00
29 1 28-29 0.0000 1 0.00 0.0000 1 0.00
30 1 29-30 0.0000 1 0.00 0.0000 1 0.00
Total Increased Cancer Risk 1.84 0.03
* Third trimester of pregnancy
Attachment 3: Health Risk Modeling Information and Calculations File Name: Highways 2025.EF
CT-EMFAC2021 Version: 1.0.2.0
Run Date: 11/28/2023 11:24:32 AM
Area: Santa Clara (SF)
Analysis Year: 2025
Season: Annual
======================================================================= Vehicle Category VMT Fraction Diesel VMT Fraction Gas VMT Fraction
Across Category Within Category Within
Category
Truck 1 0.028 0.416 0.572
Truck 2 0.026 0.909 0.045
Non-Truck 0.946 0.007 0.917
======================================================================= Road Type: Freeway
Silt Loading Factor: CARB 0.015 g/m2
Precipitation Correction: CARB P = 63 days N = 365
days
======================================================================= Fleet Average Running Exhaust Emission Factors (grams/veh-mile) Pollutant Name 55 mph
PM2.5 0.001494
TOG 0.017076
Diesel PM 0.000703
======================================================================= Fleet Average Running Loss Emission Factors (grams/veh-hour) Pollutant Name Emission Factor
TOG 0.996619
======================================================================= Fleet Average Tire Wear Factors (grams/veh-mile)
Pollutant Name Emission Factor
PM2.5 0.002146
======================================================================= Fleet Average Brake Wear Factors (grams/veh-mile)
Pollutant Name 55 mph
PM2.5 0.002755
======================================================================= Fleet Average Road Dust Factors (grams/veh-mile)
Pollutant Name Emission Factor
PM2.5 0.008193
=============================END======================================= File Name: Highways 2030.EF
CT-EMFAC2021 Version: 1.0.2.0
Run Date: 11/28/2023 11:24:59 AM
Area: Santa Clara (SF)
Analysis Year: 2030
Season: Annual
======================================================================= Vehicle Category VMT Fraction Diesel VMT Fraction Gas VMT Fraction
Across Category Within Category Within
Category
Truck 1 0.028 0.395 0.513
Truck 2 0.026 0.857 0.042
Non-Truck 0.946 0.006 0.904
======================================================================= Road Type: Freeway
Silt Loading Factor: CARB 0.015 g/m2
Precipitation Correction: CARB P = 63 days N = 365
days
======================================================================= Fleet Average Running Exhaust Emission Factors (grams/veh-mile) Pollutant Name 55 mph
PM2.5 0.001165
TOG 0.012175
Diesel PM 0.000564
======================================================================= Fleet Average Running Loss Emission Factors (grams/veh-hour) Pollutant Name Emission Factor
TOG 0.870225
======================================================================= Fleet Average Tire Wear Factors (grams/veh-mile)
Pollutant Name Emission Factor
PM2.5 0.002145
======================================================================= Fleet Average Brake Wear Factors (grams/veh-mile)
Pollutant Name 55 mph
PM2.5 0.002715
======================================================================= Fleet Average Road Dust Factors (grams/veh-mile)
Pollutant Name Emission Factor
PM2.5 0.008263
=============================END======================================= File Name: Local Roadways 2025.EF
CT-EMFAC2021 Version: 1.0.2.0
Run Date: 11/28/2023 11:22:29 AM
Area: Santa Clara (SF)
Analysis Year: 2025
Season: Annual
======================================================================= Vehicle Category VMT Fraction Diesel VMT Fraction Gas VMT Fraction
Across Category Within Category Within
Category
Truck 1 0.016 0.416 0.572
Truck 2 0.019 0.909 0.045
Non-Truck 0.965 0.007 0.917
======================================================================= Road Type: Major/Collector
Silt Loading Factor: CARB 0.032 g/m2
Precipitation Correction: CARB P = 63 days N = 365
days
======================================================================= Fleet Average Running Exhaust Emission Factors (grams/veh-mile) Pollutant Name 35 mph
PM2.5 0.001421
TOG 0.021181
Diesel PM 0.000374
======================================================================= Fleet Average Running Loss Emission Factors (grams/veh-hour) Pollutant Name Emission Factor
TOG 0.998556
======================================================================= Fleet Average Tire Wear Factors (grams/veh-mile)
Pollutant Name Emission Factor
PM2.5 0.002107
======================================================================= Fleet Average Brake Wear Factors (grams/veh-mile)
Pollutant Name 35 mph
PM2.5 0.005497
======================================================================= Fleet Average Road Dust Factors (grams/veh-mile)
Pollutant Name Emission Factor
PM2.5 0.015309
=============================END======================================= File Name: Local Roadways 2030.EF
CT-EMFAC2021 Version: 1.0.2.0
Run Date: 11/28/2023 11:22:48 AM
Area: Santa Clara (SF)
Analysis Year: 2030
Season: Annual
======================================================================= Vehicle Category VMT Fraction Diesel VMT Fraction Gas VMT Fraction
Across Category Within Category Within
Category
Truck 1 0.017 0.395 0.513
Truck 2 0.018 0.857 0.042
Non-Truck 0.965 0.006 0.904
======================================================================= Road Type: Major/Collector
Silt Loading Factor: CARB 0.032 g/m2
Precipitation Correction: CARB P = 63 days N = 365
days
======================================================================= Fleet Average Running Exhaust Emission Factors (grams/veh-mile) Pollutant Name 35 mph
PM2.5 0.001062
TOG 0.015118
Diesel PM 0.000265
======================================================================= Fleet Average Running Loss Emission Factors (grams/veh-hour) Pollutant Name Emission Factor
TOG 0.874937
======================================================================= Fleet Average Tire Wear Factors (grams/veh-mile)
Pollutant Name Emission Factor
PM2.5 0.002102
======================================================================= Fleet Average Brake Wear Factors (grams/veh-mile)
Pollutant Name 35 mph
PM2.5 0.005443
======================================================================= Fleet Average Road Dust Factors (grams/veh-mile)
Pollutant Name Emission Factor
PM2.5 0.015354
=============================END======================================= 675-685 E Middlefield Road, Mountain View, CA - Southbay Freeway Traffic - TACs & PM2.5 AERMOD Risk Modeling Parameters and Maximum Concentrations at Construction MEI Receptor (1.5 meter receptor height) Emission Year 2025
Receptor Information Construction MEI receptor
Number of Receptors 2
Receptor Height 1.5 meters
Receptor Distances At Construction MEI location
Meteorological Conditions
BAAQMD Moffett Field Met Data 2013 - 2017
Land Use Classification Urban
Wind Speed Variable
Wind Direction Variable
Construction MEI Cancer Risk Maximum Concentrations
Meteorological
Data Years DPM Exhaust TOG Evaporative TOG
2013-2017 0.0021 0.0388 0.0412
Construction MEI PM2.5 Maximum Concentrations
Meteorological
Data Years Total PM2.5 Fugitive PM2.5 Vehicle PM2.5
2013-2017 0.0293 0.0263 0.0030
Concentration (μg/m3)
PM2.5 Concentration (μg/m3)
675-685 E Middlefield Road, Mountain View, CA - Southbay Freeway Traffic Cancer Risk Impacts at Construction Residential MEIs - 1.5 meter receptor height 30 Year Residential Exposure
Cancer Risk Calculation Method
Cancer Risk (per million) = CPF x Inhalation Dose x ASF x ED/AT x FAH x 1.0E6 Where: CPF = Cancer potency factor (mg/kg-day)-1
ASF = Age sensitivity factor for specified age group
ED = Exposure duration (years)
AT = Averaging time for lifetime cancer risk (years)
FAH = Fraction of time spent at home (unitless)
Inhalation Dose = Cair x DBR x A x (EF/365) x 10-6
Where: Cair = concentration in air (μg/m3)
DBR = daily breathing rate (L/kg body weight-day)
A = Inhalation absorption factor
EF = Exposure frequency (days/year)
10-6 = Conversion factor
Cancer Potency Factors (mg/kg-day)-1
CPF
1.10E+00
Vehicle TOG Exhaust 6.28E-03
Vehicle TOG Evaporative 3.70E-04
Values
Infant/Child Adult
Age --> 3rd Trimester 0 - 2 2 - 16 16 - 30
Parameter
ASF = 10 10 3 1
DBR* = 361 1090 572 261
A = 1 1 1 1
EF = 350 350 350 350
AT = 70 70 70 70
FAH = 1.00 1.00 1.00 0.73
* 95th percentile breathing rates for infants and 80th percentile for children and adults Construction Cancer Risk by Year - Maximum Impact Receptor Location Exposure
Exposure Duration DPM
Exhaust
TOG
Evaporative
TOG DPM
Year (years) Age
0 0.25 -0.25 - 0* 10 0.0021 0.0388 0.0412 0.029 0.003 0.0002 0.03 Hazard
Index
Fugitive
PM2.5
Total
PM2.5
1 1 0 - 1 10 0.0021 0.0388 0.0412 0.347 0.036 0.0023 0.39 0.00042 0.03 0.03 2 1 1 - 2 10 0.0021 0.0388 0.0412 0.347 0.036 0.0023 0.39 3 1 2 - 3 3 0.0021 0.0388 0.0412 0.055 0.006 0.0004 0.06 4 1 3 - 4 3 0.0021 0.0388 0.0412 0.055 0.006 0.0004 0.06 5 1 4 - 5 3 0.0021 0.0388 0.0412 0.055 0.006 0.0004 0.06 6 1 5 - 6 3 0.0021 0.0388 0.0412 0.055 0.006 0.0004 0.06 7 1 6 - 7 3 0.0021 0.0388 0.0412 0.055 0.006 0.0004 0.06 8 1 7 - 8 3 0.0021 0.0388 0.0412 0.055 0.006 0.0004 0.06 9 1 8 - 9 3 0.0021 0.0388 0.0412 0.055 0.006 0.0004 0.06 10 1 9 - 10 3 0.0021 0.0388 0.0412 0.055 0.006 0.0004 0.06 11 1 10 - 11 3 0.0021 0.0388 0.0412 0.055 0.006 0.0004 0.06 12 1 11 - 12 3 0.0021 0.0388 0.0412 0.055 0.006 0.0004 0.06 13 1 12 - 13 3 0.0021 0.0388 0.0412 0.055 0.006 0.0004 0.06 14 1 13 - 14 3 0.0021 0.0388 0.0412 0.055 0.006 0.0004 0.06 15 1 14 - 15 3 0.0021 0.0388 0.0412 0.055 0.006 0.0004 0.06 16 1 15 - 16 3 0.0021 0.0388 0.0412 0.055 0.006 0.0004 0.06 17 1 16-17 1 0.0021 0.0388 0.0412 0.006 0.001 0.0000 0.01 18 1 17-18 1 0.0021 0.0388 0.0412 0.006 0.001 0.0000 0.01 19 1 18-19 1 0.0021 0.0388 0.0412 0.006 0.001 0.0000 0.01 20 1 19-20 1 0.0021 0.0388 0.0412 0.006 0.001 0.0000 0.01 21 1 20-21 1 0.0021 0.0388 0.0412 0.006 0.001 0.0000 0.01 22 1 21-22 1 0.0021 0.0388 0.0412 0.006 0.001 0.0000 0.01 23 1 22-23 1 0.0021 0.0388 0.0412 0.006 0.001 0.0000 0.01 24 1 23-24 1 0.0021 0.0388 0.0412 0.006 0.001 0.0000 0.01 25 1 24-25 1 0.0021 0.0388 0.0412 0.006 0.001 0.0000 0.01 26 1 25-26 1 0.0021 0.0388 0.0412 0.006 0.001 0.0000 0.01 27 1 26-27 1 0.0021 0.0388 0.0412 0.006 0.001 0.0000 0.01 28 1 27-28 1 0.0021 0.0388 0.0412 0.006 0.001 0.0000 0.01 29 1 28-29 1 0.0021 0.0388 0.0412 0.006 0.001 0.0000 0.01 30 1 29-30 1 0.0021 0.0388 0.0412 0.006 0.001 0.0000 0.01 Total Increased Cancer Risk 1.57 0.165 0.010 1.75
* Third trimester of pregnancy
2053
2054
2047
2048
2049
2050
2051
2052
2033
2046
2035
2036
2037
2038
2039
2040
2041
2042
2043
2044
2045
2034
Maximum
2025
2025
2026
2027
TOTAL
Year
Age
Sensitivity
Factor
Exhaust
TOG
Evaporative
TOG
Concentration (ug/m3) Cancer Risk (per million)
2029
2030
2031
2032
TAC
DPM
Maximum - Exposure Information
2028
675-685 E Middlefield Road, Mountain View, CA - E Middlefield Road Traffic - TACs & PM2.5 AERMOD Risk Modeling Parameters and Maximum Concentrations at Construction MEI Receptor (1.5 meter receptor height) Emission Year 2025
Receptor Information Construction MEI receptor
Number of Receptors 2
Receptor Height 1.5 meters
Receptor Distances At Construction MEI location
Meteorological Conditions
BAAQMD Moffett Field Met Data 2013 - 2017
Land Use Classification Urban
Wind Speed Variable
Wind Direction Variable
Construction MEI Cancer Risk Maximum Concentrations
Meteorological
Data Years DPM Exhaust TOG Evaporative TOG
2013-2017 0.0002 0.0125 0.0168
Construction MEI PM2.5 Maximum Concentrations
Meteorological
Data Years Total PM2.5 Fugitive PM2.5 Vehicle PM2.5
2013-2017 0.0142 0.0134 0.0008
Concentration (μg/m3)
PM2.5 Concentration (μg/m3)
675-685 E Middlefield Road, Mountain View, CA - E Middlefield Road Traffic Cancer Risk Impacts at Construction Residential MEIs - 1.5 meter receptor height 30 Year Residential Exposure
Cancer Risk Calculation Method
Cancer Risk (per million) = CPF x Inhalation Dose x ASF x ED/AT x FAH x 1.0E6 Where: CPF = Cancer potency factor (mg/kg-day)-1
ASF = Age sensitivity factor for specified age group
ED = Exposure duration (years)
AT = Averaging time for lifetime cancer risk (years)
FAH = Fraction of time spent at home (unitless)
Inhalation Dose = Cair x DBR x A x (EF/365) x 10-6
Where: Cair = concentration in air (μg/m3)
DBR = daily breathing rate (L/kg body weight-day)
A = Inhalation absorption factor
EF = Exposure frequency (days/year)
10-6 = Conversion factor
Cancer Potency Factors (mg/kg-day)-1
CPF
1.10E+00
Vehicle TOG Exhaust 6.28E-03
Vehicle TOG Evaporative 3.70E-04
Values
Infant/Child Adult
Age --> 3rd Trimester 0 - 2 2 - 16 16 - 30
Parameter
ASF = 10 10 3 1
DBR* = 361 1090 572 261
A = 1 1 1 1
EF = 350 350 350 350
AT = 70 70 70 70
FAH = 1.00 1.00 1.00 0.73
* 95th percentile breathing rates for infants and 80th percentile for children and adults Construction Cancer Risk by Year - Maximum Impact Receptor Location Exposure
Exposure Duration DPM
Exhaust
TOG
Evaporative
TOG DPM
Year (years) Age
0 0.25 -0.25 - 0* 10 0.0002 0.0125 0.0168 0.003 0.001 0.0001 0.00 Hazard
Index
Fugitive
PM2.5
Total
PM2.5
1 1 0 - 1 10 0.0002 0.0125 0.0168 0.036 0.012 0.0009 0.05 0.00004 0.01 0.01 2 1 1 - 2 10 0.0002 0.0125 0.0168 0.036 0.012 0.0009 0.05 3 1 2 - 3 3 0.0002 0.0125 0.0168 0.006 0.002 0.0001 0.01 4 1 3 - 4 3 0.0002 0.0125 0.0168 0.006 0.002 0.0001 0.01 5 1 4 - 5 3 0.0002 0.0125 0.0168 0.006 0.002 0.0001 0.01 6 1 5 - 6 3 0.0002 0.0125 0.0168 0.006 0.002 0.0001 0.01 7 1 6 - 7 3 0.0002 0.0125 0.0168 0.006 0.002 0.0001 0.01 8 1 7 - 8 3 0.0002 0.0125 0.0168 0.006 0.002 0.0001 0.01 9 1 8 - 9 3 0.0002 0.0125 0.0168 0.006 0.002 0.0001 0.01 10 1 9 - 10 3 0.0002 0.0125 0.0168 0.006 0.002 0.0001 0.01 11 1 10 - 11 3 0.0002 0.0125 0.0168 0.006 0.002 0.0001 0.01 12 1 11 - 12 3 0.0002 0.0125 0.0168 0.006 0.002 0.0001 0.01 13 1 12 - 13 3 0.0002 0.0125 0.0168 0.006 0.002 0.0001 0.01 14 1 13 - 14 3 0.0002 0.0125 0.0168 0.006 0.002 0.0001 0.01 15 1 14 - 15 3 0.0002 0.0125 0.0168 0.006 0.002 0.0001 0.01 16 1 15 - 16 3 0.0002 0.0125 0.0168 0.006 0.002 0.0001 0.01 17 1 16-17 1 0.0002 0.0125 0.0168 0.001 0.000 0.0000 0.00 18 1 17-18 1 0.0002 0.0125 0.0168 0.001 0.000 0.0000 0.00 19 1 18-19 1 0.0002 0.0125 0.0168 0.001 0.000 0.0000 0.00 20 1 19-20 1 0.0002 0.0125 0.0168 0.001 0.000 0.0000 0.00 21 1 20-21 1 0.0002 0.0125 0.0168 0.001 0.000 0.0000 0.00 22 1 21-22 1 0.0002 0.0125 0.0168 0.001 0.000 0.0000 0.00 23 1 22-23 1 0.0002 0.0125 0.0168 0.001 0.000 0.0000 0.00 24 1 23-24 1 0.0002 0.0125 0.0168 0.001 0.000 0.0000 0.00 25 1 24-25 1 0.0002 0.0125 0.0168 0.001 0.000 0.0000 0.00 26 1 25-26 1 0.0002 0.0125 0.0168 0.001 0.000 0.0000 0.00 27 1 26-27 1 0.0002 0.0125 0.0168 0.001 0.000 0.0000 0.00 28 1 27-28 1 0.0002 0.0125 0.0168 0.001 0.000 0.0000 0.00 29 1 28-29 1 0.0002 0.0125 0.0168 0.001 0.000 0.0000 0.00 30 1 29-30 1 0.0002 0.0125 0.0168 0.001 0.000 0.0000 0.00 Total Increased Cancer Risk 0.16 0.053 0.004 0.22
* Third trimester of pregnancy
2053
2054
2047
2048
2049
2050
2051
2052
2033
2046
2035
2036
2037
2038
2039
2040
2041
2042
2043
2044
2045
2034
Maximum
2025
2025
2026
2027
2028
TOTAL
Year
Age
Sensitivity
Factor
Exhaust
TOG
Evaporative
TOG
2029
2030
2031
2032
TAC
DPM
Maximum - Exposure Information Concentration (ug/m3) Cancer Risk (per million) 675-685 E Middlefield Road, Mountain View, CA - Southbay Freeway Traffic - TACs & PM2.5 AERMOD Risk Modeling Parameters and Maximum Concentrations at Onsite MEI Receptor (1.5, 4.6, 7.9 meter receptor height) Emission Year 2030
Receptor Information Onsite MEI receptor
Number of Receptors 297
Receptor Height 1.5, 4.6, 7.9 meters
Receptor Distances At Onsite MEI location
Meteorological Conditions
BAAQMD Moffett Field Met Data 2013 - 2017
Land Use Classification Urban
Wind Speed Variable
Wind Direction Variable
Construction MEI Cancer Risk Maximum Concentrations
Meteorological
Data Years DPM Exhaust TOG Evaporative TOG
2013-2017 0.0034 0.0633 0.0825 1st Floor
2013-2017 0.0031 0.0540 0.0704 2nd Floor
2013-2017 0.0023 0.0376 0.0490 3rd Floor
Construction MEI PM2.5 Maximum Concentrations
Meteorological
Data Years Total PM2.5 Fugitive PM2.5 Vehicle PM2.5
2013-2017 0.0730 0.0670 0.0061 1st Floor
2013-2017 0.0623 0.0571 0.0052 2nd Floor
2013-2017 0.0433 0.0397 0.0036 3rd Floor
Concentration (μg/m3)
PM2.5 Concentration (μg/m3)
675-685 E Middlefield Road, Mountain View, CA - Southbay Freeway Traffic Cancer Risk Impacts at Onsite Residential MEI - 1.5 meter receptor height 30 Year Residential Exposure
Cancer Risk Calculation Method
Cancer Risk (per million) = CPF x Inhalation Dose x ASF x ED/AT x FAH x 1.0E6 Where: CPF = Cancer potency factor (mg/kg-day)-1
ASF = Age sensitivity factor for specified age group
ED = Exposure duration (years)
AT = Averaging time for lifetime cancer risk (years)
FAH = Fraction of time spent at home (unitless)
Inhalation Dose = Cair x DBR x A x (EF/365) x 10-6
Where: Cair = concentration in air (μg/m3)
DBR = daily breathing rate (L/kg body weight-day)
A = Inhalation absorption factor
EF = Exposure frequency (days/year)
10-6 = Conversion factor
Cancer Potency Factors (mg/kg-day)-1
CPF
1.10E+00
Vehicle TOG Exhaust 6.28E-03
Vehicle TOG Evaporative 3.70E-04
Values
Infant/Child Adult
Age --> 3rd Trimester 0 - 2 2 - 16 16 - 30
Parameter
ASF = 10 10 3 1
DBR* = 361 1090 572 261
A = 1 1 1 1
EF = 350 350 350 350
AT = 70 70 70 70
FAH = 1.00 1.00 1.00 0.73
* 95th percentile breathing rates for infants and 80th percentile for children and adults Construction Cancer Risk by Year - Maximum Impact Receptor Location Exposure
Exposure Duration DPM
Exhaust
TOG
Evaporative
TOG DPM
Year (years) Age
0 0.25 -0.25 - 0* 10 0.0034 0.0633 0.0825 0.046 0.005 0.0004 0.05 Hazard
Index
Fugitive
PM2.5
Total
PM2.5
1 1 0 - 1 10 0.0034 0.0633 0.0825 0.550 0.059 0.0046 0.61 0.00067 0.07 0.07 2 1 1 - 2 10 0.0034 0.0633 0.0825 0.550 0.059 0.0046 0.61 3 1 2 - 3 3 0.0034 0.0633 0.0825 0.087 0.009 0.0007 0.10 4 1 3 - 4 3 0.0034 0.0633 0.0825 0.087 0.009 0.0007 0.10 5 1 4 - 5 3 0.0034 0.0633 0.0825 0.087 0.009 0.0007 0.10 6 1 5 - 6 3 0.0034 0.0633 0.0825 0.087 0.009 0.0007 0.10 7 1 6 - 7 3 0.0034 0.0633 0.0825 0.087 0.009 0.0007 0.10 8 1 7 - 8 3 0.0034 0.0633 0.0825 0.087 0.009 0.0007 0.10 9 1 8 - 9 3 0.0034 0.0633 0.0825 0.087 0.009 0.0007 0.10 10 1 9 - 10 3 0.0034 0.0633 0.0825 0.087 0.009 0.0007 0.10 11 1 10 - 11 3 0.0034 0.0633 0.0825 0.087 0.009 0.0007 0.10 12 1 11 - 12 3 0.0034 0.0633 0.0825 0.087 0.009 0.0007 0.10 13 1 12 - 13 3 0.0034 0.0633 0.0825 0.087 0.009 0.0007 0.10 14 1 13 - 14 3 0.0034 0.0633 0.0825 0.087 0.009 0.0007 0.10 15 1 14 - 15 3 0.0034 0.0633 0.0825 0.087 0.009 0.0007 0.10 16 1 15 - 16 3 0.0034 0.0633 0.0825 0.087 0.009 0.0007 0.10 17 1 16-17 1 0.0034 0.0633 0.0825 0.010 0.001 0.0001 0.01 18 1 17-18 1 0.0034 0.0633 0.0825 0.010 0.001 0.0001 0.01 19 1 18-19 1 0.0034 0.0633 0.0825 0.010 0.001 0.0001 0.01 20 1 19-20 1 0.0034 0.0633 0.0825 0.010 0.001 0.0001 0.01 21 1 20-21 1 0.0034 0.0633 0.0825 0.010 0.001 0.0001 0.01 22 1 21-22 1 0.0034 0.0633 0.0825 0.010 0.001 0.0001 0.01 23 1 22-23 1 0.0034 0.0633 0.0825 0.010 0.001 0.0001 0.01 24 1 23-24 1 0.0034 0.0633 0.0825 0.010 0.001 0.0001 0.01 25 1 24-25 1 0.0034 0.0633 0.0825 0.010 0.001 0.0001 0.01 26 1 25-26 1 0.0034 0.0633 0.0825 0.010 0.001 0.0001 0.01 27 1 26-27 1 0.0034 0.0633 0.0825 0.010 0.001 0.0001 0.01 28 1 27-28 1 0.0034 0.0633 0.0825 0.010 0.001 0.0001 0.01 29 1 28-29 1 0.0034 0.0633 0.0825 0.010 0.001 0.0001 0.01 30 1 29-30 1 0.0034 0.0633 0.0825 0.010 0.001 0.0001 0.01 Total Increased Cancer Risk 2.49 0.269 0.021 2.78
* Third trimester of pregnancy
2058
2059
2052
2053
2054
2055
2056
2057
2038
2051
2040
2041
2042
2043
2044
2045
2046
2047
2048
2049
2050
2039
Maximum
2030
2030
2031
2032
2033
TOTAL
Year
Age
Sensitivity
Factor
Exhaust
TOG
Evaporative
TOG
2034
2035
2036
2037
TAC
DPM
Maximum - Exposure Information Concentration (ug/m3) Cancer Risk (per million) 675-685 E Middlefield Road, Mountain View, CA - Southbay Freeway Traffic Cancer Risk Impacts at Onsite Residential MEI - 4.6 meter receptor height 30 Year Residential Exposure
Cancer Risk Calculation Method
Cancer Risk (per million) = CPF x Inhalation Dose x ASF x ED/AT x FAH x 1.0E6 Where: CPF = Cancer potency factor (mg/kg-day)-1
ASF = Age sensitivity factor for specified age group
ED = Exposure duration (years)
AT = Averaging time for lifetime cancer risk (years)
FAH = Fraction of time spent at home (unitless)
Inhalation Dose = Cair x DBR x A x (EF/365) x 10-6
Where: Cair = concentration in air (μg/m3)
DBR = daily breathing rate (L/kg body weight-day)
A = Inhalation absorption factor
EF = Exposure frequency (days/year)
10-6 = Conversion factor
Cancer Potency Factors (mg/kg-day)-1
CPF
1.10E+00
Vehicle TOG Exhaust 6.28E-03
Vehicle TOG Evaporative 3.70E-04
Values
Infant/Child Adult
Age --> 3rd Trimester 0 - 2 2 - 16 16 - 30
Parameter
ASF = 10 10 3 1
DBR* = 361 1090 572 261
A = 1 1 1 1
EF = 350 350 350 350
AT = 70 70 70 70
FAH = 1.00 1.00 1.00 0.73
* 95th percentile breathing rates for infants and 80th percentile for children and adults Construction Cancer Risk by Year - Maximum Impact Receptor Location Exposure
Exposure Duration DPM
Exhaust
TOG
Evaporative
TOG DPM
Year (years) Age
0 0.25 -0.25 - 0* 10 0.0031 0.0540 0.0704 0.042 0.004 0.0003 0.05 Hazard
Index
Fugitive
PM2.5
Total
PM2.5
1 1 0 - 1 10 0.0031 0.0540 0.0704 0.504 0.051 0.0039 0.56 0.00061 0.06 0.06 2 1 1 - 2 10 0.0031 0.0540 0.0704 0.504 0.051 0.0039 0.56 3 1 2 - 3 3 0.0031 0.0540 0.0704 0.079 0.008 0.0006 0.09 4 1 3 - 4 3 0.0031 0.0540 0.0704 0.079 0.008 0.0006 0.09 5 1 4 - 5 3 0.0031 0.0540 0.0704 0.079 0.008 0.0006 0.09 6 1 5 - 6 3 0.0031 0.0540 0.0704 0.079 0.008 0.0006 0.09 7 1 6 - 7 3 0.0031 0.0540 0.0704 0.079 0.008 0.0006 0.09 8 1 7 - 8 3 0.0031 0.0540 0.0704 0.079 0.008 0.0006 0.09 9 1 8 - 9 3 0.0031 0.0540 0.0704 0.079 0.008 0.0006 0.09 10 1 9 - 10 3 0.0031 0.0540 0.0704 0.079 0.008 0.0006 0.09 11 1 10 - 11 3 0.0031 0.0540 0.0704 0.079 0.008 0.0006 0.09 12 1 11 - 12 3 0.0031 0.0540 0.0704 0.079 0.008 0.0006 0.09 13 1 12 - 13 3 0.0031 0.0540 0.0704 0.079 0.008 0.0006 0.09 14 1 13 - 14 3 0.0031 0.0540 0.0704 0.079 0.008 0.0006 0.09 15 1 14 - 15 3 0.0031 0.0540 0.0704 0.079 0.008 0.0006 0.09 16 1 15 - 16 3 0.0031 0.0540 0.0704 0.079 0.008 0.0006 0.09 17 1 16-17 1 0.0031 0.0540 0.0704 0.009 0.001 0.0001 0.01 18 1 17-18 1 0.0031 0.0540 0.0704 0.009 0.001 0.0001 0.01 19 1 18-19 1 0.0031 0.0540 0.0704 0.009 0.001 0.0001 0.01 20 1 19-20 1 0.0031 0.0540 0.0704 0.009 0.001 0.0001 0.01 21 1 20-21 1 0.0031 0.0540 0.0704 0.009 0.001 0.0001 0.01 22 1 21-22 1 0.0031 0.0540 0.0704 0.009 0.001 0.0001 0.01 23 1 22-23 1 0.0031 0.0540 0.0704 0.009 0.001 0.0001 0.01 24 1 23-24 1 0.0031 0.0540 0.0704 0.009 0.001 0.0001 0.01 25 1 24-25 1 0.0031 0.0540 0.0704 0.009 0.001 0.0001 0.01 26 1 25-26 1 0.0031 0.0540 0.0704 0.009 0.001 0.0001 0.01 27 1 26-27 1 0.0031 0.0540 0.0704 0.009 0.001 0.0001 0.01 28 1 27-28 1 0.0031 0.0540 0.0704 0.009 0.001 0.0001 0.01 29 1 28-29 1 0.0031 0.0540 0.0704 0.009 0.001 0.0001 0.01 30 1 29-30 1 0.0031 0.0540 0.0704 0.009 0.001 0.0001 0.01 Total Increased Cancer Risk 2.28 0.230 0.018 2.53
* Third trimester of pregnancy
2058
2059
2052
2053
2054
2055
2056
2057
2038
2051
2040
2041
2042
2043
2044
2045
2046
2047
2048
2049
2050
2039
Maximum
2030
2030
2031
2032
2033
TOTAL
Year
Age
Sensitivity
Factor
Exhaust
TOG
Evaporative
TOG
2034
2035
2036
2037
TAC
DPM
Maximum - Exposure Information Concentration (ug/m3) Cancer Risk (per million) 675-685 E Middlefield Road, Mountain View, CA - Southbay Freeway Traffic Cancer Risk Impacts at Onsite Residential MEI - 7.9 meter receptor height 30 Year Residential Exposure
Cancer Risk Calculation Method
Cancer Risk (per million) = CPF x Inhalation Dose x ASF x ED/AT x FAH x 1.0E6 Where: CPF = Cancer potency factor (mg/kg-day)-1
ASF = Age sensitivity factor for specified age group
ED = Exposure duration (years)
AT = Averaging time for lifetime cancer risk (years)
FAH = Fraction of time spent at home (unitless)
Inhalation Dose = Cair x DBR x A x (EF/365) x 10-6
Where: Cair = concentration in air (μg/m3)
DBR = daily breathing rate (L/kg body weight-day)
A = Inhalation absorption factor
EF = Exposure frequency (days/year)
10-6 = Conversion factor
Cancer Potency Factors (mg/kg-day)-1
CPF
1.10E+00
Vehicle TOG Exhaust 6.28E-03
Vehicle TOG Evaporative 3.70E-04
Values
Infant/Child Adult
Age --> 3rd Trimester 0 - 2 2 - 16 16 - 30
Parameter
ASF = 10 10 3 1
DBR* = 361 1090 572 261
A = 1 1 1 1
EF = 350 350 350 350
AT = 70 70 70 70
FAH = 1.00 1.00 1.00 0.73
* 95th percentile breathing rates for infants and 80th percentile for children and adults Construction Cancer Risk by Year - Maximum Impact Receptor Location Exposure
Exposure Duration DPM
Exhaust
TOG
Evaporative
TOG DPM
Year (years) Age
0 0.25 -0.25 - 0* 10 0.0023 0.0376 0.0490 0.031 0.003 0.0002 0.03 Hazard
Index
Fugitive
PM2.5
Total
PM2.5
1 1 0 - 1 10 0.0023 0.0376 0.0490 0.378 0.035 0.0027 0.42 0.00046 0.06 0.06 2 1 1 - 2 10 0.0023 0.0376 0.0490 0.378 0.035 0.0027 0.42 3 1 2 - 3 3 0.0023 0.0376 0.0490 0.059 0.006 0.0004 0.07 4 1 3 - 4 3 0.0023 0.0376 0.0490 0.059 0.006 0.0004 0.07 5 1 4 - 5 3 0.0023 0.0376 0.0490 0.059 0.006 0.0004 0.07 6 1 5 - 6 3 0.0023 0.0376 0.0490 0.059 0.006 0.0004 0.07 7 1 6 - 7 3 0.0023 0.0376 0.0490 0.059 0.006 0.0004 0.07 8 1 7 - 8 3 0.0023 0.0376 0.0490 0.059 0.006 0.0004 0.07 9 1 8 - 9 3 0.0023 0.0376 0.0490 0.059 0.006 0.0004 0.07 10 1 9 - 10 3 0.0023 0.0376 0.0490 0.059 0.006 0.0004 0.07 11 1 10 - 11 3 0.0023 0.0376 0.0490 0.059 0.006 0.0004 0.07 12 1 11 - 12 3 0.0023 0.0376 0.0490 0.059 0.006 0.0004 0.07 13 1 12 - 13 3 0.0023 0.0376 0.0490 0.059 0.006 0.0004 0.07 14 1 13 - 14 3 0.0023 0.0376 0.0490 0.059 0.006 0.0004 0.07 15 1 14 - 15 3 0.0023 0.0376 0.0490 0.059 0.006 0.0004 0.07 16 1 15 - 16 3 0.0023 0.0376 0.0490 0.059 0.006 0.0004 0.07 17 1 16-17 1 0.0023 0.0376 0.0490 0.007 0.001 0.0000 0.01 18 1 17-18 1 0.0023 0.0376 0.0490 0.007 0.001 0.0000 0.01 19 1 18-19 1 0.0023 0.0376 0.0490 0.007 0.001 0.0000 0.01 20 1 19-20 1 0.0023 0.0376 0.0490 0.007 0.001 0.0000 0.01 21 1 20-21 1 0.0023 0.0376 0.0490 0.007 0.001 0.0000 0.01 22 1 21-22 1 0.0023 0.0376 0.0490 0.007 0.001 0.0000 0.01 23 1 22-23 1 0.0023 0.0376 0.0490 0.007 0.001 0.0000 0.01 24 1 23-24 1 0.0023 0.0376 0.0490 0.007 0.001 0.0000 0.01 25 1 24-25 1 0.0023 0.0376 0.0490 0.007 0.001 0.0000 0.01 26 1 25-26 1 0.0023 0.0376 0.0490 0.007 0.001 0.0000 0.01 27 1 26-27 1 0.0023 0.0376 0.0490 0.007 0.001 0.0000 0.01 28 1 27-28 1 0.0023 0.0376 0.0490 0.007 0.001 0.0000 0.01 29 1 28-29 1 0.0023 0.0376 0.0490 0.007 0.001 0.0000 0.01 30 1 29-30 1 0.0023 0.0376 0.0490 0.007 0.001 0.0000 0.01 Total Increased Cancer Risk 1.71 0.160 0.012 1.88
* Third trimester of pregnancy
2058
2059
2052
2053
2054
2055
2056
2057
2038
2051
2040
2041
2042
2043
2044
2045
2046
2047
2048
2049
2050
2039
Maximum
2030
2030
2031
2032
2033
TOTAL
Year
Age
Sensitivity
Factor
Exhaust
TOG
Evaporative
TOG
2034
2035
2036
2037
TAC
DPM
Maximum - Exposure Information Concentration (ug/m3) Cancer Risk (per million) 675-685 E Middlefield Road, Mountain View, CA - E Middlefield Road Traffic - TACs & PM2.5 AERMOD Risk Modeling Parameters and Maximum Concentrations at Onsite MEI Receptor (1.5, 4.6, 7.9 meter receptor height) Emission Year 2030
Receptor Information Onsite MEI receptor
Number of Receptors 297
Receptor Height 1.5, 4.6, 7.9 meters
Receptor Distances At Onsite MEI location
Meteorological Conditions
BAAQMD Moffett Field Met Data 2013 - 2017
Land Use Classification Urban
Wind Speed Variable
Wind Direction Variable
Construction MEI Cancer Risk Maximum Concentrations
Meteorological
Data Years DPM Exhaust TOG Evaporative TOG
2013-2017 0.0014 0.1126 0.1867 1st Floor
2013-2017 0.0015 0.1032 0.1712 2nd Floor
2013-2017 0.0011 0.0589 0.0977 3rd Floor
Construction MEI PM2.5 Maximum Concentrations
Meteorological
Data Years Total PM2.5 Fugitive PM2.5 Vehicle PM2.5
2013-2017 0.1785 0.1706 0.0079 1st Floor
2013-2017 0.1637 0.1565 0.0073 2nd Floor
2013-2017 0.0934 0.0893 0.0041 3rd Floor
Concentration (μg/m3)
PM2.5 Concentration (μg/m3)
675-685 E Middlefield Road, Mountain View, CA - E Middlefield Road Traffic Cancer Risk Impacts at Onsite Residential MEI - 1.5 meter receptor height 30 Year Residential Exposure
Cancer Risk Calculation Method
Cancer Risk (per million) = CPF x Inhalation Dose x ASF x ED/AT x FAH x 1.0E6 Where: CPF = Cancer potency factor (mg/kg-day)-1
ASF = Age sensitivity factor for specified age group
ED = Exposure duration (years)
AT = Averaging time for lifetime cancer risk (years)
FAH = Fraction of time spent at home (unitless)
Inhalation Dose = Cair x DBR x A x (EF/365) x 10-6
Where: Cair = concentration in air (μg/m3)
DBR = daily breathing rate (L/kg body weight-day)
A = Inhalation absorption factor
EF = Exposure frequency (days/year)
10-6 = Conversion factor
Cancer Potency Factors (mg/kg-day)-1
CPF
1.10E+00
Vehicle TOG Exhaust 6.28E-03
Vehicle TOG Evaporative 3.70E-04
Values
Infant/Child Adult
Age --> 3rd Trimester 0 - 2 2 - 16 16 - 30
Parameter
ASF = 10 10 3 1
DBR* = 361 1090 572 261
A = 1 1 1 1
EF = 350 350 350 350
AT = 70 70 70 70
FAH = 1.00 1.00 1.00 0.73
* 95th percentile breathing rates for infants and 80th percentile for children and adults Construction Cancer Risk by Year - Maximum Impact Receptor Location Exposure
Exposure Duration DPM
Exhaust
TOG
Evaporative
TOG DPM
Year (years) Age
0 0.25 -0.25 - 0* 10 0.0014 0.1126 0.1867 0.019 0.009 0.0009 0.03 Hazard
Index
Fugitive
PM2.5
Total
PM2.5
1 1 0 - 1 10 0.0014 0.1126 0.1867 0.233 0.106 0.0103 0.35 0.00028 0.17 0.18 2 1 1 - 2 10 0.0014 0.1126 0.1867 0.233 0.106 0.0103 0.35 3 1 2 - 3 3 0.0014 0.1126 0.1867 0.037 0.017 0.0016 0.05 4 1 3 - 4 3 0.0014 0.1126 0.1867 0.037 0.017 0.0016 0.05 5 1 4 - 5 3 0.0014 0.1126 0.1867 0.037 0.017 0.0016 0.05 6 1 5 - 6 3 0.0014 0.1126 0.1867 0.037 0.017 0.0016 0.05 7 1 6 - 7 3 0.0014 0.1126 0.1867 0.037 0.017 0.0016 0.05 8 1 7 - 8 3 0.0014 0.1126 0.1867 0.037 0.017 0.0016 0.05 9 1 8 - 9 3 0.0014 0.1126 0.1867 0.037 0.017 0.0016 0.05 10 1 9 - 10 3 0.0014 0.1126 0.1867 0.037 0.017 0.0016 0.05 11 1 10 - 11 3 0.0014 0.1126 0.1867 0.037 0.017 0.0016 0.05 12 1 11 - 12 3 0.0014 0.1126 0.1867 0.037 0.017 0.0016 0.05 13 1 12 - 13 3 0.0014 0.1126 0.1867 0.037 0.017 0.0016 0.05 14 1 13 - 14 3 0.0014 0.1126 0.1867 0.037 0.017 0.0016 0.05 15 1 14 - 15 3 0.0014 0.1126 0.1867 0.037 0.017 0.0016 0.05 16 1 15 - 16 3 0.0014 0.1126 0.1867 0.037 0.017 0.0016 0.05 17 1 16-17 1 0.0014 0.1126 0.1867 0.004 0.002 0.0002 0.01 18 1 17-18 1 0.0014 0.1126 0.1867 0.004 0.002 0.0002 0.01 19 1 18-19 1 0.0014 0.1126 0.1867 0.004 0.002 0.0002 0.01 20 1 19-20 1 0.0014 0.1126 0.1867 0.004 0.002 0.0002 0.01 21 1 20-21 1 0.0014 0.1126 0.1867 0.004 0.002 0.0002 0.01 22 1 21-22 1 0.0014 0.1126 0.1867 0.004 0.002 0.0002 0.01 23 1 22-23 1 0.0014 0.1126 0.1867 0.004 0.002 0.0002 0.01 24 1 23-24 1 0.0014 0.1126 0.1867 0.004 0.002 0.0002 0.01 25 1 24-25 1 0.0014 0.1126 0.1867 0.004 0.002 0.0002 0.01 26 1 25-26 1 0.0014 0.1126 0.1867 0.004 0.002 0.0002 0.01 27 1 26-27 1 0.0014 0.1126 0.1867 0.004 0.002 0.0002 0.01 28 1 27-28 1 0.0014 0.1126 0.1867 0.004 0.002 0.0002 0.01 29 1 28-29 1 0.0014 0.1126 0.1867 0.004 0.002 0.0002 0.01 30 1 29-30 1 0.0014 0.1126 0.1867 0.004 0.002 0.0002 0.01 Total Increased Cancer Risk 1.06 0.478 0.047 1.58
* Third trimester of pregnancy
2058
2059
2052
2053
2054
2055
2056
2057
2038
2051
2040
2041
2042
2043
2044
2045
2046
2047
2048
2049
2050
2039
Maximum
2030
2030
2031
2032
2033
TOTAL
Year
Age
Sensitivity
Factor
Exhaust
TOG
Evaporative
TOG
2034
2035
2036
2037
TAC
DPM
Maximum - Exposure Information Concentration (ug/m3) Cancer Risk (per million) 675-685 E Middlefield Road, Mountain View, CA - E Middlefield Road Traffic Cancer Risk Impacts at Onsite Residential MEI - 4.6 meter receptor height 30 Year Residential Exposure
Cancer Risk Calculation Method
Cancer Risk (per million) = CPF x Inhalation Dose x ASF x ED/AT x FAH x 1.0E6 Where: CPF = Cancer potency factor (mg/kg-day)-1
ASF = Age sensitivity factor for specified age group
ED = Exposure duration (years)
AT = Averaging time for lifetime cancer risk (years)
FAH = Fraction of time spent at home (unitless)
Inhalation Dose = Cair x DBR x A x (EF/365) x 10-6
Where: Cair = concentration in air (μg/m3)
DBR = daily breathing rate (L/kg body weight-day)
A = Inhalation absorption factor
EF = Exposure frequency (days/year)
10-6 = Conversion factor
Cancer Potency Factors (mg/kg-day)-1
CPF
1.10E+00
Vehicle TOG Exhaust 6.28E-03
Vehicle TOG Evaporative 3.70E-04
Values
Infant/Child Adult
Age --> 3rd Trimester 0 - 2 2 - 16 16 - 30
Parameter
ASF = 10 10 3 1
DBR* = 361 1090 572 261
A = 1 1 1 1
EF = 350 350 350 350
AT = 70 70 70 70
FAH = 1.00 1.00 1.00 0.73
* 95th percentile breathing rates for infants and 80th percentile for children and adults Construction Cancer Risk by Year - Maximum Impact Receptor Location Exposure
Exposure Duration DPM
Exhaust
TOG
Evaporative
TOG DPM
Year (years) Age
0 0.25 -0.25 - 0* 10 0.0015 0.1032 0.1712 0.021 0.008 0.0008 0.03 Hazard
Index
Fugitive
PM2.5
Total
PM2.5
1 1 0 - 1 10 0.0015 0.1032 0.1712 0.250 0.097 0.0095 0.36 0.00030 0.16 0.16 2 1 1 - 2 10 0.0015 0.1032 0.1712 0.250 0.097 0.0095 0.36 3 1 2 - 3 3 0.0015 0.1032 0.1712 0.039 0.015 0.0015 0.06 4 1 3 - 4 3 0.0015 0.1032 0.1712 0.039 0.015 0.0015 0.06 5 1 4 - 5 3 0.0015 0.1032 0.1712 0.039 0.015 0.0015 0.06 6 1 5 - 6 3 0.0015 0.1032 0.1712 0.039 0.015 0.0015 0.06 7 1 6 - 7 3 0.0015 0.1032 0.1712 0.039 0.015 0.0015 0.06 8 1 7 - 8 3 0.0015 0.1032 0.1712 0.039 0.015 0.0015 0.06 9 1 8 - 9 3 0.0015 0.1032 0.1712 0.039 0.015 0.0015 0.06 10 1 9 - 10 3 0.0015 0.1032 0.1712 0.039 0.015 0.0015 0.06 11 1 10 - 11 3 0.0015 0.1032 0.1712 0.039 0.015 0.0015 0.06 12 1 11 - 12 3 0.0015 0.1032 0.1712 0.039 0.015 0.0015 0.06 13 1 12 - 13 3 0.0015 0.1032 0.1712 0.039 0.015 0.0015 0.06 14 1 13 - 14 3 0.0015 0.1032 0.1712 0.039 0.015 0.0015 0.06 15 1 14 - 15 3 0.0015 0.1032 0.1712 0.039 0.015 0.0015 0.06 16 1 15 - 16 3 0.0015 0.1032 0.1712 0.039 0.015 0.0015 0.06 17 1 16-17 1 0.0015 0.1032 0.1712 0.004 0.002 0.0002 0.01 18 1 17-18 1 0.0015 0.1032 0.1712 0.004 0.002 0.0002 0.01 19 1 18-19 1 0.0015 0.1032 0.1712 0.004 0.002 0.0002 0.01 20 1 19-20 1 0.0015 0.1032 0.1712 0.004 0.002 0.0002 0.01 21 1 20-21 1 0.0015 0.1032 0.1712 0.004 0.002 0.0002 0.01 22 1 21-22 1 0.0015 0.1032 0.1712 0.004 0.002 0.0002 0.01 23 1 22-23 1 0.0015 0.1032 0.1712 0.004 0.002 0.0002 0.01 24 1 23-24 1 0.0015 0.1032 0.1712 0.004 0.002 0.0002 0.01 25 1 24-25 1 0.0015 0.1032 0.1712 0.004 0.002 0.0002 0.01 26 1 25-26 1 0.0015 0.1032 0.1712 0.004 0.002 0.0002 0.01 27 1 26-27 1 0.0015 0.1032 0.1712 0.004 0.002 0.0002 0.01 28 1 27-28 1 0.0015 0.1032 0.1712 0.004 0.002 0.0002 0.01 29 1 28-29 1 0.0015 0.1032 0.1712 0.004 0.002 0.0002 0.01 30 1 29-30 1 0.0015 0.1032 0.1712 0.004 0.002 0.0002 0.01 Total Increased Cancer Risk 1.13 0.439 0.043 1.61
* Third trimester of pregnancy
2058
2059
2052
2053
2054
2055
2056
2057
2038
2051
2040
2041
2042
2043
2044
2045
2046
2047
2048
2049
2050
2039
Maximum
2030
2030
2031
2032
2033
TOTAL
Year
Age
Sensitivity
Factor
Exhaust
TOG
Evaporative
TOG
2034
2035
2036
2037
TAC
DPM
Maximum - Exposure Information Concentration (ug/m3) Cancer Risk (per million) 675-685 E Middlefield Road, Mountain View, CA - E Middlefield Road Traffic Cancer Risk Impacts at Onsite Residential MEI - 7.9 meter receptor height 30 Year Residential Exposure
Cancer Risk Calculation Method
Cancer Risk (per million) = CPF x Inhalation Dose x ASF x ED/AT x FAH x 1.0E6 Where: CPF = Cancer potency factor (mg/kg-day)-1
ASF = Age sensitivity factor for specified age group
ED = Exposure duration (years)
AT = Averaging time for lifetime cancer risk (years)
FAH = Fraction of time spent at home (unitless)
Inhalation Dose = Cair x DBR x A x (EF/365) x 10-6
Where: Cair = concentration in air (μg/m3)
DBR = daily breathing rate (L/kg body weight-day)
A = Inhalation absorption factor
EF = Exposure frequency (days/year)
10-6 = Conversion factor
Cancer Potency Factors (mg/kg-day)-1
CPF
1.10E+00
Vehicle TOG Exhaust 6.28E-03
Vehicle TOG Evaporative 3.70E-04
Values
Infant/Child Adult
Age --> 3rd Trimester 0 - 2 2 - 16 16 - 30
Parameter
ASF = 10 10 3 1
DBR* = 361 1090 572 261
A = 1 1 1 1
EF = 350 350 350 350
AT = 70 70 70 70
FAH = 1.00 1.00 1.00 0.73
* 95th percentile breathing rates for infants and 80th percentile for children and adults Construction Cancer Risk by Year - Maximum Impact Receptor Location Exposure
Exposure Duration DPM
Exhaust
TOG
Evaporative
TOG DPM
Year (years) Age
0 0.25 -0.25 - 0* 10 0.0011 0.0589 0.0977 0.015 0.005 0.0004 0.02 Hazard
Index
Fugitive
PM2.5
Total
PM2.5
1 1 0 - 1 10 0.0011 0.0589 0.0977 0.186 0.055 0.0054 0.25 0.00023 0.09 0.09 2 1 1 - 2 10 0.0011 0.0589 0.0977 0.186 0.055 0.0054 0.25 3 1 2 - 3 3 0.0011 0.0589 0.0977 0.029 0.009 0.0008 0.04 4 1 3 - 4 3 0.0011 0.0589 0.0977 0.029 0.009 0.0008 0.04 5 1 4 - 5 3 0.0011 0.0589 0.0977 0.029 0.009 0.0008 0.04 6 1 5 - 6 3 0.0011 0.0589 0.0977 0.029 0.009 0.0008 0.04 7 1 6 - 7 3 0.0011 0.0589 0.0977 0.029 0.009 0.0008 0.04 8 1 7 - 8 3 0.0011 0.0589 0.0977 0.029 0.009 0.0008 0.04 9 1 8 - 9 3 0.0011 0.0589 0.0977 0.029 0.009 0.0008 0.04 10 1 9 - 10 3 0.0011 0.0589 0.0977 0.029 0.009 0.0008 0.04 11 1 10 - 11 3 0.0011 0.0589 0.0977 0.029 0.009 0.0008 0.04 12 1 11 - 12 3 0.0011 0.0589 0.0977 0.029 0.009 0.0008 0.04 13 1 12 - 13 3 0.0011 0.0589 0.0977 0.029 0.009 0.0008 0.04 14 1 13 - 14 3 0.0011 0.0589 0.0977 0.029 0.009 0.0008 0.04 15 1 14 - 15 3 0.0011 0.0589 0.0977 0.029 0.009 0.0008 0.04 16 1 15 - 16 3 0.0011 0.0589 0.0977 0.029 0.009 0.0008 0.04 17 1 16-17 1 0.0011 0.0589 0.0977 0.003 0.001 0.0001 0.00 18 1 17-18 1 0.0011 0.0589 0.0977 0.003 0.001 0.0001 0.00 19 1 18-19 1 0.0011 0.0589 0.0977 0.003 0.001 0.0001 0.00 20 1 19-20 1 0.0011 0.0589 0.0977 0.003 0.001 0.0001 0.00 21 1 20-21 1 0.0011 0.0589 0.0977 0.003 0.001 0.0001 0.00 22 1 21-22 1 0.0011 0.0589 0.0977 0.003 0.001 0.0001 0.00 23 1 22-23 1 0.0011 0.0589 0.0977 0.003 0.001 0.0001 0.00 24 1 23-24 1 0.0011 0.0589 0.0977 0.003 0.001 0.0001 0.00 25 1 24-25 1 0.0011 0.0589 0.0977 0.003 0.001 0.0001 0.00 26 1 25-26 1 0.0011 0.0589 0.0977 0.003 0.001 0.0001 0.00 27 1 26-27 1 0.0011 0.0589 0.0977 0.003 0.001 0.0001 0.00 28 1 27-28 1 0.0011 0.0589 0.0977 0.003 0.001 0.0001 0.00 29 1 28-29 1 0.0011 0.0589 0.0977 0.003 0.001 0.0001 0.00 30 1 29-30 1 0.0011 0.0589 0.0977 0.003 0.001 0.0001 0.00 Total Increased Cancer Risk 0.84 0.250 0.024 1.12
* Third trimester of pregnancy
2058
2059
2052
2053
2054
2055
2056
2057
2038
2051
2040
2041
2042
2043
2044
2045
2046
2047
2048
2049
2050
2039
Maximum
2030
2030
2031
2032
2033
TOTAL
Year
Age
Sensitivity
Factor
Exhaust
TOG
Evaporative
TOG
2034
2035
2036
2037
TAC
DPM
Maximum - Exposure Information Concentration (ug/m3) Cancer Risk (per million) 675-685 E Middlefield Rd, Mountain View, CA - Off-Site Residential Cumulative Operation - Southbay Freeway (SR237)DPM Modeling - Roadway Links, Traffic Volumes, and DPM EmissionsYear = 2025 (Sigma z)
Road Link Description Direction
No.
Lanes
Link
Length
(m)
Link
Length
(mi)
Link
Width
(m)
Link
Width
(ft)
Release
Height
( m)
Average
Speed
(mph)
Average
Vehicles
per Day
Area
(sq m)
Area
(sq ft)
Emission
(g/s/m2)
Emission
(lb/hr/ft2)
Initial
Vertical
height (m)
Initial
Vertical
Dimension
DPM_NB_SBF
Southbay Freeway Northbound EB 2 717.4 0.45 13.3 43.7 3.4 55 30,681 9,552 102,820 1.165E-08 8.590E-09 6.8 3.16 DPM_SB_SBF
Southbay Freeway Southbound WB 2 716.2 0.45 13.3 43.7 3.4 55 30,681 9,536 102,648 1.165E-08 8.590E-09 6.8 3.16 Total 61,362
Emission Factors
Speed Category 1 234
Travel Speed (mph) 55
Emissions per Vehicle (g/VMT) 0.00070
Emisson Factors from CT-EMFAC2021
2025 Hourly Traffic Volumes and DPM Emissions - DPM_NB_SBF Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s
1 3.93% 1207 1.05E-04 9 6.41% 1965 1.71E-04 17 5.55% 1703 1.48E-042 2.62% 805 7.00E-05 10 7.36% 2260 1.97E-04 18 3.16% 968 8.43E-053 2.85% 875 7.61E-05 11 6.34% 1945 1.69E-04 19 2.36% 723 6.30E-054 3.31% 1015 8.83E-05 12 6.92% 2123 1.85E-04 20 0.87% 266 2.31E-055 2.17% 665 5.79E-05 13 6.29% 1930 1.68E-04 21 3.09% 948 8.25E-056 3.36% 1032 8.98E-05 14 6.23% 1913 1.67E-04 22 4.12% 1263 1.10E-047 6.00% 1840 1.60E-04 15 5.15% 1581 1.38E-04 23 2.58% 790 6.88E-058 4.58% 1406 1.22E-04 16 3.84% 1178 1.03E-04 24 0.92% 283 2.46E-05 Total 30,681
2025 Hourly Traffic Volumes Per Direction and DPM Emissions - DPM_SB_SBF Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile
1 3.93% 1207 1.05E-04 9 6.41% 1965 1.71E-04 17 5.55% 1703 1.48E-042 2.62% 805 6.99E-05 10 7.36% 2260 1.96E-04 18 3.16% 968 8.41E-053 2.85% 875 7.60E-05 11 6.34% 1945 1.69E-04 19 2.36% 723 6.29E-054 3.31% 1015 8.82E-05 12 6.92% 2123 1.84E-04 20 0.87% 266 2.31E-055 2.17% 665 5.78E-05 13 6.29% 1930 1.68E-04 21 3.09% 948 8.24E-056 3.36% 1032 8.97E-05 14 6.23% 1913 1.66E-04 22 4.12% 1263 1.10E-047 6.00% 1840 1.60E-04 15 5.15% 1581 1.37E-04 23 2.58% 790 6.87E-058 4.58% 1406 1.22E-04 16 3.84% 1178 1.02E-04 24 0.92% 283 2.46E-05 Total 30,681
Line Area
675-685 E Middlefield Rd, Mountain View, CA - Off-Site Residential Cumulative Operation - Southbay Freeway (SR237)PM2.5 Modeling - Roadway Links, Traffic Volumes, and PM2.5 EmissionsYear = 2025 (Sigma z)
Road Link Description Direction
No.
Lanes
Link
Length
(m)
Link
Length
(mi)
Link
Width
(m)
Link
Width
(ft)
Release
Height
( m)
Average
Speed
(mph)
Average
Vehicles
per Day
Area
(sq m)
Area
(sq ft)
Emission
(g/s/m2)
Emission
(lb/hr/ft2)
Initial
Vertical
height (m)
Initial
Vertical
Dimension
PM2.5_NB_SAN
Southbay Freeway Northbound EB 2 717.4 0.45 13.3 44 1.3 55 30,681 9,552 102,820 2.48E-08 1.83E-08 2.6 1.21 PM2.5_SB_SAN
Southbay Freeway Southbound WB 2 716.2 0.45 13.3 44 1.3 55 30,681 9,536 102,648 2.48E-08 1.83E-08 2.6 1.21 Total 61,362
Emission Factors - PM2.5
Speed Category 1 234
Travel Speed (mph) 55
Emissions per Vehicle (g/VMT) 0.001494
Emisson Factors from CT-EMFAC2021
2025 Hourly Traffic Volumes and PM2.5 Emissions - PM2.5_NB_SAN Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s
1 1.15% 353 6.53E-05 9 7.11% 2183 4.04E-04 17 7.39% 2267 4.19E-042 0.42% 129 2.39E-05 10 4.39% 1346 2.49E-04 18 8.18% 2509 4.64E-043 0.41% 125 2.32E-05 11 4.66% 1430 2.65E-04 19 5.69% 1747 3.23E-044 0.26% 80 1.48E-05 12 5.89% 1806 3.34E-04 20 4.28% 1312 2.43E-045 0.50% 152 2.82E-05 13 6.15% 1887 3.49E-04 21 3.25% 998 1.85E-046 0.91% 278 5.15E-05 14 6.04% 1853 3.43E-04 22 3.30% 1011 1.87E-047 3.79% 1162 2.15E-04 15 7.01% 2151 3.98E-04 23 2.46% 755 1.40E-048 7.77% 2383 4.41E-04 16 7.14% 2191 4.05E-04 24 1.86% 572 1.06E-04 Total 30,681
2025 Hourly Traffic Volumes Per Direction and PM2.5 Emissions - PM2.5_SB_SAN Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile
1 1.15% 353 6.51E-05 9 7.11% 2183 4.03E-04 17 7.39% 2267 4.19E-042 0.42% 129 2.39E-05 10 4.39% 1346 2.49E-04 18 8.18% 2509 4.63E-043 0.41% 125 2.31E-05 11 4.66% 1430 2.64E-04 19 5.69% 1747 3.23E-044 0.26% 80 1.47E-05 12 5.89% 1806 3.34E-04 20 4.28% 1312 2.42E-045 0.50% 152 2.82E-05 13 6.15% 1887 3.49E-04 21 3.25% 998 1.84E-046 0.91% 278 5.14E-05 14 6.04% 1853 3.42E-04 22 3.30% 1011 1.87E-047 3.79% 1162 2.15E-04 15 7.01% 2151 3.97E-04 23 2.46% 755 1.39E-048 7.77% 2383 4.40E-04 16 7.14% 2191 4.05E-04 24 1.86% 572 1.06E-04 Total 30,681
675-685 E Middlefield Rd, Mountain View, CA - Off-Site Residential Cumulative Operation - Southbay Freeway (SR237)TOG Exhaust Modeling - Roadway Links, Traffic Volumes, and TOG Exhaust EmissionsYear = 2025 (Sigma z)
Road Link Description Direction
No.
Lanes
Link
Length
(m)
Link
Length
(mi)
Link
Width
(m)
Link
Width
(ft)
Release
Height
( m)
Average
Speed
(mph)
Average
Vehicles
per Day
Area
(sq m)
Area
(sq ft)
Emission
(g/s/m2)
Emission
(lb/hr/ft2)
Initial
Vertical
height
Initial
Vertical
Dimension
TEXH_NB_SAN
Southbay Freeway Northbound EB 2 717.4 0.45 13.3 44 1.3 55 30,681 9,552 102,820 2.83E-07 2.09E-07 2.6 1.21 TEXH_SB_SAN
Southbay Freeway Southbound WB 2 716.2 0.45 13.3 44 1.3 55 30,681 9,536 102,648 2.83E-07 2.09E-07 2.6 1.21 Total 61,362
Emission Factors - TOG Exhaust
Speed Category 1 234
Travel Speed (mph) 55
Emissions per Vehicle (g/VMT) 0.01708
Emisson Factors from CT-EMFAC2021
2025 Hourly Traffic Volumes and TOG Exhaust Emissions - TEXH_NB_SAN Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s
1 1.15% 353 7.46E-04 9 7.11% 2183 4.61E-03 17 7.39% 2267 4.79E-032 0.42% 129 2.74E-04 10 4.39% 1346 2.85E-03 18 8.18% 2509 5.30E-033 0.41% 125 2.65E-04 11 4.66% 1430 3.02E-03 19 5.69% 1747 3.69E-034 0.26% 80 1.69E-04 12 5.89% 1806 3.82E-03 20 4.28% 1312 2.77E-035 0.50% 152 3.22E-04 13 6.15% 1887 3.99E-03 21 3.25% 998 2.11E-036 0.91% 278 5.88E-04 14 6.04% 1853 3.92E-03 22 3.30% 1011 2.14E-037 3.79% 1162 2.46E-03 15 7.01% 2151 4.55E-03 23 2.46% 755 1.60E-038 7.77% 2383 5.04E-03 16 7.14% 2191 4.63E-03 24 1.86% 572 1.21E-03 Total 30,681
2025 Hourly Traffic Volumes Per Direction and TOG Exhaust Emissions - TEXH_SB_SAN Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile
1 1.15% 353 7.45E-04 9 7.11% 2183 4.61E-03 17 7.39% 2267 4.79E-032 0.42% 129 2.73E-04 10 4.39% 1346 2.84E-03 18 8.18% 2509 5.30E-033 0.41% 125 2.64E-04 11 4.66% 1430 3.02E-03 19 5.69% 1747 3.69E-034 0.26% 80 1.68E-04 12 5.89% 1806 3.81E-03 20 4.28% 1312 2.77E-035 0.50% 152 3.22E-04 13 6.15% 1887 3.98E-03 21 3.25% 998 2.11E-036 0.91% 278 5.87E-04 14 6.04% 1853 3.91E-03 22 3.30% 1011 2.14E-037 3.79% 1162 2.45E-03 15 7.01% 2151 4.54E-03 23 2.46% 755 1.59E-038 7.77% 2383 5.03E-03 16 7.14% 2191 4.62E-03 24 1.86% 572 1.21E-03 Total 30,681
675-685 E Middlefield Rd, Mountain View, CA - Off-Site Residential Cumulative Operation - Southbay Freeway (SR237)TOG Evaporative Emissions Modeling - Roadway Links, Traffic Volumes, and TOG Evaporative EmissionsYear = 2025 (Sigma z)
Road Link Description Direction
No.
Lanes
Link
Length
(m)
Link
Length
(mi)
Link
Width
(m)
Link
Width
(ft)
Release
Height
( m)
Average
Speed
(mph)
Average
Vehicles
per Day
Area
(sq m)
Area
(sq ft)
Emission
(g/s/m2)
Emission
(lb/hr/ft2)
Initial
Vertical
height
Initial
Vertical
Dimension
TEVAP_NB_SAN Southbay Freeway Northbound EB 2 717.4 0.45 13.3 44 1.3 55 30,681 9,552 102,820 3.00E-07 2.21E-07 2.6 1.21 TEVAP_SB_SAN Southbay Freeway Southbound WB 2 716.2 0.45 13.3 44 1.3 55 30,681 9,536 102,648 3.00E-07 2.21E-07 2.6 1.21 Total 61,362
Emission Factors - PM2.5 - Evaporative TOG
Speed Category 1 234
Travel Speed (mph) 55
Emissions per Vehicle per Hour (g/hour) 0.99662
Emissions per Vehicle per Mile (g/VMT) 0.01812
Emisson Factors from CT-EMFAC2021
2025 Hourly Traffic Volumes and TOG Evaporative Emissions - TEVAP_NB_SAN Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s
1 1.15% 353 7.91E-04 9 7.11% 2183 4.90E-03 17 7.39% 2267 5.09E-032 0.42% 129 2.90E-04 10 4.39% 1346 3.02E-03 18 8.18% 2509 5.63E-033 0.41% 125 2.81E-04 11 4.66% 1430 3.21E-03 19 5.69% 1747 3.92E-034 0.26% 80 1.79E-04 12 5.89% 1806 4.05E-03 20 4.28% 1312 2.94E-035 0.50% 152 3.42E-04 13 6.15% 1887 4.23E-03 21 3.25% 998 2.24E-036 0.91% 278 6.24E-04 14 6.04% 1853 4.16E-03 22 3.30% 1011 2.27E-037 3.79% 1162 2.61E-03 15 7.01% 2151 4.83E-03 23 2.46% 755 1.69E-038 7.77% 2383 5.35E-03 16 7.14% 2191 4.92E-03 24 1.86% 572 1.28E-03 Total 30,681
2025 Hourly Traffic Volumes Per Direction and TOG Evaporative Emissions - TEVAP_SB_SAN Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile
1 1.15% 353 7.90E-04 9 7.11% 2183 4.89E-03 17 7.39% 2267 5.08E-032 0.42% 129 2.90E-04 10 4.39% 1346 3.01E-03 18 8.18% 2509 5.62E-033 0.41% 125 2.81E-04 11 4.66% 1430 3.20E-03 19 5.69% 1747 3.91E-034 0.26% 80 1.79E-04 12 5.89% 1806 4.05E-03 20 4.28% 1312 2.94E-035 0.50% 152 3.41E-04 13 6.15% 1887 4.23E-03 21 3.25% 998 2.24E-036 0.91% 278 6.23E-04 14 6.04% 1853 4.15E-03 22 3.30% 1011 2.27E-037 3.79% 1162 2.60E-03 15 7.01% 2151 4.82E-03 23 2.46% 755 1.69E-038 7.77% 2383 5.34E-03 16 7.14% 2191 4.91E-03 24 1.86% 572 1.28E-03 Total 30,681
675-685 E Middlefield Rd, Mountain View, CA - Off-Site Residential Cumulative Operation - Southbay Freeway (SR237)Fugitive Road PM2.5 Modeling - Roadway Links, Traffic Volumes, and Fugitive Road PM2.5 EmissionsYear = 2025 (Sigma z)
Road Link Description Direction
No.
Lanes
Link
Length
(m)
Link
Length
(mi)
Link
Width
(m)
Link
Width
(ft)
Release
Height
( m)
Average
Speed
(mph)
Average
Vehicles
per Day
Area
(sq m)
Area
(sq ft)
Emission
(g/s/m2)
Emission
(lb/hr/ft2)
Initial
Vertical
height
Initial
Vertical
Dimension
FUG_NB_SAN
Southbay Freeway Northbound EB 2 717.4 0.45 13.3 44 1.3 55 30,681 9,552 102,820 2.17E-07 1.60E-07 2.6 1.21 FUG_SB_SAN
Southbay Freeway Southbound WB 2 716.2 0.45 13.3 44 1.3 55 30,681 9,536 102,648 2.17E-07 1.60E-07 2.6 1.21 Total 61,362
Emission Factors - Fugitive PM2.5
Speed Category 1 234
Travel Speed (mph) 55
Tire Wear - Emissions per Vehicle (g/VMT) 0.00215
Brake Wear - Emissions per Vehicle (g/VMT) 0.00276
Road Dust - Emissions per Vehicle (g/VMT) 0.00819
tal Fugitive PM2.5 - Emissions per Vehicle (g/VMT) 0.01309 Emisson Factors from CT-EMFAC2021
2025 Hourly Traffic Volumes and Fugitive PM2.5 Emissions - FUG_NB_SAN Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s
1 1.15% 353 5.72E-04 9 7.11% 2183 3.54E-03 17 7.39% 2267 3.68E-032 0.42% 129 2.10E-04 10 4.39% 1346 2.18E-03 18 8.18% 2509 4.07E-033 0.41% 125 2.03E-04 11 4.66% 1430 2.32E-03 19 5.69% 1747 2.83E-034 0.26% 80 1.29E-04 12 5.89% 1806 2.93E-03 20 4.28% 1312 2.13E-035 0.50% 152 2.47E-04 13 6.15% 1887 3.06E-03 21 3.25% 998 1.62E-036 0.91% 278 4.51E-04 14 6.04% 1853 3.00E-03 22 3.30% 1011 1.64E-037 3.79% 1162 1.88E-03 15 7.01% 2151 3.49E-03 23 2.46% 755 1.22E-038 7.77% 2383 3.86E-03 16 7.14% 2191 3.55E-03 24 1.86% 572 9.27E-04 Total 30,681
2025 Hourly Traffic Volumes Per Direction and Fugitive PM2.5 Emissions - FUG_SB_SAN Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile
1 1.15% 353 5.71E-04 9 7.11% 2183 3.53E-03 17 7.39% 2267 3.67E-032 0.42% 129 2.09E-04 10 4.39% 1346 2.18E-03 18 8.18% 2509 4.06E-033 0.41% 125 2.03E-04 11 4.66% 1430 2.32E-03 19 5.69% 1747 2.83E-034 0.26% 80 1.29E-04 12 5.89% 1806 2.92E-03 20 4.28% 1312 2.12E-035 0.50% 152 2.47E-04 13 6.15% 1887 3.05E-03 21 3.25% 998 1.62E-036 0.91% 278 4.50E-04 14 6.04% 1853 3.00E-03 22 3.30% 1011 1.64E-037 3.79% 1162 1.88E-03 15 7.01% 2151 3.48E-03 23 2.46% 755 1.22E-038 7.77% 2383 3.86E-03 16 7.14% 2191 3.55E-03 24 1.86% 572 9.26E-04 Total 30,681
675-685 E Middlefield Rd, Mountain View, CA - Off-Site Residential Cumulative Operation - Southbay Freeway (SR237)DPM Modeling - Roadway Links, Traffic Volumes, and DPM EmissionsYear = 2030 (Sigma z)
Road Link Description Direction
No.
Lanes
Link
Length
(m)
Link
Length
(mi)
Link
Width
(m)
Link
Width
(ft)
Release
Height
( m)
Average
Speed
(mph)
Average
Vehicles
per Day
Area
(sq m)
Area
(sq ft)
Emission
(g/s/m2)
Emission
(lb/hr/ft2)
Initial
Vertical
height (m)
Initial
Vertical
Dimension
DPM_NB_SBF
Southbay Freeway Northbound EB 2 741.4 0.46 13.3 43.7 3.4 55 32,156 9,872 106,260 9.796E-09 7.223E-09 6.8 3.16 DPM_SB_SBF
Southbay Freeway Southbound WB 2 756.1 0.47 13.3 43.7 3.4 55 32,156 10,068 108,367 9.796E-09 7.223E-09 6.8 3.16 Total 64,312
Emission Factors
Speed Category 1 234
Travel Speed (mph) 55
Emissions per Vehicle (g/VMT) 0.00056
Emisson Factors from CT-EMFAC2021
2030 Hourly Traffic Volumes and DPM Emissions - DPM_NB_SBF Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s
1 3.98% 1278 9.23E-05 9 6.45% 2073 1.50E-04 17 5.61% 1803 1.30E-042 2.63% 846 6.11E-05 10 7.45% 2397 1.73E-04 18 3.20% 1029 7.42E-053 2.86% 918 6.63E-05 11 6.39% 2055 1.48E-04 19 2.19% 704 5.08E-054 3.25% 1044 7.54E-05 12 7.01% 2253 1.63E-04 20 0.85% 272 1.97E-055 2.18% 702 5.07E-05 13 6.28% 2019 1.46E-04 21 3.09% 992 7.16E-056 3.30% 1062 7.67E-05 14 6.17% 1983 1.43E-04 22 4.26% 1371 9.89E-057 6.05% 1947 1.41E-04 15 5.10% 1641 1.18E-04 23 2.58% 828 5.98E-058 4.43% 1425 1.03E-04 16 3.87% 1245 8.98E-05 24 0.84% 270 1.95E-05 Total 32,156
2030 Hourly Traffic Volumes Per Direction and DPM Emissions - DPM_SB_SBF Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile
1 3.98% 1278 9.41E-05 9 6.45% 2073 1.53E-04 17 5.61% 1803 1.33E-042 2.63% 846 6.23E-05 10 7.45% 2397 1.76E-04 18 3.20% 1029 7.57E-053 2.86% 918 6.76E-05 11 6.39% 2055 1.51E-04 19 2.19% 704 5.18E-054 3.25% 1044 7.69E-05 12 7.01% 2253 1.66E-04 20 0.85% 272 2.00E-055 2.18% 702 5.17E-05 13 6.28% 2019 1.49E-04 21 3.09% 992 7.31E-056 3.30% 1062 7.82E-05 14 6.17% 1983 1.46E-04 22 4.26% 1371 1.01E-047 6.05% 1947 1.43E-04 15 5.10% 1641 1.21E-04 23 2.58% 828 6.10E-058 4.43% 1425 1.05E-04 16 3.87% 1245 9.16E-05 24 0.84% 270 1.99E-05 Total 32,156
Line Area
675-685 E Middlefield Rd, Mountain View, CA - Off-Site Residential Cumulative Operation - Southbay Freeway (SR237)PM2.5 Modeling - Roadway Links, Traffic Volumes, and PM2.5 EmissionsYear = 2030 (Sigma z)
Road Link Description Direction
No.
Lanes
Link
Length
(m)
Link
Length
(mi)
Link
Width
(m)
Link
Width
(ft)
Release
Height
( m)
Average
Speed
(mph)
Average
Vehicles
per Day
Area
(sq m)
Area
(sq ft)
Emission
(g/s/m2)
Emission
(lb/hr/ft2)
Initial
Vertical
height (m)
Initial
Vertical
Dimension
PM2.5_NB_SAN
Southbay Freeway Northbound EB 2 741.4 0.46 13.3 44 1.3 55 32,156 9,872 106,260 2.02E-08 1.49E-08 2.6 1.21 PM2.5_SB_SAN
Southbay Freeway Southbound WB 2 756.1 0.47 13.3 44 1.3 55 32,156 10,068 108,367 2.02E-08 1.49E-08 2.6 1.21 Total 64,312
Emission Factors - PM2.5
Speed Category 1 234
Travel Speed (mph) 55
Emissions per Vehicle (g/VMT) 0.001165
Emisson Factors from CT-EMFAC2021
2030 Hourly Traffic Volumes and PM2.5 Emissions - PM2.5_NB_SAN Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s
1 1.15% 369 5.50E-05 9 7.11% 2288 3.41E-04 17 7.39% 2377 3.54E-042 0.42% 135 2.01E-05 10 4.39% 1411 2.10E-04 18 8.18% 2631 3.92E-043 0.40% 130 1.93E-05 11 4.66% 1499 2.23E-04 19 5.70% 1833 2.73E-044 0.26% 83 1.23E-05 12 5.89% 1893 2.82E-04 20 4.28% 1376 2.05E-045 0.49% 159 2.37E-05 13 6.15% 1978 2.95E-04 21 3.25% 1046 1.56E-046 0.90% 290 4.33E-05 14 6.04% 1941 2.89E-04 22 3.30% 1061 1.58E-047 3.79% 1218 1.82E-04 15 7.01% 2255 3.36E-04 23 2.46% 792 1.18E-048 7.76% 2496 3.72E-04 16 7.14% 2297 3.42E-04 24 1.86% 600 8.94E-05 Total 32,156
2030 Hourly Traffic Volumes Per Direction and PM2.5 Emissions - PM2.5_SB_SAN Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile
1 1.15% 369 5.61E-05 9 7.11% 2288 3.48E-04 17 7.39% 2377 3.61E-042 0.42% 135 2.05E-05 10 4.39% 1411 2.15E-04 18 8.18% 2631 4.00E-043 0.40% 130 1.97E-05 11 4.66% 1499 2.28E-04 19 5.70% 1833 2.79E-044 0.26% 83 1.26E-05 12 5.89% 1893 2.88E-04 20 4.28% 1376 2.09E-045 0.49% 159 2.41E-05 13 6.15% 1978 3.01E-04 21 3.25% 1046 1.59E-046 0.90% 290 4.41E-05 14 6.04% 1941 2.95E-04 22 3.30% 1061 1.61E-047 3.79% 1218 1.85E-04 15 7.01% 2255 3.43E-04 23 2.46% 792 1.20E-048 7.76% 2496 3.80E-04 16 7.14% 2297 3.49E-04 24 1.86% 600 9.12E-05 Total 32,156
675-685 E Middlefield Rd, Mountain View, CA - Off-Site Residential Cumulative Operation - Southbay Freeway (SR237)TOG Exhaust Modeling - Roadway Links, Traffic Volumes, and TOG Exhaust EmissionsYear = 2030 (Sigma z)
Road Link Description Direction
No.
Lanes
Link
Length
(m)
Link
Length
(mi)
Link
Width
(m)
Link
Width
(ft)
Release
Height
( m)
Average
Speed
(mph)
Average
Vehicles
per Day
Area
(sq m)
Area
(sq ft)
Emission
(g/s/m2)
Emission
(lb/hr/ft2)
Initial
Vertical
height
Initial
Vertical
Dimension
TEXH_NB_SAN
Southbay Freeway Northbound EB 2 741.4 0.46 13.3 44 1.3 55 32,156 9,872 106,260 2.11E-07 1.56E-07 2.6 1.21 TEXH_SB_SAN
Southbay Freeway Southbound WB 2 756.1 0.47 13.3 44 1.3 55 32,156 10,068 108,367 2.11E-07 1.56E-07 2.6 1.21 Total 64,312
Emission Factors - TOG Exhaust
Speed Category 1 234
Travel Speed (mph) 55
Emissions per Vehicle (g/VMT) 0.01218
Emisson Factors from CT-EMFAC2021
2030 Hourly Traffic Volumes and TOG Exhaust Emissions - TEXH_NB_SAN Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s
1 1.15% 369 5.75E-04 9 7.11% 2288 3.56E-03 17 7.39% 2377 3.70E-032 0.42% 135 2.10E-04 10 4.39% 1411 2.20E-03 18 8.18% 2631 4.10E-033 0.40% 130 2.02E-04 11 4.66% 1499 2.34E-03 19 5.70% 1833 2.86E-034 0.26% 83 1.29E-04 12 5.89% 1893 2.95E-03 20 4.28% 1376 2.14E-035 0.49% 159 2.47E-04 13 6.15% 1978 3.08E-03 21 3.25% 1046 1.63E-036 0.90% 290 4.52E-04 14 6.04% 1941 3.02E-03 22 3.30% 1061 1.65E-037 3.79% 1218 1.90E-03 15 7.01% 2255 3.51E-03 23 2.46% 792 1.23E-038 7.76% 2496 3.89E-03 16 7.14% 2297 3.58E-03 24 1.86% 600 9.34E-04 Total 32,156
2030 Hourly Traffic Volumes Per Direction and TOG Exhaust Emissions - TEXH_SB_SAN Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile
1 1.15% 369 5.86E-04 9 7.11% 2288 3.63E-03 17 7.39% 2377 3.78E-032 0.42% 135 2.14E-04 10 4.39% 1411 2.24E-03 18 8.18% 2631 4.18E-033 0.40% 130 2.06E-04 11 4.66% 1499 2.38E-03 19 5.70% 1833 2.91E-034 0.26% 83 1.31E-04 12 5.89% 1893 3.01E-03 20 4.28% 1376 2.19E-035 0.49% 159 2.52E-04 13 6.15% 1978 3.14E-03 21 3.25% 1046 1.66E-036 0.90% 290 4.61E-04 14 6.04% 1941 3.08E-03 22 3.30% 1061 1.69E-037 3.79% 1218 1.94E-03 15 7.01% 2255 3.58E-03 23 2.46% 792 1.26E-038 7.76% 2496 3.97E-03 16 7.14% 2297 3.65E-03 24 1.86% 600 9.53E-04 Total 32,156
675-685 E Middlefield Rd, Mountain View, CA - Off-Site Residential Cumulative Operation - Southbay Freeway (SR237)TOG Evaporative Emissions Modeling - Roadway Links, Traffic Volumes, and TOG Evaporative EmissionsYear = 2030 (Sigma z)
Road Link Description Direction
No.
Lanes
Link
Length
(m)
Link
Length
(mi)
Link
Width
(m)
Link
Width
(ft)
Release
Height
( m)
Average
Speed
(mph)
Average
Vehicles
per Day
Area
(sq m)
Area
(sq ft)
Emission
(g/s/m2)
Emission
(lb/hr/ft2)
Initial
Vertical
height
Initial
Vertical
Dimension
TEVAP_NB_SAN Southbay Freeway Northbound EB 2 741.4 0.46 13.3 44 1.3 55 32,156 9,872 106,260 2.75E-07 2.03E-07 2.6 1.21 TEVAP_SB_SAN Southbay Freeway Southbound WB 2 756.1 0.47 13.3 44 1.3 55 32,156 10,068 108,367 2.75E-07 2.03E-07 2.6 1.21 Total 64,312
Emission Factors - PM2.5 - Evaporative TOG
Speed Category 1 234
Travel Speed (mph) 55
Emissions per Vehicle per Hour (g/hour) 0.87023
Emissions per Vehicle per Mile (g/VMT) 0.01582
Emisson Factors from CT-EMFAC2021
2030 Hourly Traffic Volumes and TOG Evaporative Emissions - TEVAP_NB_SAN Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s
1 1.15% 369 7.47E-04 9 7.11% 2288 4.63E-03 17 7.39% 2377 4.81E-032 0.42% 135 2.73E-04 10 4.39% 1411 2.86E-03 18 8.18% 2631 5.33E-033 0.40% 130 2.63E-04 11 4.66% 1499 3.03E-03 19 5.70% 1833 3.71E-034 0.26% 83 1.67E-04 12 5.89% 1893 3.83E-03 20 4.28% 1376 2.79E-035 0.49% 159 3.21E-04 13 6.15% 1978 4.01E-03 21 3.25% 1046 2.12E-036 0.90% 290 5.88E-04 14 6.04% 1941 3.93E-03 22 3.30% 1061 2.15E-037 3.79% 1218 2.47E-03 15 7.01% 2255 4.57E-03 23 2.46% 792 1.60E-038 7.76% 2496 5.05E-03 16 7.14% 2297 4.65E-03 24 1.86% 600 1.21E-03 Total 32,156
2030 Hourly Traffic Volumes Per Direction and TOG Evaporative Emissions - TEVAP_SB_SAN Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile
1 1.15% 369 7.61E-04 9 7.11% 2288 4.72E-03 17 7.39% 2377 4.91E-032 0.42% 135 2.79E-04 10 4.39% 1411 2.91E-03 18 8.18% 2631 5.43E-033 0.40% 130 2.68E-04 11 4.66% 1499 3.09E-03 19 5.70% 1833 3.78E-034 0.26% 83 1.71E-04 12 5.89% 1893 3.91E-03 20 4.28% 1376 2.84E-035 0.49% 159 3.28E-04 13 6.15% 1978 4.08E-03 21 3.25% 1046 2.16E-036 0.90% 290 5.99E-04 14 6.04% 1941 4.01E-03 22 3.30% 1061 2.19E-037 3.79% 1218 2.51E-03 15 7.01% 2255 4.66E-03 23 2.46% 792 1.63E-038 7.76% 2496 5.15E-03 16 7.14% 2297 4.74E-03 24 1.86% 600 1.24E-03 Total 32,156
675-685 E Middlefield Rd, Mountain View, CA - Off-Site Residential Cumulative Operation - Southbay Freeway (SR237)Fugitive Road PM2.5 Modeling - Roadway Links, Traffic Volumes, and Fugitive Road PM2.5 EmissionsYear = 2030 (Sigma z)
Road Link Description Direction
No.
Lanes
Link
Length
(m)
Link
Length
(mi)
Link
Width
(m)
Link
Width
(ft)
Release
Height
( m)
Average
Speed
(mph)
Average
Vehicles
per Day
Area
(sq m)
Area
(sq ft)
Emission
(g/s/m2)
Emission
(lb/hr/ft2)
Initial
Vertical
height
Initial
Vertical
Dimension
FUG_NB_SAN
Southbay Freeway Northbound EB 2 741.4 0.46 13.3 44 1.3 55 32,156 9,872 106,260 2.28E-07 1.68E-07 2.6 1.21 FUG_SB_SAN
Southbay Freeway Southbound WB 2 756.1 0.47 13.3 44 1.3 55 32,156 10,068 108,367 2.28E-07 1.68E-07 2.6 1.21 Total 64,312
Emission Factors - Fugitive PM2.5
Speed Category 1 234
Travel Speed (mph) 55
Tire Wear - Emissions per Vehicle (g/VMT) 0.00215
Brake Wear - Emissions per Vehicle (g/VMT) 0.00272
Road Dust - Emissions per Vehicle (g/VMT) 0.00826
tal Fugitive PM2.5 - Emissions per Vehicle (g/VMT) 0.01312 Emisson Factors from CT-EMFAC2021
2030 Hourly Traffic Volumes and Fugitive PM2.5 Emissions - FUG_NB_SAN Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s
1 1.15% 369 6.19E-04 9 7.11% 2288 3.84E-03 17 7.39% 2377 3.99E-032 0.42% 135 2.27E-04 10 4.39% 1411 2.37E-03 18 8.18% 2631 4.42E-033 0.40% 130 2.18E-04 11 4.66% 1499 2.52E-03 19 5.70% 1833 3.08E-034 0.26% 83 1.39E-04 12 5.89% 1893 3.18E-03 20 4.28% 1376 2.31E-035 0.49% 159 2.67E-04 13 6.15% 1978 3.32E-03 21 3.25% 1046 1.76E-036 0.90% 290 4.87E-04 14 6.04% 1941 3.26E-03 22 3.30% 1061 1.78E-037 3.79% 1218 2.05E-03 15 7.01% 2255 3.79E-03 23 2.46% 792 1.33E-038 7.76% 2496 4.19E-03 16 7.14% 2297 3.86E-03 24 1.86% 600 1.01E-03 Total 32,156
2030 Hourly Traffic Volumes Per Direction and Fugitive PM2.5 Emissions - FUG_SB_SAN Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile
1 1.15% 369 6.32E-04 9 7.11% 2288 3.92E-03 17 7.39% 2377 4.07E-032 0.42% 135 2.31E-04 10 4.39% 1411 2.42E-03 18 8.18% 2631 4.51E-033 0.40% 130 2.22E-04 11 4.66% 1499 2.57E-03 19 5.70% 1833 3.14E-034 0.26% 83 1.41E-04 12 5.89% 1893 3.24E-03 20 4.28% 1376 2.36E-035 0.49% 159 2.72E-04 13 6.15% 1978 3.39E-03 21 3.25% 1046 1.79E-036 0.90% 290 4.97E-04 14 6.04% 1941 3.33E-03 22 3.30% 1061 1.82E-037 3.79% 1218 2.09E-03 15 7.01% 2255 3.86E-03 23 2.46% 792 1.36E-038 7.76% 2496 4.28E-03 16 7.14% 2297 3.93E-03 24 1.86% 600 1.03E-03 Total 32,156
675-685 E Middlefield Rd, Mountain View, CA - Off-Site Residential Cumulative Operation - E Middlefield RoadDPM Modeling - Roadway Links, Traffic Volumes, and DPM EmissionsYear = 2025 (Sigma z)
Road Link Description Direction
No.
Lanes
Link
Length
(m)
Link
Length
(mi)
Link
Width
(m)
Link
Width
(ft)
Release
Height
( m)
Average
Speed
(mph)
Average
Vehicles
per Day
Area
(sq m)
Area
(sq ft)
Emission
(g/s/m2)
Emission
(lb/hr/ft2)
Initial
Vertical
height (m)
Initial
Vertical
Dimension
DPM_EB_MID
E Middlefield Road Eastbound EB 2 717.4 0.45 13.3 43.7 3.4 35 7,115 9,552 102,820 1.437E-09 1.060E-09 6.8 3.16 DPM_WB_MID
E Middlefield Road Westbound WB 2 716.2 0.45 13.3 43.7 3.4 35 7,115 9,536 102,648 1.437E-09 1.060E-09 6.8 3.16 Total 14,230
Emission Factors
Speed Category 1 234
Travel Speed (mph) 35
Emissions per Vehicle (g/VMT) 0.00037
Emisson Factors from CT-EMFAC2021
2025 Hourly Traffic Volumes and DPM Emissions - DPM_EB_MID Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s
1 3.93% 280 1.30E-05 9 6.41% 456 2.11E-05 17 5.55% 395 1.83E-052 2.62% 187 8.64E-06 10 7.36% 524 2.43E-05 18 3.16% 225 1.04E-053 2.85% 203 9.39E-06 11 6.34% 451 2.09E-05 19 2.36% 168 7.77E-064 3.31% 235 1.09E-05 12 6.92% 492 2.28E-05 20 0.87% 62 2.85E-065 2.17% 154 7.14E-06 13 6.29% 448 2.07E-05 21 3.09% 220 1.02E-056 3.36% 239 1.11E-05 14 6.23% 444 2.05E-05 22 4.12% 293 1.36E-057 6.00% 427 1.98E-05 15 5.15% 367 1.70E-05 23 2.58% 183 8.49E-068 4.58% 326 1.51E-05 16 3.84% 273 1.27E-05 24 0.92% 66 3.04E-06 Total 7,115
2025 Hourly Traffic Volumes Per Direction and DPM Emissions - DPM_WB_MID Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile
1 3.93% 280 1.29E-05 9 6.41% 456 2.11E-05 17 5.55% 395 1.83E-052 2.62% 187 8.63E-06 10 7.36% 524 2.42E-05 18 3.16% 225 1.04E-053 2.85% 203 9.38E-06 11 6.34% 451 2.09E-05 19 2.36% 168 7.76E-064 3.31% 235 1.09E-05 12 6.92% 492 2.28E-05 20 0.87% 62 2.85E-065 2.17% 154 7.13E-06 13 6.29% 448 2.07E-05 21 3.09% 220 1.02E-056 3.36% 239 1.11E-05 14 6.23% 444 2.05E-05 22 4.12% 293 1.35E-057 6.00% 427 1.97E-05 15 5.15% 367 1.69E-05 23 2.58% 183 8.47E-068 4.58% 326 1.51E-05 16 3.84% 273 1.26E-05 24 0.92% 66 3.03E-06 Total 7,115
Line Area
675-685 E Middlefield Rd, Mountain View, CA - Off-Site Residential Cumulative Operation - E Middlefield RoadPM2.5 Modeling - Roadway Links, Traffic Volumes, and PM2.5 EmissionsYear = 2025 (Sigma z)
Road Link Description Direction
No.
Lanes
Link
Length
(m)
Link
Length
(mi)
Link
Width
(m)
Link
Width
(ft)
Release
Height
( m)
Average
Speed
(mph)
Average
Vehicles
per Day
Area
(sq m)
Area
(sq ft)
Emission
(g/s/m2)
Emission
(lb/hr/ft2)
Initial
Vertical
height (m)
Initial
Vertical
Dimension
PM2.5_EB_MID
E Middlefield Road Eastbound EB 2 717.4 0.45 13.3 44 1.3 35 7,115 9,552 102,820 5.46E-09 4.03E-09 2.6 1.21 PM2.5_WB_MID
E Middlefield Road Westbound WB 2 716.2 0.45 13.3 44 1.3 35 7,115 9,536 102,648 5.46E-09 4.03E-09 2.6 1.21 Total 14,230
Emission Factors - PM2.5
Speed Category 1 234
Travel Speed (mph) 35
Emissions per Vehicle (g/VMT) 0.001421
Emisson Factors from CT-EMFAC2021
2025 Hourly Traffic Volumes and PM2.5 Emissions - PM2.5_EB_MID Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s
1 1.15% 82 1.44E-05 9 7.11% 506 8.91E-05 17 7.39% 526 9.25E-052 0.42% 30 5.28E-06 10 4.39% 312 5.49E-05 18 8.18% 582 1.02E-043 0.41% 29 5.11E-06 11 4.66% 332 5.84E-05 19 5.69% 405 7.13E-054 0.26% 18 3.25E-06 12 5.89% 419 7.37E-05 20 4.28% 304 5.35E-055 0.50% 35 6.22E-06 13 6.15% 438 7.70E-05 21 3.25% 232 4.07E-056 0.91% 65 1.14E-05 14 6.04% 430 7.56E-05 22 3.30% 235 4.13E-057 3.79% 269 4.74E-05 15 7.01% 499 8.78E-05 23 2.46% 175 3.08E-058 7.77% 553 9.72E-05 16 7.14% 508 8.94E-05 24 1.86% 133 2.33E-05 Total 7,115
2025 Hourly Traffic Volumes Per Direction and PM2.5 Emissions - PM2.5_WB_MID Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile
1 1.15% 82 1.44E-05 9 7.11% 506 8.89E-05 17 7.39% 526 9.23E-052 0.42% 30 5.27E-06 10 4.39% 312 5.48E-05 18 8.18% 582 1.02E-043 0.41% 29 5.10E-06 11 4.66% 332 5.83E-05 19 5.69% 405 7.12E-054 0.26% 18 3.25E-06 12 5.89% 419 7.36E-05 20 4.28% 304 5.34E-055 0.50% 35 6.21E-06 13 6.15% 438 7.69E-05 21 3.25% 232 4.07E-056 0.91% 65 1.13E-05 14 6.04% 430 7.55E-05 22 3.30% 235 4.12E-057 3.79% 269 4.73E-05 15 7.01% 499 8.76E-05 23 2.46% 175 3.08E-058 7.77% 553 9.71E-05 16 7.14% 508 8.92E-05 24 1.86% 133 2.33E-05 Total 7,115
675-685 E Middlefield Rd, Mountain View, CA - Off-Site Residential Cumulative Operation - E Middlefield RoadTOG Exhaust Modeling - Roadway Links, Traffic Volumes, and TOG Exhaust EmissionsYear = 2025 (Sigma z)
Road Link Description Direction
No.
Lanes
Link
Length
(m)
Link
Length
(mi)
Link
Width
(m)
Link
Width
(ft)
Release
Height
( m)
Average
Speed
(mph)
Average
Vehicles
per Day
Area
(sq m)
Area
(sq ft)
Emission
(g/s/m2)
Emission
(lb/hr/ft2)
Initial
Vertical
height
Initial
Vertical
Dimension
TEXH_EB_MID
E Middlefield Road Eastbound EB 2 717.4 0.45 13.3 44 1.3 35 7,115 9,552 102,820 8.14E-08 6.00E-08 2.6 1.21 TEXH_WB_MID
E Middlefield Road Westbound WB 2 716.2 0.45 13.3 44 1.3 35 7,115 9,536 102,648 8.14E-08 6.00E-08 2.6 1.21 Total 14,230
Emission Factors - TOG Exhaust
Speed Category 1 234
Travel Speed (mph) 35
Emissions per Vehicle (g/VMT) 0.02118
Emisson Factors from CT-EMFAC2021
2025 Hourly Traffic Volumes and TOG Exhaust Emissions - TEXH_EB_MID Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s
1 1.15% 82 2.15E-04 9 7.11% 506 1.33E-03 17 7.39% 526 1.38E-032 0.42% 30 7.87E-05 10 4.39% 312 8.19E-04 18 8.18% 582 1.53E-033 0.41% 29 7.62E-05 11 4.66% 332 8.70E-04 19 5.69% 405 1.06E-034 0.26% 18 4.85E-05 12 5.89% 419 1.10E-03 20 4.28% 304 7.98E-045 0.50% 35 9.27E-05 13 6.15% 438 1.15E-03 21 3.25% 232 6.07E-046 0.91% 65 1.69E-04 14 6.04% 430 1.13E-03 22 3.30% 235 6.15E-047 3.79% 269 7.07E-04 15 7.01% 499 1.31E-03 23 2.46% 175 4.59E-048 7.77% 553 1.45E-03 16 7.14% 508 1.33E-03 24 1.86% 133 3.48E-04 Total 7,115
2025 Hourly Traffic Volumes Per Direction and TOG Exhaust Emissions - TEXH_WB_MID Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile
1 1.15% 82 2.14E-04 9 7.11% 506 1.33E-03 17 7.39% 526 1.38E-032 0.42% 30 7.86E-05 10 4.39% 312 8.17E-04 18 8.18% 582 1.52E-033 0.41% 29 7.61E-05 11 4.66% 332 8.69E-04 19 5.69% 405 1.06E-034 0.26% 18 4.84E-05 12 5.89% 419 1.10E-03 20 4.28% 304 7.96E-045 0.50% 35 9.26E-05 13 6.15% 438 1.15E-03 21 3.25% 232 6.06E-046 0.91% 65 1.69E-04 14 6.04% 430 1.13E-03 22 3.30% 235 6.14E-047 3.79% 269 7.06E-04 15 7.01% 499 1.31E-03 23 2.46% 175 4.58E-048 7.77% 553 1.45E-03 16 7.14% 508 1.33E-03 24 1.86% 133 3.47E-04 Total 7,115
675-685 E Middlefield Rd, Mountain View, CA - Off-Site Residential Cumulative Operation - E Middlefield RoadTOG Evaporative Emissions Modeling - Roadway Links, Traffic Volumes, and TOG Evaporative EmissionsYear = 2025 (Sigma z)
Road Link Description Direction
No.
Lanes
Link
Length
(m)
Link
Length
(mi)
Link
Width
(m)
Link
Width
(ft)
Release
Height
( m)
Average
Speed
(mph)
Average
Vehicles
per Day
Area
(sq m)
Area
(sq ft)
Emission
(g/s/m2)
Emission
(lb/hr/ft2)
Initial
Vertical
height
Initial
Vertical
Dimension
TEVAP_EB_MID E Middlefield Road Eastbound EB 2 717.4 0.45 13.3 44 1.3 35 7,115 9,552 102,820 1.10E-07 8.08E-08 2.6 1.21 TEVAP_WB_MID E Middlefield Road Westbound WB 2 716.2 0.45 13.3 44 1.3 35 7,115 9,536 102,648 1.10E-07 8.08E-08 2.6 1.21 Total 14,230
Emission Factors - PM2.5 - Evaporative TOG
Speed Category 1 234
Travel Speed (mph) 35
Emissions per Vehicle per Hour (g/hour) 0.99856
Emissions per Vehicle per Mile (g/VMT) 0.02853
Emisson Factors from CT-EMFAC2021
2025 Hourly Traffic Volumes and TOG Evaporative Emissions - TEVAP_EB_MID Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s
1 1.15% 82 2.89E-04 9 7.11% 506 1.79E-03 17 7.39% 526 1.86E-032 0.42% 30 1.06E-04 10 4.39% 312 1.10E-03 18 8.18% 582 2.06E-033 0.41% 29 1.03E-04 11 4.66% 332 1.17E-03 19 5.69% 405 1.43E-034 0.26% 18 6.53E-05 12 5.89% 419 1.48E-03 20 4.28% 304 1.07E-035 0.50% 35 1.25E-04 13 6.15% 438 1.55E-03 21 3.25% 232 8.18E-046 0.91% 65 2.28E-04 14 6.04% 430 1.52E-03 22 3.30% 235 8.29E-047 3.79% 269 9.52E-04 15 7.01% 499 1.76E-03 23 2.46% 175 6.19E-048 7.77% 553 1.95E-03 16 7.14% 508 1.79E-03 24 1.86% 133 4.69E-04 Total 7,115
2025 Hourly Traffic Volumes Per Direction and TOG Evaporative Emissions - TEVAP_WB_MID Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile
1 1.15% 82 2.88E-04 9 7.11% 506 1.78E-03 17 7.39% 526 1.85E-032 0.42% 30 1.06E-04 10 4.39% 312 1.10E-03 18 8.18% 582 2.05E-033 0.41% 29 1.02E-04 11 4.66% 332 1.17E-03 19 5.69% 405 1.43E-034 0.26% 18 6.52E-05 12 5.89% 419 1.48E-03 20 4.28% 304 1.07E-035 0.50% 35 1.25E-04 13 6.15% 438 1.54E-03 21 3.25% 232 8.17E-046 0.91% 65 2.28E-04 14 6.04% 430 1.52E-03 22 3.30% 235 8.27E-047 3.79% 269 9.50E-04 15 7.01% 499 1.76E-03 23 2.46% 175 6.18E-048 7.77% 553 1.95E-03 16 7.14% 508 1.79E-03 24 1.86% 133 4.68E-04 Total 7,115
675-685 E Middlefield Rd, Mountain View, CA - Off-Site Residential Cumulative Operation - E Middlefield RoadFugitive Road PM2.5 Modeling - Roadway Links, Traffic Volumes, and Fugitive Road PM2.5 EmissionsYear = 2025 (Sigma z)
Road Link Description Direction
No.
Lanes
Link
Length
(m)
Link
Length
(mi)
Link
Width
(m)
Link
Width
(ft)
Release
Height
( m)
Average
Speed
(mph)
Average
Vehicles
per Day
Area
(sq m)
Area
(sq ft)
Emission
(g/s/m2)
Emission
(lb/hr/ft2)
Initial
Vertical
height
Initial
Vertical
Dimension
FUG_EB_MID
E Middlefield Road Eastbound EB 2 717.4 0.45 13.3 44 1.3 35 7,115 9,552 102,820 8.81E-08 6.49E-08 2.6 1.21 FUG_WB_MID
E Middlefield Road Westbound WB 2 716.2 0.45 13.3 44 1.3 35 7,115 9,536 102,648 8.81E-08 6.49E-08 2.6 1.21 Total 14,230
Emission Factors - Fugitive PM2.5
Speed Category 1 234
Travel Speed (mph) 35
Tire Wear - Emissions per Vehicle (g/VMT) 0.00211
Brake Wear - Emissions per Vehicle (g/VMT) 0.00550
Road Dust - Emissions per Vehicle (g/VMT) 0.01531
tal Fugitive PM2.5 - Emissions per Vehicle (g/VMT) 0.02291 Emisson Factors from CT-EMFAC2021
2025 Hourly Traffic Volumes and Fugitive PM2.5 Emissions - FUG_EB_MID Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s
1 1.15% 82 2.32E-04 9 7.11% 506 1.44E-03 17 7.39% 526 1.49E-032 0.42% 30 8.51E-05 10 4.39% 312 8.86E-04 18 8.18% 582 1.65E-033 0.41% 29 8.24E-05 11 4.66% 332 9.41E-04 19 5.69% 405 1.15E-034 0.26% 18 5.25E-05 12 5.89% 419 1.19E-03 20 4.28% 304 8.63E-045 0.50% 35 1.00E-04 13 6.15% 438 1.24E-03 21 3.25% 232 6.57E-046 0.91% 65 1.83E-04 14 6.04% 430 1.22E-03 22 3.30% 235 6.66E-047 3.79% 269 7.65E-04 15 7.01% 499 1.42E-03 23 2.46% 175 4.97E-048 7.77% 553 1.57E-03 16 7.14% 508 1.44E-03 24 1.86% 133 3.76E-04 Total 7,115
2025 Hourly Traffic Volumes Per Direction and Fugitive PM2.5 Emissions - FUG_WB_MID Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile
1 1.15% 82 2.32E-04 9 7.11% 506 1.43E-03 17 7.39% 526 1.49E-032 0.42% 30 8.50E-05 10 4.39% 312 8.84E-04 18 8.18% 582 1.65E-033 0.41% 29 8.23E-05 11 4.66% 332 9.40E-04 19 5.69% 405 1.15E-034 0.26% 18 5.24E-05 12 5.89% 419 1.19E-03 20 4.28% 304 8.62E-045 0.50% 35 1.00E-04 13 6.15% 438 1.24E-03 21 3.25% 232 6.56E-046 0.91% 65 1.83E-04 14 6.04% 430 1.22E-03 22 3.30% 235 6.64E-047 3.79% 269 7.63E-04 15 7.01% 499 1.41E-03 23 2.46% 175 4.96E-048 7.77% 553 1.57E-03 16 7.14% 508 1.44E-03 24 1.86% 133 3.76E-04 Total 7,115
675-685 E Middlefield Rd, Mountain View, CA - Off-Site Residential Cumulative Operation - E Middlefield RoadDPM Modeling - Roadway Links, Traffic Volumes, and DPM EmissionsYear = 2030 (Sigma z)
Road Link Description Direction
No.
Lanes
Link
Length
(m)
Link
Length
(mi)
Link
Width
(m)
Link
Width
(ft)
Release
Height
( m)
Average
Speed
(mph)
Average
Vehicles
per Day
Area
(sq m)
Area
(sq ft)
Emission
(g/s/m2)
Emission
(lb/hr/ft2)
Initial
Vertical
height (m)
Initial
Vertical
Dimension
DPM_EB_MID
E Middlefield Road Eastbound EB 2 864.1 0.54 13.3 43.7 3.4 35 7,460 11,506 123,846 1.068E-09 7.873E-10 6.8 3.16 DPM_WB_MID
E Middlefield Road Westbound WB 2 850.4 0.53 13.3 43.7 3.4 35 7,460 11,323 121,882 1.068E-09 7.873E-10 6.8 3.16 Total 14,920
Emission Factors
Speed Category 1 234
Travel Speed (mph) 35
Emissions per Vehicle (g/VMT) 0.00027
Emisson Factors from CT-EMFAC2021
2030 Hourly Traffic Volumes and DPM Emissions - DPM_EB_MID Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s
1 3.98% 297 1.17E-05 9 6.45% 481 1.90E-05 17 5.61% 418 1.65E-052 2.63% 196 7.76E-06 10 7.45% 556 2.20E-05 18 3.20% 239 9.43E-063 2.86% 213 8.42E-06 11 6.39% 477 1.88E-05 19 2.19% 163 6.46E-064 3.25% 242 9.58E-06 12 7.01% 523 2.07E-05 20 0.85% 63 2.50E-065 2.18% 163 6.44E-06 13 6.28% 468 1.85E-05 21 3.09% 230 9.10E-066 3.30% 246 9.74E-06 14 6.17% 460 1.82E-05 22 4.26% 318 1.26E-057 6.05% 452 1.79E-05 15 5.10% 381 1.50E-05 23 2.58% 192 7.59E-068 4.43% 331 1.31E-05 16 3.87% 289 1.14E-05 24 0.84% 63 2.48E-06 Total 7,460
2030 Hourly Traffic Volumes Per Direction and DPM Emissions - DPM_WB_MID Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile
1 3.98% 297 1.15E-05 9 6.45% 481 1.87E-05 17 5.61% 418 1.63E-052 2.63% 196 7.64E-06 10 7.45% 556 2.16E-05 18 3.20% 239 9.28E-063 2.86% 213 8.29E-06 11 6.39% 477 1.85E-05 19 2.19% 163 6.36E-064 3.25% 242 9.42E-06 12 7.01% 523 2.03E-05 20 0.85% 63 2.46E-065 2.18% 163 6.34E-06 13 6.28% 468 1.82E-05 21 3.09% 230 8.96E-066 3.30% 246 9.59E-06 14 6.17% 460 1.79E-05 22 4.26% 318 1.24E-057 6.05% 452 1.76E-05 15 5.10% 381 1.48E-05 23 2.58% 192 7.47E-068 4.43% 331 1.29E-05 16 3.87% 289 1.12E-05 24 0.84% 63 2.44E-06 Total 7,460
Line Area
675-685 E Middlefield Rd, Mountain View, CA - Off-Site Residential Cumulative Operation - E Middlefield RoadPM2.5 Modeling - Roadway Links, Traffic Volumes, and PM2.5 EmissionsYear = 2030 (Sigma z)
Road Link Description Direction
No.
Lanes
Link
Length
(m)
Link
Length
(mi)
Link
Width
(m)
Link
Width
(ft)
Release
Height
( m)
Average
Speed
(mph)
Average
Vehicles
per Day
Area
(sq m)
Area
(sq ft)
Emission
(g/s/m2)
Emission
(lb/hr/ft2)
Initial
Vertical
height (m)
Initial
Vertical
Dimension
PM2.5_EB_MID
E Middlefield Road Eastbound EB 2 864.1 0.54 13.3 44 1.3 35 7,460 11,506 123,846 4.28E-09 3.16E-09 2.6 1.21 PM2.5_WB_MID
E Middlefield Road Westbound WB 2 850.4 0.53 13.3 44 1.3 35 7,460 11,323 121,882 4.28E-09 3.16E-09 2.6 1.21 Total 14,920
Emission Factors - PM2.5
Speed Category 1 234
Travel Speed (mph) 35
Emissions per Vehicle (g/VMT) 0.001062
Emisson Factors from CT-EMFAC2021
2030 Hourly Traffic Volumes and PM2.5 Emissions - PM2.5_EB_MID Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s
1 1.15% 86 1.36E-05 9 7.11% 531 8.41E-05 17 7.39% 551 8.74E-052 0.42% 31 4.96E-06 10 4.39% 327 5.19E-05 18 8.18% 610 9.67E-053 0.40% 30 4.77E-06 11 4.66% 348 5.51E-05 19 5.70% 425 6.73E-054 0.26% 19 3.04E-06 12 5.89% 439 6.96E-05 20 4.28% 319 5.05E-055 0.49% 37 5.83E-06 13 6.15% 459 7.27E-05 21 3.25% 243 3.84E-056 0.90% 67 1.07E-05 14 6.04% 450 7.13E-05 22 3.30% 246 3.90E-057 3.79% 283 4.48E-05 15 7.01% 523 8.29E-05 23 2.46% 184 2.91E-058 7.76% 579 9.17E-05 16 7.14% 533 8.44E-05 24 1.86% 139 2.20E-05 Total 7,460
2030 Hourly Traffic Volumes Per Direction and PM2.5 Emissions - PM2.5_WB_MID Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile
1 1.15% 86 1.33E-05 9 7.11% 531 8.27E-05 17 7.39% 551 8.60E-052 0.42% 31 4.88E-06 10 4.39% 327 5.10E-05 18 8.18% 610 9.52E-053 0.40% 30 4.69E-06 11 4.66% 348 5.42E-05 19 5.70% 425 6.63E-054 0.26% 19 2.99E-06 12 5.89% 439 6.85E-05 20 4.28% 319 4.97E-055 0.49% 37 5.74E-06 13 6.15% 459 7.15E-05 21 3.25% 243 3.78E-056 0.90% 67 1.05E-05 14 6.04% 450 7.02E-05 22 3.30% 246 3.84E-057 3.79% 283 4.40E-05 15 7.01% 523 8.16E-05 23 2.46% 184 2.86E-058 7.76% 579 9.03E-05 16 7.14% 533 8.31E-05 24 1.86% 139 2.17E-05 Total 7,460
675-685 E Middlefield Rd, Mountain View, CA - Off-Site Residential Cumulative Operation - E Middlefield RoadTOG Exhaust Modeling - Roadway Links, Traffic Volumes, and TOG Exhaust EmissionsYear = 2030 (Sigma z)
Road Link Description Direction
No.
Lanes
Link
Length
(m)
Link
Length
(mi)
Link
Width
(m)
Link
Width
(ft)
Release
Height
( m)
Average
Speed
(mph)
Average
Vehicles
per Day
Area
(sq m)
Area
(sq ft)
Emission
(g/s/m2)
Emission
(lb/hr/ft2)
Initial
Vertical
height
Initial
Vertical
Dimension
TEXH_EB_MID
E Middlefield Road Eastbound EB 2 864.1 0.54 13.3 44 1.3 35 7,460 11,506 123,846 6.09E-08 4.49E-08 2.6 1.21 TEXH_WB_MID
E Middlefield Road Westbound WB 2 850.4 0.53 13.3 44 1.3 35 7,460 11,323 121,882 6.09E-08 4.49E-08 2.6 1.21 Total 14,920
Emission Factors - TOG Exhaust
Speed Category 1 234
Travel Speed (mph) 35
Emissions per Vehicle (g/VMT) 0.01512
Emisson Factors from CT-EMFAC2021
2030 Hourly Traffic Volumes and TOG Exhaust Emissions - TEXH_EB_MID Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s
1 1.15% 86 1.93E-04 9 7.11% 531 1.20E-03 17 7.39% 551 1.24E-032 0.42% 31 7.06E-05 10 4.39% 327 7.38E-04 18 8.18% 610 1.38E-033 0.40% 30 6.78E-05 11 4.66% 348 7.84E-04 19 5.70% 425 9.59E-044 0.26% 19 4.32E-05 12 5.89% 439 9.90E-04 20 4.28% 319 7.20E-045 0.49% 37 8.31E-05 13 6.15% 459 1.03E-03 21 3.25% 243 5.47E-046 0.90% 67 1.52E-04 14 6.04% 450 1.02E-03 22 3.30% 246 5.55E-047 3.79% 283 6.37E-04 15 7.01% 523 1.18E-03 23 2.46% 184 4.14E-048 7.76% 579 1.31E-03 16 7.14% 533 1.20E-03 24 1.86% 139 3.14E-04 Total 7,460
2030 Hourly Traffic Volumes Per Direction and TOG Exhaust Emissions - TEXH_WB_MID Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile
1 1.15% 86 1.90E-04 9 7.11% 531 1.18E-03 17 7.39% 551 1.22E-032 0.42% 31 6.95E-05 10 4.39% 327 7.26E-04 18 8.18% 610 1.35E-033 0.40% 30 6.68E-05 11 4.66% 348 7.72E-04 19 5.70% 425 9.44E-044 0.26% 19 4.25E-05 12 5.89% 439 9.75E-04 20 4.28% 319 7.08E-045 0.49% 37 8.17E-05 13 6.15% 459 1.02E-03 21 3.25% 243 5.38E-046 0.90% 67 1.49E-04 14 6.04% 450 1.00E-03 22 3.30% 246 5.46E-047 3.79% 283 6.27E-04 15 7.01% 523 1.16E-03 23 2.46% 184 4.08E-048 7.76% 579 1.29E-03 16 7.14% 533 1.18E-03 24 1.86% 139 3.09E-04 Total 7,460
675-685 E Middlefield Rd, Mountain View, CA - Off-Site Residential Cumulative Operation - E Middlefield RoadTOG Evaporative Emissions Modeling - Roadway Links, Traffic Volumes, and TOG Evaporative EmissionsYear = 2030 (Sigma z)
Road Link Description Direction
No.
Lanes
Link
Length
(m)
Link
Length
(mi)
Link
Width
(m)
Link
Width
(ft)
Release
Height
( m)
Average
Speed
(mph)
Average
Vehicles
per Day
Area
(sq m)
Area
(sq ft)
Emission
(g/s/m2)
Emission
(lb/hr/ft2)
Initial
Vertical
height
Initial
Vertical
Dimension
TEVAP_EB_MID E Middlefield Road Eastbound EB 2 864.1 0.54 13.3 44 1.3 35 7,460 11,506 123,846 1.01E-07 7.43E-08 2.6 1.21 TEVAP_WB_MID E Middlefield Road Westbound WB 2 850.4 0.53 13.3 44 1.3 35 7,460 11,323 121,882 1.01E-07 7.43E-08 2.6 1.21 Total 14,920
Emission Factors - PM2.5 - Evaporative TOG
Speed Category 1 234
Travel Speed (mph) 35
Emissions per Vehicle per Hour (g/hour) 0.87494
Emissions per Vehicle per Mile (g/VMT) 0.02500
Emisson Factors from CT-EMFAC2021
2030 Hourly Traffic Volumes and TOG Evaporative Emissions - TEVAP_EB_MID Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s
1 1.15% 86 3.19E-04 9 7.11% 531 1.98E-03 17 7.39% 551 2.06E-032 0.42% 31 1.17E-04 10 4.39% 327 1.22E-03 18 8.18% 610 2.28E-033 0.40% 30 1.12E-04 11 4.66% 348 1.30E-03 19 5.70% 425 1.59E-034 0.26% 19 7.14E-05 12 5.89% 439 1.64E-03 20 4.28% 319 1.19E-035 0.49% 37 1.37E-04 13 6.15% 459 1.71E-03 21 3.25% 243 9.05E-046 0.90% 67 2.51E-04 14 6.04% 450 1.68E-03 22 3.30% 246 9.18E-047 3.79% 283 1.05E-03 15 7.01% 523 1.95E-03 23 2.46% 184 6.85E-048 7.76% 579 2.16E-03 16 7.14% 533 1.99E-03 24 1.86% 139 5.19E-04 Total 7,460
2030 Hourly Traffic Volumes Per Direction and TOG Evaporative Emissions - TEVAP_WB_MID Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile
1 1.15% 86 3.14E-04 9 7.11% 531 1.95E-03 17 7.39% 551 2.02E-032 0.42% 31 1.15E-04 10 4.39% 327 1.20E-03 18 8.18% 610 2.24E-033 0.40% 30 1.10E-04 11 4.66% 348 1.28E-03 19 5.70% 425 1.56E-034 0.26% 19 7.03E-05 12 5.89% 439 1.61E-03 20 4.28% 319 1.17E-035 0.49% 37 1.35E-04 13 6.15% 459 1.68E-03 21 3.25% 243 8.90E-046 0.90% 67 2.47E-04 14 6.04% 450 1.65E-03 22 3.30% 246 9.03E-047 3.79% 283 1.04E-03 15 7.01% 523 1.92E-03 23 2.46% 184 6.74E-048 7.76% 579 2.13E-03 16 7.14% 533 1.96E-03 24 1.86% 139 5.10E-04 Total 7,460
675-685 E Middlefield Rd, Mountain View, CA - Off-Site Residential Cumulative Operation - E Middlefield RoadFugitive Road PM2.5 Modeling - Roadway Links, Traffic Volumes, and Fugitive Road PM2.5 EmissionsYear = 2030 (Sigma z)
Road Link Description Direction
No.
Lanes
Link
Length
(m)
Link
Length
(mi)
Link
Width
(m)
Link
Width
(ft)
Release
Height
( m)
Average
Speed
(mph)
Average
Vehicles
per Day
Area
(sq m)
Area
(sq ft)
Emission
(g/s/m2)
Emission
(lb/hr/ft2)
Initial
Vertical
height
Initial
Vertical
Dimension
FUG_EB_MID
E Middlefield Road Eastbound EB 2 864.1 0.54 13.3 44 1.3 35 7,460 11,506 123,846 9.23E-08 6.80E-08 2.6 1.21 FUG_WB_MID
E Middlefield Road Westbound WB 2 850.4 0.53 13.3 44 1.3 35 7,460 11,323 121,882 9.23E-08 6.80E-08 2.6 1.21 Total 14,920
Emission Factors - Fugitive PM2.5
Speed Category 1 234
Travel Speed (mph) 35
Tire Wear - Emissions per Vehicle (g/VMT) 0.00210
Brake Wear - Emissions per Vehicle (g/VMT) 0.00544
Road Dust - Emissions per Vehicle (g/VMT) 0.01535
tal Fugitive PM2.5 - Emissions per Vehicle (g/VMT) 0.02290 Emisson Factors from CT-EMFAC2021
2030 Hourly Traffic Volumes and Fugitive PM2.5 Emissions - FUG_EB_MID Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s Hour
% Per
Hour VPH g/s
1 1.15% 86 2.92E-04 9 7.11% 531 1.81E-03 17 7.39% 551 1.88E-032 0.42% 31 1.07E-04 10 4.39% 327 1.12E-03 18 8.18% 610 2.08E-033 0.40% 30 1.03E-04 11 4.66% 348 1.19E-03 19 5.70% 425 1.45E-034 0.26% 19 6.54E-05 12 5.89% 439 1.50E-03 20 4.28% 319 1.09E-035 0.49% 37 1.26E-04 13 6.15% 459 1.57E-03 21 3.25% 243 8.29E-046 0.90% 67 2.30E-04 14 6.04% 450 1.54E-03 22 3.30% 246 8.41E-047 3.79% 283 9.65E-04 15 7.01% 523 1.79E-03 23 2.46% 184 6.27E-048 7.76% 579 1.98E-03 16 7.14% 533 1.82E-03 24 1.86% 139 4.75E-04 Total 7,460
2030 Hourly Traffic Volumes Per Direction and Fugitive PM2.5 Emissions - FUG_WB_MID Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile Hour
% Per
Hour VPH g/mile
1 1.15% 86 2.88E-04 9 7.11% 531 1.78E-03 17 7.39% 551 1.85E-032 0.42% 31 1.05E-04 10 4.39% 327 1.10E-03 18 8.18% 610 2.05E-033 0.40% 30 1.01E-04 11 4.66% 348 1.17E-03 19 5.70% 425 1.43E-034 0.26% 19 6.44E-05 12 5.89% 439 1.48E-03 20 4.28% 319 1.07E-035 0.49% 37 1.24E-04 13 6.15% 459 1.54E-03 21 3.25% 243 8.15E-046 0.90% 67 2.26E-04 14 6.04% 450 1.51E-03 22 3.30% 246 8.27E-047 3.79% 283 9.50E-04 15 7.01% 523 1.76E-03 23 2.46% 184 6.17E-048 7.76% 579 1.95E-03 16 7.14% 533 1.79E-03 24 1.86% 139 4.68E-04 Total 7,460
675‐685 E Middlefield Road, Mountain View, CA
Cisco Emergency Generator Impacts
Off‐site Sensitive Receptors
MEI Location = 1.5 meter receptor height
DPM Emissions per Generator
Max Daily Annual
Source Type (lb/day) (lb/year)
Generator 0.277 101.21
2021 CEIDARS DPM Emissions 0.0506 tons/year
Model AERMOD
Source Diesel Generator Engine
Source Type Point
Meteorological Data 2013 ‐ 2017 Moffett Field Meteorological Data Generator Engine Size (hp) Unknown
Stack Height (ft) 10.00
Stack Diameter (ft)** 0.60
Exhaust Gas Flowrate (CFM)* 2527.73
Stack Exit Velocity (ft/sec)** 149.00
Exhaust Temperature (˚F)** 872.00
Emissions Rate (lb/hr) 0.011554
* AERMOD default
**BAAQMD default generator parameters
DPM Emission Rates
Modeling Information
Point Source Stack Parameters
675-685 E Middlefield Road, Mountain View, CA - Cancer Risks from Cisco Generator Cisco Emergency Generators
Impacts at Off-Site Receptors- 1.5m MEI Receptor Heights Impact at Project MEI (30-year Exposure)
Cancer Risk (per million) = CPF x Inhalation Dose x ASF x ED/AT x FAH x 1.0E6 Where: CPF = Cancer potency factor (mg/kg-day)
-1
ASF = Age sensitivity factor for specified age group
ED = Exposure duration (years)
AT = Averaging time for lifetime cancer risk (years)
FAH = Fraction of time spent at home (unitless)
Inhalation Dose = Cair x DBR x A x (EF/365) x 10-6
Where: Cair = concentration in air (μg/m3)
DBR = daily breathing rate (L/kg body weight-day)
A = Inhalation absorption factor
EF = Exposure frequency (days/year)
10-6 = Conversion factor
Infant/Child Adult
Age --> 3rd Trimester 0 - 2 2 - 16 16 - 30
Parameter
ASF = 10 10 3 1
CPF = 1.10E+00 1.10E+00 1.10E+00 1.10E+00
DBR* = 361 1090 572 261
A = 1 1 1 1
EF = 350 350 350 350
AT = 70 70 70 70
FAH = 1.00 1.00 1.00 0.73
* 95th percentile breathing rates for infants and 80th percentile for children and adults Construction Cancer Risk by Year - Maximum Impact Receptor Location Infant/Child - Exposure Information Infant/Child
Exposure Age Cancer
Exposure Duration DPM Conc (ug/m3) Sensitivity Risk Hazard Fugitive Total Year (years) Age Year Annual Factor (per million) Index PM2.5 PM2.5 0 0.25 -0.25 - 0* 2025 0.0014 10 0.019
1 1 0 - 1 2025 0.0014 10 0.230 0.00028 0.0014 0.0028
2 1 1 - 2 2026 0.0014 10 0.230 0.00028 0.0014 0.0028
3 1 2 - 3 2027 0.0014 3 0.036 0.00028 0.0014 0.0028
4 1 3 - 4 2028 0.0014 3 0.036 0.00028 0.0014 0.0028
5 1 4 - 5 2029 0.0014 3 0.036 0.00028 0.0014 0.0028
6 1 5 - 6 2030 0.0014 3 0.036 0.00028 0.0014 0.0028
7 1 6 - 7 2031 0.0014 3 0.036 0.00028 0.0014 0.0028
8 1 7 - 8 2032 0.0014 3 0.036 0.00028 0.0014 0.0028
9 1 8 - 9 2033 0.0014 3 0.036 0.00028 0.0014 0.0028
10 1 9 - 10 2034 0.0014 3 0.036 0.00028 0.0014 0.0028
11 1 10 - 11 2035 0.0014 3 0.036 0.00028 0.0014 0.0028
12 1 11 - 12 2036 0.0014 3 0.036 0.00028 0.0014 0.0028
13 1 12 - 13 2037 0.0014 3 0.036 0.00028 0.0014 0.0028
14 1 13 - 14 2038 0.0014 3 0.036 0.00028 0.0014 0.0028
15 1 14 - 15 2039 0.0014 3 0.036 0.00028 0.0014 0.0028
16 1 15 - 16 2040 0.0014 3 0.036 0.00028 0.0014 0.0028
17 1 16-17 2041 0.0014 1 0.004 0.00028 0.0014 0.0028
18 1 17-18 2042 0.0014 1 0.004 0.00028 0.0014 0.0028
19 1 18-19 2043 0.0014 1 0.004 0.00028 0.0014 0.0028
20 1 19-20 2044 0.0014 1 0.004 0.00028 0.0014 0.0028
21 1 20-21 2045 0.0014 1 0.004 0.00028 0.0014 0.0028
22 1 21-22 2046 0.0014 1 0.004 0.00028 0.0014 0.0028
23 1 22-23 2047 0.0014 1 0.004 0.00028 0.0014 0.0028
24 1 23-24 2048 0.0014 1 0.004 0.00028 0.0014 0.0028
25 1 24-25 2049 0.0014 1 0.004 0.00028 0.0014 0.0028
26 1 25-26 2050 0.0014 1 0.004 0.00028 0.0014 0.0028
27 1 26-27 2051 0.0014 1 0.004 0.00028 0.0014 0.0028
28 1 27-28 2052 0.0014 1 0.004 0.00028 0.0014 0.0028
29 1 28-29 2053 0.0014 1 0.004 0.00028 0.0014 0.0028
30 1 29-30 2054 0.0014 1 0.004 0.00028 0.0014 0.0028
Total Increased Cancer Risk 1.04 Max 0.00028 0.0014 0.0028 * Third trimester of pregnancy
675-685 E Middlefield Road, Mountain View, CA - Cancer Risks from Cisco Generator Cisco Emergency Generators
Impacts at Off-Site Receptors- 1.5m MEI Receptor Heights Impact at Onsite MEI (30-year Exposure)
Cancer Risk (per million) = CPF x Inhalation Dose x ASF x ED/AT x FAH x 1.0E6 Where: CPF = Cancer potency factor (mg/kg-day)
-1
ASF = Age sensitivity factor for specified age group
ED = Exposure duration (years)
AT = Averaging time for lifetime cancer risk (years)
FAH = Fraction of time spent at home (unitless)
Inhalation Dose = Cair x DBR x A x (EF/365) x 10-6
Where: Cair = concentration in air (μg/m3)
DBR = daily breathing rate (L/kg body weight-day)
A = Inhalation absorption factor
EF = Exposure frequency (days/year)
10-6 = Conversion factor
Infant/Child Adult
Age --> 3rd Trimester 0 - 2 2 - 16 16 - 30
Parameter
ASF = 10 10 3 1
CPF = 1.10E+00 1.10E+00 1.10E+00 1.10E+00
DBR* = 361 1090 572 261
A = 1 1 1 1
EF = 350 350 350 350
AT = 70 70 70 70
FAH = 1.00 1.00 1.00 0.73
* 95th percentile breathing rates for infants and 80th percentile for children and adults Construction Cancer Risk by Year - Maximum Impact Receptor Location Infant/Child - Exposure Information Infant/Child
Exposure Age Cancer
Exposure Duration DPM Conc (ug/m3) Sensitivity Risk Hazard Fugitive Total Year (years) Age Year Annual Factor (per million) Index PM2.5 PM2.5 0 0.25 -0.25 - 0* 2030 0.0019 10 0.026
1 1 0 - 1 2030 0.0019 10 0.309 0.00038 0.0019 0.0038
2 1 1 - 2 2031 0.0019 10 0.309 0.00038 0.0019 0.0038
3 1 2 - 3 2032 0.0019 3 0.049 0.00038 0.0019 0.0038
4 1 3 - 4 2033 0.0019 3 0.049 0.00038 0.0019 0.0038
5 1 4 - 5 2034 0.0019 3 0.049 0.00038 0.0019 0.0038
6 1 5 - 6 2035 0.0019 3 0.049 0.00038 0.0019 0.0038
7 1 6 - 7 2036 0.0019 3 0.049 0.00038 0.0019 0.0038
8 1 7 - 8 2037 0.0019 3 0.049 0.00038 0.0019 0.0038
9 1 8 - 9 2038 0.0019 3 0.049 0.00038 0.0019 0.0038
10 1 9 - 10 2039 0.0019 3 0.049 0.00038 0.0019 0.0038
11 1 10 - 11 2040 0.0019 3 0.049 0.00038 0.0019 0.0038
12 1 11 - 12 2041 0.0019 3 0.049 0.00038 0.0019 0.0038
13 1 12 - 13 2042 0.0019 3 0.049 0.00038 0.0019 0.0038
14 1 13 - 14 2043 0.0019 3 0.049 0.00038 0.0019 0.0038
15 1 14 - 15 2044 0.0019 3 0.049 0.00038 0.0019 0.0038
16 1 15 - 16 2045 0.0019 3 0.049 0.00038 0.0019 0.0038
17 1 16-17 2046 0.0019 1 0.005 0.00038 0.0019 0.0038
18 1 17-18 2047 0.0019 1 0.005 0.00038 0.0019 0.0038
19 1 18-19 2048 0.0019 1 0.005 0.00038 0.0019 0.0038
20 1 19-20 2049 0.0019 1 0.005 0.00038 0.0019 0.0038
21 1 20-21 2050 0.0019 1 0.005 0.00038 0.0019 0.0038
22 1 21-22 2051 0.0019 1 0.005 0.00038 0.0019 0.0038
23 1 22-23 2052 0.0019 1 0.005 0.00038 0.0019 0.0038
24 1 23-24 2053 0.0019 1 0.005 0.00038 0.0019 0.0038
25 1 24-25 2054 0.0019 1 0.005 0.00038 0.0019 0.0038
26 1 25-26 2055 0.0019 1 0.005 0.00038 0.0019 0.0038
27 1 26-27 2056 0.0019 1 0.005 0.00038 0.0019 0.0038
28 1 27-28 2057 0.0019 1 0.005 0.00038 0.0019 0.0038
29 1 28-29 2058 0.0019 1 0.005 0.00038 0.0019 0.0038
30 1 29-30 2059 0.0019 1 0.005 0.00038 0.0019 0.0038
Total Increased Cancer Risk 1.40 Max 0.00038 0.0019 0.0038 * Third trimester of pregnancy
Date of Request 8/8/2023
Contact Name Jordyn BauerAffiliation Illingworth & Rodkin, Inc.Phone 707-794-0400 x103Email [email protected]
Project Name 675-685 E Middlefield RdAddress 675-685 E Middlefield RdCity Mountain ViewCounty Santa ClaraType (residential, commercial, mixed use, industrial, etc.) Mixed-UseProject Size (# of units or building square feet) 860 Table A: Requester Contact Information
Comments:
Risk & Hazard Stationary Source Inquiry FormThis form is required when users request stationary source data from BAAQMDThis form is to be used with the BAAQMD's Google Earth stationary source screening tables.
Click here for guidance on coductingrisk & hazard screening, including roadways & freeways, refer to the District's Risk & Hazard Analysis flow chart.
Click here for District's Recommended Methods for Screening and Modeling Local Risks and Hazards document.
For Air District assistance, the following steps must be completed:
1. Complete all the contact and project information requested in . Incomplete forms will not be processed. Please include a project site map.
2. Download and install the free program Google Earth, http://www.google.com/earth/download/ge/, and then download the county specific Google Earth stationary source application files from the District's website, http://www.baaqmd.gov/Divisions/Planning-and-Research/CEQA-GUIDELINES/Tools-andMethodology.aspx. The small points on the map represent stationary sources permitted by the District (Map A on right). These permitted sources include diesel back-up generators, gas stations, dry cleaners, boilers, printers, auto spray booths, etc. Click on a point to view the source's Information Table, including the name, location, and preliminary estimated cancer risk, hazard index, and PM2.5 concentration.3. Find the project site in Google Earth by inputting the site's address in the Google Earth search box.4. Identify stationary sources within at least a 1000ft radius of project site. Verify that the location of the source on the map matches with the source's address inthe Information Table, by using the Google Earth address search box to confirm the source's address location. Please report any mapping errors to the District.
5. List the stationary source information in blue section only.
6. Note that a small percentage of the stationary sources have Health Risk Screening Assessment (HRSA) data INSTEAD of screening level data. These sources will be noted by an asterisk next to the Plant Name (Map B on right). If HRSA values are presented, these values have already been modeled and cannot be adjusted further.7. Email this completed form to District staff. District staff will provide the most recent risk, hazard, and PM2.5 data that are available for the source(s). If this information or data are not available, source emissions data will be provided. Staff will respond to inquiries within three weeks.
Note that a public records request received for the same stationary source information will cancel the processing of your SSIF request.
Submit forms, maps, and questions to Matthew Hanson at 415-749-8733, or [email protected] Table A: Requester Contact Information
Table B
Table A
Project MEI
Distance from
Receptor (feet) or
MEI1 Plant No. Facility Name Address Cancer Risk2 Hazard Risk2 PM2.52 Source No.3 Type of Source4 Fuel Code5 Status/Comments Distance
Adjustment
Multiplier
Adjusted
Cancer Risk
Estimate
Adjusted
Hazard
Risk
Adjusted
PM2.5
1000+ 909 Raytheon Company 350 Ellis Street 0 0 0 Semiconductor and Related Device Manu 2021 Dataset 0.36 0.00 0.00000 0.0000830 17902 Verizon Wireless (Smiley Towe 364 Ferguson Drive 2.302 0.001 0.003 Generator 2021 Dataset 0.42 0.96 0.00042 0.0012830 19348 Cisco Systems 364 Ferguson Drive 390.072 0.105 0.524 Generator 2021 Dataset 0.06 1.04 0.00028 0.00281000+ 21411 Cushman & Wakefield at Norto455 E Middlefield Road 7.089 0.013 0.009 Generator 2021 Dataset 0.04 0.28 0.00052 0.0004 890 21845 Kilroy Realty Corporation 690 E Middlefield Road 6.867 0.002 0.009 Generator 2021 Dataset 0.29 1.99 0.00058 0.0026 Footnotes: Project Site
1. Maximally exposed individual Distance from
Receptor (feet)
or MEI1 FACID (Plant No.)
Distance
Adjustment
Multiplier
Adjusted
Cancer Risk
Estimate
Adjusted
Hazard
Risk
Adjusted
PM2.5
910 909 0.155 0.00 0.0000 0.00001000+ 17902 0.04 0.09 0.0000 0.00011000+ 19348 0.04 1.40 0.0004 0.0038770 21411 0.07 0.50 0.0009 0.0006260 21845 0.31 2.13 0.0006 0.0028 c. BAAQMD Reg 11 Rule 16 required that all co-residential (sharing a wall, floor, ceiling or is in the same building as a residential unit) dry cleaners cease use of perc on July 1, 2010.
Date last updated: 03/13/2018
g. This spray booth is considered to be insignificant.
4. Permitted sources include diesel back-up generators, gas stations, dry cleaners, boilers, printers, auto spray booths, etc.11. Further information about common sources:
a. Sources that only include diesel internal combustion engines can be adjusted using the BAAQMD's Diesel Multiplier worksheet. b. The risk from natural gas boilers used for space heating when <25 MM BTU/hr would have an estimated cancer risk of one in a million or less, and a chronic hazard index of 0.003 or Therefore, there is no cancer risk, hazard or PM2.5 concentrations from co-residential dry cleaning businesses in the BAAQMD. d. Non co-residential dry cleaners must phase out use of perc by Jan. 1, 2023. Therefore, the risk from these dry cleaners does not need to be factored in over a 70-year period, but instead should reflect e. Gas stations can be adjusted using BAAQMD's Gas Station Distance Mulitplier worksheet.
6. If a Health Risk Screening Assessment (HRSA) was completed for the source, the application number will be listed here.8. Engineer who completed the HRSA. For District purposes only.9. All HRSA completed before 1/5/2010 need to be multiplied by an age sensitivity factor of 1.7.10. The HRSA "Chronic Health" number represents the Hazard Index.5. Fuel codes: 98 = diesel, 189 = Natural Gas.2. These Cancer Risk, Hazard Index, and PM2.5 columns represent the values in the Google Earth Plant Information Table.3. Each plant may have multiple permits and sources. f. Unless otherwise noted, exempt sources are considered insignificant. See BAAQMD Reg 2 Rule 1 for a list of exempt sources.
Table B: Google Earth data
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Screening Report
Area of Interest (AOI) Information
Area : 6,797,259.83 ft²
Aug 7 2023 16:18:38 Pacific Daylight Time
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Summary
Name Count Area(ft²) Length(ft)
Permitted Stationary Sources 8 N/A N/A
Permitted Stationary Sources
# Facility_I Facility_N Address City State
1 909 Raytheon Company 350 Ellis Street Mountain View CA 2 15088 MedImmune 319 N Bernardo Avenue Mountain View CA 3 17902 Verizon Wireless (Smiley
Tower) 364 Ferguson Drive Mountain View CA
4 19348 Cisco Systems 364 Ferguson Drive Mountain View CA 5 21100 Siemens Medical
Solutions USA Inc 685 E Middlefield Road Mountain View CA 6 21411 Cushman & Wakefield at
NortonLifeLock 455 E Middlefield Road Mountain View CA
7 21845 Kilroy Realty Corporation 690 E Middlefield Road Mountain View CA 8 24326
JD COM American
Technologies
Corporation
675 E Middlefield Road Mountain View CA
# Zip County Latitude Longitude Details
1 94043 Santa Clara 37.395776 -122.052137 No Data
2 94043 Santa Clara 37.389148 -122.051221 No Data
3 94043 Santa Clara 37.390722 -122.054658 Generator
4 94043 Santa Clara 37.391250 -122.056041 Generator
5 94043 Santa Clara 37.392967 -122.052117 Generator
6 94043 Santa Clara 37.392789 -122.050661 Generator
7 94043 Santa Clara 37.394811 -122.049259 Generator
8 94043 Santa Clara 37.394127 -122.051492 Generator
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# NAICS NAICS_Sect NAICS_Subs NAICS_Indu Cancer_Ris
1 334413 Manufacturing Computer and Electronic
Product Manufacturing
Semiconductor and
Related Device
Manufacturing
0.000000
2 325412 Manufacturing Chemical Manufacturing
Pharmaceutical
Preparation
Manufacturing
4.891000
3 517210 Information Telecommunications
Wireless
Telecommunications
Carriers (except
Satellite)
2.302000
4 518210 Information
Data Processing,
Hosting and Related
Services
Data Processing,
Hosting, and Related
Services
390.072000
5 541710 N/A N/A N/A 17.690000
6 511210 Information Publishing Industries
(except Internet) Software Publishers 7.089000
7 238210 Construction Specialty Trade
Contractors
Electrical Contractors
and Other Wiring
Installation Contractors
6.867000
8 531390 Real Estate and Rental
and Leasing Real Estate Other Activities Relatedto Real Estate 0.285000 # Chronic_Ha PM25 Count
1 0.000000 0.000000 1
2 0.010000 0.006000 1
3 0.001000 0.003000 1
4 0.105000 0.524000 1
5 0.012000 0.024000 1
6 0.013000 0.009000 1
7 0.002000 0.009000 1
8 0.000000 0.000000 1
NOTE: A larger buffer than 1000 feet may be warranted depending on proximity to significant sources.
CANOPY STUDY AND ARBORIST REPORT
For
MICHAEL DUCOTE
Development Director
For Service at
685 MIDDLEFIELD RD.
MOUNTAIN VIEW, CA
Rev. March 24, 2023; Rev. Apr 25, 2023; Rev. July 5, 2023; Rev. June 3, 2024; Rev. Aug. 16, 2024 ; Rev. October 11, 2024
© 2024 SavATree, LLC. All rights reserved. No part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means (electronic, mechanical, photocopy, recording, or otherwise) without written permission from SavATree, LLC.
APPENDIX B
CONTENTS
Summary................................................................................................................................................................ 1 Why did SavATree Provide the Middlefield Canopy Study and Arborist Report? ...................................................... 2 How did SavATree Produce the Data and the Report?............................................................................................. 2 What Did SavATree Find? ....................................................................................................................................... 3 Preservation Opportunities................................................................................................................................. 3 *Limitations to Preservation............................................................................................................ 3 Heritage Trees.................................................................................................................................................... 4 Canopy Measurements and Impacts to all Existing Trees..................................................................................... 4 Transplanting ..................................................................................................................................................... 4 Removals and Mitigation .................................................................................................................................... 4 Tree Preservation Narrative.................................................................................................................................... 5 Pre-construction:................................................................................................................................................ 5 Construction:...................................................................................................................................................... 6 Post Construction:.............................................................................................................................................. 6 Actionable Tree Intelligence ............................................................................................................................... 7 Appendix................................................................................................................................................................ 8 Appendix A: Heritage Trees................................................................................................................................. 8 Appendix B: Canopy Cover................................................................................................................................ 11 Appendix C: Tree Data Summary....................................................................................................................... 17 Pa ge | 1 685 Middlefield Rd.
Existing Condition Report
SUMMARY
SavATree was retained to assess the trees located at 685 Middlefield Rd. Mountain View, CA. The project involves the redevelopment of a multi-use property where multiple trees on site will be impacted by the construction.
SavATree surveyed the property and evaluated the trees on site. At the time of the survey, there were two-hundred and forty-one (241) trees on the site. Of those trees inventoried, forty-seven (47) are considered “Heritage trees” according to the City of Mountain View tree ordinance. Of the Heritage trees identified, only seven (7) are intended to be preserved at this time.
Due to conflicts with building footprint, sidewalk footprint, species age/condition and lack of available onsite storage, no trees that are not the seven Heritage trees identified in this report will be retained.
The total number of removals is two hundred and thirty-four (234), of which forty (40) are Heritage trees.
Heritage trees are required to be replaced at a ratio of 2:1 for 24” box sized trees or an in-lieu fee paid if the replacements cannot be accommodated onsite. The remaining replacements are required to have a 1:1 replacement for each tree removed.
Page | 2 685 Middlefield Rd.
Existing Condition Report
WHY DID SAVATREE PROVIDE THE MIDDLEFIELD CANOPY STUDY AND ARBORIST REPORT? You are developing a project in the City of Mountain View, CA, and require further information by request of the city arborist. The Arborist Report dated March 28, 2022, was used for base information obtained during the initial inventory and construction documents were received from your office.
Information requested follows:
• Table of Heritage trees to be removed with accompanying data • Table of all trees to be preserved with accompanying data • Table with all existing trees and their construction impacts • Tree protection plan for preserved trees minimizing root loss and soil compaction with postconstruction guidelines You would also like canopy cover measurements of the existing site for a baseline canopy study.
Additionally, you require information concerning the placement of purple leaf plums #1304-1310 and a second Oak noted at the edge of the property behind tree #1267.
HOW DID SAVATREE PRODUCE THE DATA AND THE REPORT?
SavATree deployed an ISA Certified Arborist who is Tree Risk Qualified to the site on February 19, 2023, to obtain canopy cover measurements. Two hundred forty tree crown measurements were taken per arborist stride estimation using the cross-method. Diameter of crowns were obtained at the widest point followed by a second measurement perpendicular to the widest point (Figure 1) and recorded in a table for all trees.
Additionally, field data and construction documents were compared to complete the tables requested and identify possible preservation opportunities.
Figure 1 - Calculating individual tree canopy cover (courtesy of City of Decatur, GA) Pa ge | 3 685 Middlefield Rd.
Existing Condition Report
WHAT DID SAVATREE FIND?
Preservation Opportunities
(Root Management BMP, 2017) states “cutting roots at a distance greater than 6x the trunk diameter (DBH) minimizes the likelihood of affecting both health and tree stability. At this distance approximately 25% of the root system would be lost” therefore, opportunity for tree preservation is based on impacts to trees sustaining no more than 25% root loss. Using this formula, three Heritage trees are identified for preservation consideration which includes the additional coast live oak found on-site (Table 1).
Table 1 - Preservation opportunities.
ID #
Canopy
long
(ft)
Canopy
wide
(ft)
Common Botanical Circumference Health
Heritage
Status Suitability
1267 55 55 Oak, Valley Quercus
lobata
50",
47",
41",
41"
3 Yes Moderate
747 33 33 Coast Live
oak
Quercus
agrifolia
79” 2 Yes Moderate
1360 47 36 Liquidambar Liquidambar
styraciflua
88” 3 Yes High
1361 22 33 Liquidambar Liquidambar
styraciflua
79” 3 Yes High
1362 36 36 Southern
Magnolia
Magnolia
grandiflora
50” 3 Yes High
1363 44 44 Southern
Magnolia
Magnolia
grandiflora
72” 4 Yes High
1432 44 36 Southern
Magnolia
Magnolia
grandiflora
75” 2 Yes Moderate
*Limitations to Preservation
The plotted tree survey locations are not survey grade and may be off up to nine feet therefore, the Project Lead should confirm if design modifications are possible for these trees and if tree protection zones (TPZ) have adequate space to minimize root damage (no more than 25% total damage to the critical root zone per the preservation plan).
Purple leaf plum trees are relatively short-lived trees and per Google Earth imagery have been on site a minimum of 30 years. A significant number of these are in conflict of construction. Rather than retain the remaining trees, the project would benefit from replacing these trees with new longer-lived species.
The project planting plan is extensive, and current trees are relatively small.1
1 Gilman and Watson, “Prunus Cerasifera ‘Atropupurea’: Pissard Plum.” Pa ge | 4 685 Middlefield Rd.
Existing Condition Report
Heritage Trees
There are forty-seven (47) Heritage trees on the property. The construction project will preserve the Heritage trees on the property identified above in Table 1. The Tree Preservation Narrative shall be implemented to ensure survivability of the Heritage trees.
According to the City of Mountain View, a Heritage tree is defined as:
• Any Oak, Redwood or Cedar tree that has a trunk circumference of 12” or more when measured at 54” above natural grade; or
• Any tree that has a trunk circumference of 48" or more measured 54" from the ground; or • A multi-branched tree that has major branches below 54” above the natural grade with a circumference of 48” measured just below the first major trunk fork; or • A grove of trees designated as "heritage" by the City Council.
Of the forty-seven total Heritage trees on site, forty (40) trees will be removed and seven (7) will be retained.
Canopy Measurements and Impacts to all Existing Trees
The original data table from the previous report dated March 2022, has been updated to reflect the canopy measurements requested and construction impacts to all existing trees (Appendix B and C).
Purple leaf plums #1304-10 are located on the Middlefield property; points are not survey grade.
Transplanting
The provided construction plans show no available area for storing transplants. As mentioned in the previous arborist report from 2023, transplanting is technically possible for some trees on site. However, upon further review of the restricted growing conditions within concrete curbing limiting tree spade use, the associated likelihood of trees perishing while being stored off site, poor expectations of transplant success, and inexpensive replacement cost, removal with a 1:1 or 2:1 replacement is recommended in lieu of transplanting efforts.
Removals and Mitigation
At the time of the tree survey, we identified and evaluated two hundred and forty-one trees (241). Due to various constraints including species lifespan, likelihood of transplant success and lack of onsite storage, only seven (7) trees, all of which are Heritage trees will be retained.
Replacements for the proposed two-hundred and thirty-four trees (234) being removed would consist of a 1:1 ratio for non-heritage tree, and a 2:1 ratio for Heritage trees.
Pa ge | 5 685 Middlefield Rd.
Existing Condition Report
TREE PRESERVATION NARRATIVE
In the case that transplants are identified, or trees preserved, see this preservation narrative:
Pre-construction:
1. Add trees to the construction plans, update the critical root zone (CRZ) and structural root zone (SRZ) for all trees to reflect 1’ per 1” diameter for CRZ and .5’ per 1” diameter for SRZ. Tree Protection Zones (TPZ) should be established at the edge of the CRZ. Where this is not possible, confer with an ISA certified arborist for optimal TPZ placement.
2. Pre-construction meeting to discuss tree preservation measures, discuss heavy equipment access, discuss sediment storage location, and finalize the tree protection fencing and/or root protection measures.
3. Install root protection measures under all trees to be preserved. This may be done by one of the following measures:
a. Laying ¾ inch minimum thickness plywood or “alturnamats” over 6–8-inch layer of wood chip mulch. This is suitable for heavy equipment.
b. Applying 6 inches of gravel over a taut, staked, geotextile fabric. This is suitable for heavy equipment.
4. Tree protection areas shall be established and enforced to prevent any soil compaction, grade change, and root damage. Tree protection devices shall be installed and shall conform to the details below:
a. Tree protection fencing shall be 6’ chain link fence on 8’ galvanized steel posts driven 2’ into the ground. Refer to the tree protection fencing detail for additional information (Appendix E).
b. Erosion control measures within the CRZ shall be trenchless. c. Tree protection signage in English and Spanish shall be installed on tree protection fencing at 30’ intervals. There shall be a minimum of two per tree protection fence area.
5. Apply biostimulant treatment with mycorrhizae to all trees to be preserved.
6. If roots larger than 2” or more than 25% of any root system is disturbed, apply plant growth regulator to Heritage trees and consult the project arborist.
7. Establish a concrete spoil area away from tree root zones and without flow paths into tree protection areas with compliance monitoring during construction.
8. Establish an area outside of the CRZ to store sediment. Remove sediment daily when plausible.
9. No materials or equipment shall be stored or placed within the CRZ of preserved trees unless proper anti-compaction measures have been installed in that area.
Page | 6 685 Middlefield Rd.
Existing Condition Report
Construction:
1. Conduct supplemental watering throughout the growing season to trees impacted by construction, adjusted for rainfall. Watering should occur by either a watering truck or by the installation of a drip irrigation system. Confer with a Certified Arborist as necessary to establish a sufficient irrigation regimen.
2. Tree preservation measures shall remain in place until construction is fully completed. Final landscaping may take place after the removal of the tree preservation measures if completed by hand.
Post Construction:
Inspections to be performed by an ISA Certified Arborist.
1. Year 1
a. Inspect trees for any needed remedial treatments or changes in condition. b. Conduct supplemental watering adjusted for rainfall and under the care of a Certified Arborist. Watering should occur by either a watering truck or by the installation of a drip irrigation system.
c. Apply biostimulant treatment with mycorrhizae to all trees to be preserved.
2. Year 2
a. Inspect tree for any needed remedial treatments or change in condition.
3. Year 3
a. Inspect tree for any needed remedial treatments or change in condition.
Pa ge | 7 685 Middlefield Rd.
Existing Condition Report
Actionable Tree Intelligence
Due to construction activities encompassing nearly 100% of the site, I recommend total tree removal of those trees identified with a 1:1 or 2:1 replacement ratio considering the canopy study of existing site trees to offset removals.
The original arborist report was compiled by:
Sincerely,
Sherry Fabricant, Consulting Arborist, SavATree
Certified Arborist TX 4631A | TRAQ | TXWRRQ | ASCA Member Revisions and updates as of 10/01/2024 were completed by:
Klayton Soucy
ISA Board Certified Master Arborist WE-14199B
Tree Risk Assessment Qualified
Registered Consulting Arborist #849
831.747.4037
[email protected]
Pa ge | 8 685 Middlefield Rd.
Existing Condition Report
APPENDIX
Appendix A: Heritage Trees
ID Common Botanical Circum.
(in)
Health Suitability Description Removal or
preservation
(impacts)
1201
Magnolia,
Southern
Magnolia
grandiflora
66, 53
2 Low
Codominant at 2'; wide form;
somewhatsparse;deep cavity
at attachment; girdling
roots.
grade conflict
1202 Magnolia,
Southern
Magnolia
grandiflora
60 4 High Healthy canopy; good formand
structure.
grade conflict
1203 Magnolia,
Southern
Magnolia
grandiflora
75 3 Moderate Healthy canopy;bark peeling;
good form and structure.
grade conflict
1204 Magnolia,
Southern
Magnolia
grandiflora
57 3 Moderate Somewhatsparse; good formand
structure.
grade conflict
1205 Liquidambar Liquidambar
styraciflua
50 2 Moderate Good form;historyof heading
cuts.
lowhealth,
stressed
1206 Liquidambar Liquidambar
styraciflua
47 2 Moderate Epicormic growth;upper
canopy dieback; narrow
canopy.
building conflict
1226 Eucalyptus,
LemonGum
Corymbia
citriodora
220 3 Moderate Tip dieback, epicormic
growth, multiple
attachments at base.
building conflict
1227 Eucalyptus,
LemonGum
Corymbia
citriodora
204 3 Moderate Epicormic growth,
multiple attachments at
eight feet
building conflict
1228 Eucalyptus,
LemonGum
Corymbia
citriodora
239 3 Moderate Poorstructure; crowded;
included bark; epicormic
growth.
building conflict
1229 Eucalyptus,
LemonGum
Corymbia
citriodora
126 2 Low Suppressed;poorstructure;
epicormic growth.
building conflict
1231
Eucalyptus,
LemonGum
Corymbia
citriodora
97, 88
3 Moderate
CodominantU-shaped
attachment at base; epicormic
growth; crowded.
building conflict
1232 Liquidambar Liquidambar
styraciflua
63 3 Moderate Narrowcanopy; crowded; one
sided.
Loading zone
conflict
1233 Liquidambar Liquidambar
styraciflua
57 3 Moderate Narrowcanopy; crowded; narrow
attachments.
Loading zone
conflict
1234 Liquidambar Liquidambar
styraciflua
53 2 Moderate Narrowcanopy; crowded;sparse
branches.
Loading zone
conflict
1235 Magnolia,
Southern
Magnolia
grandiflora
63 3 Moderate Wide canopy; growing nextto
utility boxes; healthy foliage.
Sidewalk conflict
1258 Eucalyptus,
LemonGum
Corymbia
citriodora
119 4 Moderate Healthy canopy; good formand
structure.
building conflict
1259 Eucalyptus,
LemonGum
Corymbia
citriodora
135 4 Moderate Healthy canopy; epicormic
growth; crowded.
building conflict
1267 Oak, Valley
Quercus
lobata
50, 47,
41, 41 3 Moderate
Growing againstfence nextto
utility box; multiple attachments
from base; healthy canopy.
Preserve per
developer
Page | 9 685 Middlefield Rd.
Existing Condition Report
1274 Tulip Tree Liriodendron
tulipifera
94 3 Moderate Good formand structure; buds
present.
building conflict
1302 Tulip Tree Liriodendron
tulipifera
85 3 Moderate Narrow formand attachments;
epicormic growth on trunk.
building conflict
1303 Tulip Tree Liriodendron
tulipifera
66 3 Moderate Narrow form with poor
attachments.
Building conflict
1345 Liquidambar
Liquidambar
styraciflua
60 3 High
Narrow form; growing in cluster;
codominant attachmentwith
included bark at 10'.
building conflict
1346 Liquidambar
Liquidambar
styraciflua
63 2 Moderate
Narrow form; growing in cluster;
U shaped attachment at 30';
circling roots.
building conflict
1347 Liquidambar Liquidambar
styraciflua
53 3 High Narrow form; growing in
cluster; decay cavity and
attachments at 30'.
street conflict
1348 Liquidambar Liquidambar
styraciflua
53 3 High Narrowform; growing in cluster;
good form.
street conflict
1349 Liquidambar Liquidambar
styraciflua
60 3 High Narrow form; growing in
cluster;sinuousform;
epicormic
growth.
street conflict
1350 Liquidambar Liquidambar
styraciflua
47 3 High Narrowform; growing in cluster. street conflict 1351 Liquidambar Liquidambar
styraciflua
75 4 High Narrowform; growing in cluster;
good structure.
building conflict
1352 Liquidambar Liquidambar
styraciflua
50 3 High Narrow form; growing in cluster;
one sided canopy.
building conflict
1353 Liquidambar Liquidambar
styraciflua
60 3 Moderate Narrow form; growing in cluster;
heading cuts present.
building conflict
1354 Liquidambar
Liquidambar
styraciflua
69 3 High
Good form and structure until
25'; sinuous form; poor
attachments above.
building conflict
1355 Liquidambar Liquidambar
styraciflua
79 3 High Codominant at 12'; wide
form; growing on edge of cluster.
building conflict
1356 Liquidambar Liquidambar
styraciflua
88 3 High Codominant narrow
attachments at 4' and 12'
feet; included bark.
building conflict
1358 Liquidambar Liquidambar
styraciflua
66 3 Moderate Codominant attachment at 8';
narrow form; crowded.
building conflict
1359 Liquidambar Liquidambar
styraciflua
72 3 High Multiples attachments at 9';
multiple heading cuts.
building conflict
1360 Liquidambar Liquidambar
styraciflua
88, 79,
47, 72
3 High Good formand structure;
spreading surface roots.
Preserve per
developer
1361 Liquidambar Liquidambar
styraciflua
60 3 Moderate Good formand structure;
spreading surface roots.
Preserve per
developer
1362 Magnolia,
Southern
Magnolia
grandiflora
79 3 High Good formand structure;
somewhatsparse.
Preserve per
developer
1363 Magnolia,
Southern
Magnolia
grandiflora
60 4 High Healthy dense canopy; multiple
attachments at 12'.
Preserve per
developer
1428 Magnolia,
Southern
Magnolia
grandiflora
63 3 High Codominant at 6'; good form and
structure.
Emergency
vehicle access
1429 Magnolia,
Southern
Magnolia
grandiflora
53 2 Moderate Bark peeling;twig dieback; small
foliage.
building conflict
Pa ge | 10 685 Middlefield
Rd. Existing Condition Report
1430 Magnolia,
Southern
Magnolia
grandiflora
60 3 Moderate Branch oozing; epicormic growth;
twig dieback.
building conflict
1431 Magnolia,
Southern
Magnolia
grandiflora
85 3 High Wide form;bark peeling;
epicormic growth.
building conflict
1432 Magnolia,
Southern
Magnolia
grandiflora
75 2 Moderate Twig dieback; irregular
foliage;extensive bark peeling.
Preserve per
developer
1433 Magnolia,
Southern
Magnolia
grandiflora
63 3 High Good formand structure;
healthy foliage; minor twig
dieback.
grade conflict
1434 Liquidambar Liquidambar
styraciflua
66 3 Moderate Narrowattachments; included
bark; good form,
epicormic growth.
building conflict
747 Coast Live
Oak
Quercus
agrifolia
79 2 High Utilitypruning overtime,multi
trunk, decay
Preserve per
developer
Pa ge | 11 685 Middlefield
Rd. Existing Condition Report
Appendix B: Canopy Cover
Page | 12 685 Middlefield
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Page | 13 685 Middlefield
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Pa ge | 14 685 Middlefield
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Page | 15 685 Middlefield
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Pa ge | 16 685 Middlefield
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Page | 17 685 Middlefield
Rd. Existing Condition Report
Appendix C: Tree Data Summary
Tag # Species
(common)
Botanical Height Circumference
(in)
Health Heritage? Suitability for
Preservation
Construction
Impacts
1201 Magnolia,
Southern
Magnolia
grandiflora
40' 66, 53 2 Yes Low Grade conflict
1202 Magnolia,
Southern
Magnolia
grandiflora
25' 60 4 Yes High Grade conflict
1203 Magnolia,
Southern
Magnolia
grandiflora
40' 75 3 Yes Moderate Grade conflict
1204 Magnolia,
Southern
Magnolia
grandiflora
45' 57 3 Yes Moderate Grade conflict
1205 Liquidambar Liquidambar
styracilflua
45' 50 2 Yes Moderate Grade conflict
1206 Liquidambar Liquidambar
styracilflua
40' 47 2 Yes Moderate Building conflict
1207 Liquidambar Liquidambar
styracilflua
40' 41 3 No Moderate Building conflict
1208 Chinese
Pistache
Pistacia
chinensis
10' 13 4 No Moderate Building conflict
1209 Chinese
Pistache
Pistacia
chinensis
12' 16 4 No Moderate Building conflict
1210 Chinese
Pistache
Pistacia
chinensis
12' 19 4 No Moderate Building conflict
1211 Chinese
Pistache
Pistacia
chinensis
12' 16 3 No Moderate Building conflict
1212 Crape Myrtle Lagerstroemia
indica
15' 13 4 No Moderate Building conflict
1213 Crape Myrtle Lagerstroemia
indica
15' 13 4 No Moderate Building conflict
1214 Crape Myrtle Lagerstroemia
indica
15' 13 4 No Moderate Street conflict
1215 Chinese
Pistache
Pistacia
chinensis
12' 16 4 No Moderate Building conflict
1216 Hornbeam Carpinus
betulus
20' 16 4 No Moderate Sidewalk conflict
Pa ge | 18 685 Middlefield
Rd. Existing Condition Report
1217 Chinese
Pistache
Pistacia
chinensis
12' 19 4 No Moderate Building conflict
1218 Chinese
Pistache
Pistacia
chinensis
10' 16 3 No Moderate Building conflict
1219 Chinese
Pistache
Pistacia
chinensis
15' 25 3 No Moderate Building conflict
1220 Chinese
Pistache
Pistacia
chinensis
15' 25 4 No Moderate Building conflict
1221 Sycamore Platanus x
acerfolia
35' 31 4 No Moderate Building conflict
1222 Sycamore Platanus x
acerfolia
35' 35 4 No Moderate Building conflict
1223 Sycamore Platanus x
acerfolia
35' 38 4 No Moderate Building conflict
1224 Sycamore Platanus x
acerfolia
35' 25 3 No Moderate Building conflict
1225 Sycamore Platanus x
acerfolia
30' 28 3 No Moderate Building conflict
1226 Eucalyptus,
Lemon Gum
Coryimbia
citriodora
95' 220 3 Yes Moderate Building conflict
1227 Eucalyptus,
Lemon Gum
Coryimbia
citriodora
95' 204 3 Yes Moderate Building conflict
1228 Eucalyptus,
Lemon Gum
Coryimbia
citriodora
95' 239 3 Yes Moderate Building conflict
1229 Eucalyptus,
Lemon Gum
Coryimbia
citriodora
70' 126 2 Yes Low Building conflict
1230 Eucalyptus,
Peppermint
Gum
Coryimbia
radiata
30' 38, 35 3 No Low Building conflict
1231 Eucalyptus,
Lemon Gum
Coryimbia
citriodora
90' 97, 88 3 Yes Moderate Building conflict
1232 Liquidambar Liquidambar
styracilflua
40' 63 3 Yes Moderate Garage conflict
1233 Liquidambar Liquidambar
styracilflua
45' 57 3 Yes Moderate Garage conflict
Pa ge | 19 685 Middlefield
Rd. Existing Condition Report
1234 Liquidambar Liquidambar
styracilflua
45' 53 2 Yes Moderate Garage conflict
1235 Magnolia,
Southern
Magnolia
grandiflora
25' 63 3 Yes Moderate Sidewalk conflict
1236 Purple leaf
plum
Prunus
cerasifera
10' 13 3 No Moderate Replace species
1237 Purple leaf
plum
Prunus
cerasifera
15' 28 3 No Moderate Replace species
1238 Purple leaf
plum
Prunus
cerasifera
15' 28 3 No Moderate Replace species
1239 Purple leaf
plum
Prunus
cerasifera
15' 28 3 No Moderate Replace species
1240 Purple leaf
plum
Prunus
cerasifera
15' 22 3 No Moderate Replace species
1241 Purple leaf
plum
Prunus
cerasifera
15' 28 3 No Moderate Replace species
1242 Purple leaf
plum
Prunus
cerasifera
15' 22 2 No Moderate Replace species
1243 Purple leaf
plum
Prunus
cerasifera
15' 22 2 No Low Replace species
1244 Purple leaf
plum
Prunus
cerasifera
15' 22 2 No Low Construction
conflict
1245 Purple leaf
plum
Prunus
cerasifera
15' 28 3 No Moderate Construction
conflict
1246 Purple leaf
plum
Prunus
cerasifera
15' 22 3 No Moderate Construction
conflict
1247 Purple leaf
plum
Prunus
cerasifera
15' 28 3 No Moderate Construction
conflict
1248 Purple leaf
plum
Prunus
cerasifera
15' 31 1 No Low Construction
conflict
1249 Purple leaf
plum
Prunus
cerasifera
15' 31 1 No Low Construction
conflict
1250 Purple leaf
plum
Prunus
cerasifera
15' 28 2 No Moderate Construction
conflict
1251 Purple leaf
plum
Prunus
cerasifera
15' 28 2 No Moderate Construction
conflict
Pa ge | 20 685 Middlefield
Rd. Existing Condition Report
1252 Purple leaf
plum
Prunus
cerasifera
15' 31 2 No Moderate Construction
conflict
1253 Purple leaf
plum
Prunus
cerasifera
15' 25 3 No Moderate Construction
conflict
1254 Purple leaf
plum
Prunus
cerasifera
12' 22 2 No Moderate Construction
conflict
1255 Purple leaf
plum
Prunus
cerasifera
12' 13 3 No Moderate Construction
conflict
1256 Purple leaf
plum
Prunus
cerasifera
12' 9 3 No Moderate Construction
conflict
1257 Purple leaf
plum
Prunus
cerasifera
12' 9 3 No Moderate Construction
conflict
1258 Eucalyptus,
Lemon Gum
Corymbia
citriodora
95' 119 4 Yes Moderate Building conflict
1259 Eucalyptus,
Lemon Gum
Corymbia
citriodora
95' 135 4 Yes Moderate Building conflict
1260 Purple leaf
plum
Prunus
cerasifera
12' 13 3 No Moderate Construction
conflict
1261 Purple leaf
plum
Prunus
cerasifera
15' 16 3 No Moderate Construction
conflict
1262 Purple leaf
plum
Prunus
cerasifera
15' 22 4 No Moderate Replace species
1263 Purple leaf
plum
Prunus
cerasifera
15' 16 3 No Moderate Replace species
1264 Purple leaf
plum
Prunus
cerasifera
15' 16 3 No Moderate Replace species
1265 Purple leaf
plum
Prunus
cerasifera
15' 16 3 No Moderate Replace species
1266 Purple leaf
plum
Prunus
cerasifera
12' 9 2 No Low Replace species
1267 Oak, Valley Quercus lobata 45' 50, 47, 41, 41 3 Yes Moderate Preserve 1268 Hornbeam Carpinus
betulus
15' 6.28 4 No High Building conflict
1269 Chinese
Pistache
Pistacia
chinensis
15' 15.70 3 No High Building conflict
Page | 21 685 Middlefield
Rd. Existing Condition Report
1270 Crape Myrtle Lagerstroemia
indica
25' 16, 13, 13, 13,
9, 9, 6
3 No High Building conflict
1271 Birch, European
White
Betula pendula 35' 35 3 No Moderate Building conflict
1272 Birch, European
White
Betula pendula 40' 35 3 No Moderate Building conflict
1273 Birch, European
White
Betula pendula 30' 25 1 No Poor Building conflict
1274 Tulip Tree Liriodendron
tulipifera
55' 94 3 Yes Moderate Building conflict
1275 Crape Myrtle Lagerstroemia
indica
20' 9 3 No High Building conflict
1276 Liquidambar Liquidambar
styracilflua
25' 38 2 No Low Building conflict
1277 Chinese
Pistache
Pistacia
chinensis
15' 16 4 No Moderate Building conflict
1278 Chinese
Pistache
Pistacia
chinensis
15' 13 3 No Moderate Building conflict
1279 Sycamore Platanus x
acerfolia
30' 25 3 No Moderate Street conflict
1280 Sycamore Platanus x
acerfolia
30' 28 4 No Moderate Street conflict
1281 Sycamore Platanus x
acerfolia
30' 22 3 No Moderate Building conflict
1282 Chinese
Pistache
Pistacia
chinensis
15' 22 4 No Moderate Building conflict
1283 Chinese
Pistache
Pistacia
chinensis
15' 22 3 No Moderate Street conflict
1284 Chinese
Pistache
Pistacia
chinensis
15' 22 3 No Moderate Building conflict
1285 Chinese
Pistache
Pistacia
chinensis
15' 25 3 No Moderate Building conflict
1286 Sycamore Platanus x
acerfolia
35' 31 4 No Moderate Building conflict
Page | 22 685 Middlefield
Rd. Existing Condition Report
1287 Sycamore Platanus x
acerfolia
35' 38 4 No Moderate Building conflict
1288 Sycamore Platanus x
acerfolia
35' 31 4 No Moderate Building conflict
1289 Sycamore Platanus x
acerfolia
35' 31 4 No Moderate Building conflict
1290 Chinese
Pistache
Pistacia
chinensis
18' 25 3 No Moderate Building conflict
1291 Chinese
Pistache
Pistacia
chinensis
15' 19 3 No Moderate Building conflict
1292 Chinese
Pistache
Pistacia
chinensis
20' 25 3 No Moderate Building conflict
1293 Chinese
Pistache
Pistacia
chinensis
20' 22 4 No Moderate Building conflict
1294 Sycamore Platanus x
acerfolia
40' 35 4 No Moderate Building conflict
1295 Sycamore Platanus x
acerfolia
35' 25 3 No Moderate Building conflict
1296 Sycamore Platanus x
acerfolia
25' 19 3 No Moderate Building conflict
1297 Sycamore Platanus x
acerfolia
35' 28 3 No Moderate Building conflict
1298 Sycamore Platanus x
acerfolia
35' 28 3 No Moderate Building conflict
1299 Sycamore Platanus x
acerfolia
35' 28 3 No Moderate Building conflict
1300 Chinese
Pistache
Pistacia
chinensis
15' 19 3 No Moderate Building conflict
1301 Chinese
Pistache
Pistacia
chinensis
15' 16 3 No Moderate Building conflict
1302 Tulip Tree Lirodendron
tulipifera
75' 85 3 Yes Moderate Building conflict
1303 Tulip Tree Liriodendron
tulipifera
75' 66 3 Yes Moderate Building conflict
1304 Purple leaf
plum
Prunus
cerasifera
12' 22 3 No Moderate Replace species
Pa ge | 23 685 Middlefield
Rd. Existing Condition Report
1305 Purple leaf
plum
Prunus
cerasifera
12' 22 3 No Moderate Replace species
1306 Purple leaf
plum
Prunus
cerasifera
12' 22 3 No Moderate Replace species
1307 Purple leaf
plum
Prunus
cerasifera
12' 25 3 No Moderate Replace species
1308 Purple leaf
plum
Prunus
cerasifera
12' 25 3 No Moderate Replace species
1309 Purple leaf
plum
Prunus
cerasifera
12' 16 3 No Moderate Replace species
1310 Purple leaf
plum
Prunus
cerasifera
12' 19 3 No Moderate Replace species
1311 Purple leaf
plum
Prunus
cerasifera
12' 25 2 No Moderate Sidewalk conflict
1312 Purple leaf
plum
Prunus
cerasifera
12' 19 2 No Moderate Sidewalk conflict
1313 Purple leaf
plum
Prunus
cerasifera
12' 16 3 No Moderate Sidewalk conflict
1314 Purple leaf
plum
Prunus
cerasifera
12' 16 3 No Moderate Sidewalk conflict
1315 Purple leaf
plum
Prunus
cerasifera
12' 19 3 No Moderate Sidewalk conflict
1316 Purple leaf
plum
Prunus
cerasifera
12' 16 3 No Moderate Sidewalk conflict
1317 Purple leaf
plum
Prunus
cerasifera
12' 25 3 No Moderate Sidewalk conflict
1318 Purple leaf
plum
Prunus
cerasifera
12' 25 3 No Moderate Sidewalk conflict
1319 Purple leaf
plum
Prunus
cerasifera
12' 25 3 No Moderate Sidewalk conflict
1320 Purple leaf
plum
Prunus
cerasifera
12' 19 3 No Moderate Sidewalk conflict
1321 Purple leaf
plum
Prunus
cerasifera
12' 22 3 No Moderate Sidewalk conflict
1322 Purple leaf
plum
Prunus
cerasifera
12' 19 3 No Moderate Sidewalk conflict
Pa ge | 24 685 Middlefield
Rd. Existing Condition Report
1323 Purple leaf
plum
Prunus
cerasifera
12' 19 3 No Moderate Sidewalk conflict
1324 Purple leaf
plum
Prunus
cerasifera
12' 19 3 No Moderate Sidewalk conflict
1325 Purple leaf
plum
Prunus
cerasifera
12' 25 2 No Moderate Sidewalk conflict
1326 Purple leaf
plum
Prunus
cerasifera
12' 25 3 No Moderate Sidewalk conflict
1327 Purple leaf
plum
Prunus
cerasifera
12' 28 3 No Moderate Sidewalk conflict
1328 Purple leaf
plum
Prunus
cerasifera
12' 25 3 No Moderate Sidewalk conflict
1329 Purple leaf
plum
Prunus
cerasifera
12' 25 3 No Moderate Sidewalk conflict
1330 Purple leaf
plum
Prunus
cerasifera
12' 25 3 No Moderate Sidewalk conflict
1331 Purple leaf
plum
Prunus
cerasifera
12' 22 3 No Moderate Sidewalk conflict
1332 Purple leaf
plum
Prunus
cerasifera
12' 25 1 No Low Sidewalk conflict
1333 Purple leaf
plum
Prunus
cerasifera
12' 25 3 No Moderate Sidewalk conflict
1334 Purple leaf
plum
Prunus
cerasifera
12' 28 2 No Moderate Sidewalk conflict
1335 Purple leaf
plum
Prunus
cerasifera
12' 22 3 No Moderate Sidewalk conflict
1336 Purple leaf
plum
Prunus
cerasifera
12' 19 3 No Moderate Sidewalk conflict
1337 Purple leaf
plum
Prunus
cerasifera
12' 19 3 No Moderate Sidewalk conflict
1338 Purple leaf
plum
Prunus
cerasifera
12' 16 3 No Moderate Sidewalk conflict
1339 Purple leaf
plum
Prunus
cerasifera
12' 13 3 No Moderate Sidewalk conflict
1340 Purple leaf
plum
Prunus
cerasifera
12' 16 3 No Moderate Sidewalk conflict
Pa ge | 25 685 Middlefield
Rd. Existing Condition Report
1341 Purple leaf
plum
Prunus
cerasifera
12' 25 2 No Moderate Sidewalk conflict
1342 Purple leaf
plum
Prunus
cerasifera
12' 22 3 No Moderate Sidewalk conflict
1343 Purple leaf
plum
Prunus
cerasifera
12' 22 3 No Moderate Sidewalk conflict
1344 Purple leaf
plum
Prunus
cerasifera
12' 22 3 No Moderate Sidewalk conflict
1345 Liquidambar Liquidambar
styracilflua
65' 60 3 Yes High Building conflict
1346 Liquidambar Liquidambar
styracilflua
65' 63 2 Yes Moderate Building conflict
1347 Liquidambar Liquidambar
styracilflua
70' 53 3 Yes High Street conflict
1348 Liquidambar Liquidambar
styracilflua
70' 53 3 Yes High Street conflict
1349 Liquidambar Liquidambar
styracilflua
70' 60 3 Yes High Street conflict
1350 Liquidambar Liquidambar
styracilflua
75' 47 3 Yes High Street conflict
1351 Liquidambar Liquidambar
styracilflua
75' 75 4 Yes High Building conflict
1352 Liquidambar Liquidambar
styracilflua
75' 50 3 Yes High Building conflict
1353 Liquidambar Liquidambar
styracilflua
75' 60 3 Yes Moderate Building conflict
1354 Liquidambar Liquidambar
styracilflua
75' 69 3 Yes High Building conflict
1355 Liquidambar Liquidambar
styracilflua
75' 79 3 Yes High Building conflict
1356 Liquidambar Liquidambar
styracilflua
70' 88 3 Yes High Building conflict
1357 Liquidambar Liquidambar
styracilflua
70' 38 3 No Moderate Building conflict
1358 Liquidambar Liquidambar
styracilflua
70' 66 3 Yes Moderate Building conflict
Pa ge | 26 685 Middlefield
Rd. Existing Condition Report
1359 Liquidambar Liquidambar
styracilflua
70' 72 3 Yes High Building conflict
1360 Liquidambar Liquidambar
styracilflua
80' 88 3 Yes High Preserve
1361 Liquidambar Liquidambar
styracilflua
80' 79 3 Yes Moderate Preserve
1362 Magnolia,
Southern
Magnolia
grandiflora
45' 47 3 Yes High Preserve
1363 Magnolia,
Southern
Magnolia
grandiflora
45' 72 4 Yes High Preserve
1364 Chinese
Pistache
Pistacia
chinensis
12' 9 3 No Moderate Building conflict
1365 Chinese
Pistache
Pistacia
chinensis
15' 16 3 No Moderate Building conflict
1366 Chinese
Pistache
Pistacia
chinensis
15' 16 3 No Moderate Building conflict
1367 Liquidambar Liquidambar
styracilflua
50' 38 2 No Moderate Building conflict
1368 Liquidambar Liquidambar
styracilflua
50' 41 3 No Moderate Building conflict
1369 Crape Myrtle Lagerstroemia
indica
15' 13 3 No High Building conflict
1370 Crape Myrtle Lagerstroemia
indica
15' 13 3 No Moderate Building conflict
1371 Crape Myrtle Lagerstroemia
indica
18' 16 3 No High Building conflict
1372 Magnolia,
Southern
Magnolia
grandiflora
25' 22 3 No High Building conflict
1373 Crape Myrtle Lagerstroemia
indica
18' 16 3 No High Building conflict
1374 Crape Myrtle Lagerstroemia
indica
18' 16 3 No High Building conflict
1375 Crape Myrtle Lagerstroemia
indica
18' 16 3 No High Building conflict
1376 Chinese
Pistache
Pistacia
chinensis
15' 19 3 No High Building conflict
Pa ge | 27 685 Middlefield
Rd. Existing Condition Report
1377 Hornbeam Carpinus
betulus
20' 6 4 No High Building conflict
1378 Sycamore Platanus x
acerfolia
20' 16 3 No Moderate Building conflict
1379 Sycamore Platanus x
acerfolia
25' 16 3 No Moderate Building conflict
1380 Sycamore Platanus x
acerfolia
20' 13 3 No Moderate Building conflict
1381 Sycamore Platanus x
acerfolia
35' 22 3 No Moderate Building conflict
1382 Sycamore Platanus x
acerfolia
30' 16 3 No Moderate Building conflict
1383 Sycamore Platanus x
acerfolia
25' 19 3 No Moderate Building conflict
1384 Chinese
Pistache
Pistacia
chinensis
12' 19 3 No High Building conflict
1385 Hornbeam Carpinus
betulus
20' 13 4 No High Building conflict
1386 Purple leaf
plum
Prunus
cerasifera
7' 3 4 No High Building conflict
1387 Purple leaf
plum
Prunus
cerasifera
7' 6 4 No High Building conflict
1388 Purple leaf
plum
Prunus
cerasifera
7' 6 4 No High Building conflict
1389 Purple leaf
plum
Prunus
cerasifera
7' 6 4 No High Building conflict
1390 Purple leaf
plum
Prunus
cerasifera
10' 9 4 No High Building conflict
1391 Hornbeam Carpinus
betulus
35' 25 4 No High Building conflict
1392 Podocarpus Podocarpus
macrophyllus
15' 9 2 No Low Building conflict
1393 Podocarpus Podocarpus
macrophyllus
20' 25 2 No Low Building conflict
1394 Podocarpus Podocarpus
macrophyllus
20' 19 2 No Low Building conflict
Pa ge | 28 685 Middlefield
Rd. Existing Condition Report
1398 Podocarpus Podocarpus
macrophyllus
12' 16, 13 3 No Moderate Building conflict
1396 Birch, European
White
Betula pendula 30' 38 3 No Moderate Building conflict
1397 Birch, European
White
Betula pendula 30' 28 3 No Moderate Building conflict
1398 Birch, European
White
Betula pendula 25' 19, 9 2 No Moderate Building conflict 1399 Chinese
Pistache
Pistacia
chinensis
12' 16 3 No Moderate Building conflict
1400 Chinese
Pistache
Pistacia
chinensis
15' 13 3 No Moderate Building conflict
1401 Hornbeam Carpinus
betulus
18' 13 4 No High Building conflict
1402 Crape Myrtle Lagerstroemia
indica
14' 13 4 No Moderate Building conflict
1403 Crape Myrtle Lagerstroemia
indica
15' 16 4 No Moderate Building conflict
1404 Chinese
Pistache
Pistacia
chinensis
15' 19 3 No Moderate Building conflict
1405 Chinese
Pistache
Pistacia
chinensis
15' 16 3 No Moderate Building conflict
1406 Chinese
Pistache
Pistacia
chinensis
15' 16 3 No High Building conflict
1407 Chinese
Pistache
Pistacia
chinensis
15' 16 3 No High Building conflict
1408 Chinese
Pistache
Pistacia
chinensis
15' 19 3 No Moderate Building conflict
1409 Chinese
Pistache
Pistacia
chinensis
15' 16 3 No High Building conflict
1410 Chinese
Pistache
Pistacia
chinensis
15' 13 3 No High Building conflict
1411 Chinese
Pistache
Pistacia
chinensis
18' 22 3 No High Building conflict
1412 Crape Myrtle Lagerstroemia
indica
15' 16 4 No Moderate Building conflict
Page | 29 685 Middlefield
Rd. Existing Condition Report
1413 Crape Myrtle Lagerstroemia
indica
15' 16 4 No Moderate Building conflict
1414 Crape Myrtle Lagerstroemia
indica
15' 16 4 No Moderate Building conflict
1415 Crape Myrtle Lagerstroemia
indica
15' 13 4 No Moderate Building conflict
1416 Crape Myrtle Lagerstroemia
indica
15' 16 4 No High Building conflict
1417 Crape Myrtle Lagerstroemia
indica
15' 16 4 No High Building conflict
1418 Crape Myrtle Lagerstroemia
indica
10' 6 3 No High Building conflict
1419 Crape Myrtle Lagerstroemia
indica
10' 6 3 No High Building conflict
1420 Crape Myrtle Lagerstroemia
indica
10' 6 3 No High Building conflict
1421 Crape Myrtle Lagerstroemia
indica
12' 9 3 No High Building conflict
1422 Crape Myrtle Lagerstroemia
indica
10' 9 3 No High Building conflict
1423 Crape Myrtle Lagerstroemia
indica
12' 13 3 No High Building conflict
1424 Crape Myrtle Lagerstroemia
indica
12' 16 4 No High Building conflict
1425 Chinese
Pistache
Pistacia
chinensis
8' 9 3 No Moderate Building conflict
1426 Chinese
Pistache
Pistacia
chinensis
10' 9 3 No Moderate Building conflict
1427 Magnolia,
Southern
Magnolia
grandiflora
25' 38 2 No Moderate Sidewalk conflict
1428 Magnolia,
Southern
Magnolia
grandiflora
35' 60 3 Yes High Street conflict
1429 Magnolia,
Southern
Magnolia
grandiflora
35' 79 2 Yes Moderate Building conflict
1430 Magnolia,
Southern
Magnolia
grandiflora
40' 60 3 Yes Moderate Building conflict
Pa ge | 30 685 Middlefield
Rd. Existing Condition Report
1431 Magnolia,
Southern
Magnolia
grandiflora
40' 85 3 Yes High Sidewalk conflict
1432 Magnolia,
Southern
Magnolia
grandiflora
40' 75 2 Yes Moderate Preserve
1433 Magnolia,
Southern
Magnolia
grandiflora
35' 63 3 Yes High Grade conflict
1434 Liquidambar Liquidambar
styracilflua
60' 66 3 Yes Moderate Building conflict
1435 Liquidambar Liquidambar
styracilflua
35' 38 2 No Moderate Dead
1436 Magnolia,
Southern
Magnolia
grandiflora
18' 13 3 No High Grade conflict
1437 Magnolia,
Southern
Magnolia
grandiflora
15' 9 3 No High Grade conflict
1438 Magnolia,
Southern
Magnolia
grandiflora
25' 35 2 No Moderate Grade conflict
no # Purple leaf
plum
Prunus
cerasifera
12' 16 2 No High Building conflict
747 Oak, Coast live Quercus
agrifolia
33' 79 2 Yes Moderate Preserve
no # Purple leaf
plum
Prunus
cerasifera
12' 16.00 2 No High Building conflict
Prepared for Prometheus Real Estate Group, Inc.
PRELIMINARY GEOTECHNICAL INVESTIGATION
TO SUPPORT DUE DILIGENCE EVALUATION
675 & 685 EAST MIDDLEFIELD ROAD
Mountain View, California
UNAUTHORIZED USE OR COPYING OF THIS DOCUMENT IS STRICTLY
PROHIBITED BY ANYONE OTHER THAN THE CLIENT FOR THE SPECIFIC
PROJECT
September 11, 2017
Project No. 17-1365
DRAFT
APPENDIX C
TABLE OF CONTENTS
1.0 INTRODUCTION ...............................................................................................................1
2.0 SCOPE OF SERVICES .......................................................................................................1
3.0 FIELD INVESTIGATION ..................................................................................................2
4.0 SUBSURFACE CONDITIONS ..........................................................................................3
4.1 Groundwater ............................................................................................................3
5.0 SEISMIC CONSIDERATIONS ..........................................................................................5
5.1 Regional Seismicity and Faulting ............................................................................5
5.2 Seismic Hazards .......................................................................................................7
5.2.1 Ground Shaking ...........................................................................................7
5.2.2 Liquefaction and Associated Hazards ..........................................................8
5.2.3 Cyclic Densification ...................................................................................10
5.2.4 Fault Rupture .............................................................................................10
6.0 PRELIMINARY CONCLUSIONS AND RECOMMENDATIONS ................................11
6.1 Groundwater Level ................................................................................................11
6.2 Foundation Support and Settlement .......................................................................11
6.3 Basement Walls .....................................................................................................13
6.4 Temporary Cut Slopes and Shoring .......................................................................14
6.5 Temporary Dewatering ..........................................................................................15
6.6 Seismic Design.......................................................................................................17
7.0 FUTURE GEOTECHNICAL STUDY AND LIMITATIONS .........................................17
REFERENCES
FIGURES
APPENDIX A – Cone Penetration Test Results
DRAFT
LIST OF FIGURES
Figure 1 Site Location Map
Figure 2 Site Plan
Figure 3 Regional Geologic Map
Figure 4 Regional Fault Map
Figure 5 Seismic Hazards Zone Map
APPENDIX A
Figures A-1 Cone Penetration Test Results
to A-7 CPT-1 through CPT-7
DRAFT
17-1365 1 September 11, 2017
PRELIMINARY GEOTECHNICAL INVESTIGATION
TO SUPPORT DUE DILIGENCE EVALUATION
675 AND 685 EAST MIDDLEFIELD ROAD
Mountain View, California
1.0 INTRODUCTION
This report presents the results of the preliminary geotechnical investigation performed by Rockridge Geotechnical, Inc. (Rockridge) for the due diligence evaluation of the property at 675 and 685 East Middlefield Road in Mountain View, California. The subject site is located on the western corner of the intersection of East Middlefield Road and Ferguson Drive, as shown on the Site Location Map (Figure 1).
The subject property is an irregularly shaped parcel that encompasses an area of approximately
10.6 acres. It is bordered by East Middlefield Road to the northeast, Ferguson Drive to the south, a vacant lot to the southwest, and the Southern Pacific Railroad easement to the northwest.
The site is currently occupied by two office buildings, which are both two stories high and founded at-grade. Asphalt-paved parking lots and driveways are present around the existing buildings.
We understand Prometheus Real Estate Group, Inc. is evaluating whether to acquire and redevelop the subject property. Schematic development plans are not currently available, but we understand the development may consist of a podium-type building with three levels of reinforced concrete and five stories of wood-frame construction above. Two subterranean levels are also being considered and may be incorporated during design development.
2.0 SCOPE OF SERVICES
Our preliminary investigation was performed in accordance with our proposal dated July 28, 2017. The purpose of our preliminary investigation was to evaluate whether there are any adverse geotechnical or geological conditions that may affect site development. Our scope of work consisted of evaluating subsurface conditions at the site by reviewing published geological DRAFT
17-1365 2 September 11, 2017
maps, performing seven cone penetration tests (CPTs), and performing engineering analyses to develop preliminary conclusions and recommendations regarding:
the most appropriate foundation type(s) for the proposed building preliminary design criteria for the recommended foundation type(s) estimates of foundation settlement
options for excavation shoring and dewatering systems lateral earth pressures for basement wall design
site seismicity and seismic hazards, including the potential for liquefaction and liquefaction-induced ground failure
2016 California Building Code (CBC) site class and design spectral response acceleration parameters
construction considerations.
3.0 FIELD INVESTIGATION
Subsurface conditions at the site were investigated by advancing seven CPTs. Prior to advancing the CPTs, we contacted Underground Service Alert (USA) to notify them of our work, as required by law. We also retained Precision Locating, LLC, a private utility locator, to check the CPT locations for the presence of underground utilities.
Seven CPTs were advance on August 19, 2017 by Gregg Drilling and Testing of Martinez, California at the approximate locations shown on the Site Plan, Figure 2. The CPTs, designated as CPT-1 through CPT-7 were performed to provide in-situ soil data. The CPTs were each advanced to a depth of about 44-1/2 feet below the existing ground surface (bgs).
The CPTs were performed by hydraulically pushing a 1.7-inch-diameter cone-tipped probe with a projected area of 15 square centimeters into the ground using a 30-ton truck rig. The conetipped probe measured tip resistance and the friction sleeve behind the cone tip measured frictional resistance. Electrical strain gauges within the cone continuously measured soil parameters for the entire depth advanced. Soil data, including tip resistance, frictional resistance, and pore water pressure, were recorded by a computer while the test was conducted.
Accumulated data were processed by computer to provide engineering information such as the DRAFT
17-1365 3 September 11, 2017
soil behavior types, approximate strength characteristics, and the liquefaction potential of the soil encountered. The CPT logs, showing tip resistance, friction ratio, and pore water pressure by depth, as well as correlated soil behavior type (Robertson, 2010), are presented in Appendix A Figures A-1 through A-7. Groundwater was measured in all CPTs and the depth of groundwater and measurement method is noted on the CPT logs. Upon completion, the CPT holes were backfilled with cement grout and the pavement was patched with cold-mix asphalt.
4.0 SUBSURFACE CONDITIONS
A regional geologic map prepared by Graymer (2006), a portion of which is presented on Figure 3, indicates the site is underlain by Holocene-age alluvium (Qha). Alluvial deposits generally consist of a mixture of fine-grained and coarse-grained deposits that are interbedded.
The results of our CPTs indicate the alluvium primarily consists of medium stiff to very stiff fine-grained deposits with interbedded layers of medium dense to very dense granular deposits to the maximum depth explored of about 44-1/2 feet bgs. The upper 19 to 37 feet of soil primarily consists of stiff to very stiff, moderately compressible fine-grained deposits with occasional zones of medium stiff clay. The granular layers were encountered between depths of 19 to 37 feet bgs. The thickness of granular layers encountered at this site varied in thickness from 1 to greater than 8 feet. Interbedded within the granular layers, a medium stiff, moderately compressible layer was encountered in CPTs between approximately 30 and 36 feet bgs.
4.1 Groundwater
Groundwater level measurements were taken in the CPTs by performing several pore pressure dissipation tests. Pore pressure dissipation tests were performed in sand layers at 5 of the 7 CPT locations to provide an estimated static groundwater level; the results of the dissipation tests are presented in Table 1.
DRAFT
17-1365 4 September 11, 2017
TABLE 1
Pore Pressure Dissipation Results
CPT Designation
Depth Pore Pressure
Dissipation Test Performed
At (feet bgs)
Depth to Groundwater
(feet bgs)
CPT-1 34.8 17.2
CPT-2 21.3 19.0
CPT-3 32.5 20.5
CPT-5 39.2 19.1
CPT-7 28.9 19.2
At this time, no site survey was available to estimate the elevations of the measured groundwater levels. The groundwater level at the site is expected to fluctuate several feet seasonally with potentially larger fluctuations annually, depending on the amount of rainfall.
To estimate the highest potential groundwater level at the site, we reviewed information on the State of California Water Resources Control Board GeoTracker website (http://geotracker.waterboards.ca.gov/). The closest site with substantial historic groundwater data on the GeoTracker website is at 690 East Middlefield Road, located immediately to the northeast of the site. A groundwater monitoring report prepared by Stantec Consulting Services, Inc. for this site presents quarterly to annual groundwater level readings from monitoring wells from January 1999 to April 2014 (Stantec, 2014). The datum for the monitoring wells at the 690 East Middlefield Road is mean sea level and the conversion to the site datum is unknown. The highest groundwater levels were measured between approximately Elevation 49.5 and 52.6 feet (Mean Sea Level) on April 21, 1999. The groundwater level fluctuated about 4 feet over the 15- year monitoring period.
Because the depth to groundwater significantly impacts the design and construction of the proposed structures, we recommend installing at least one monitoring well at the property during the final investigation to allow monitoring of the groundwater level. For preliminary design, we recommend a design groundwater level of 14 feet bgs be used.
DRAFT
17-1365 5 September 11, 2017
5.0 SEISMIC CONSIDERATIONS
The San Francisco Bay Area is considered to be one of the more seismically active regions in the world. We evaluated the potential for earthquake-induced geologic hazards including ground shaking, ground surface rupture, liquefaction,1
lateral spreading,2 cyclic densification3. The
results of our evaluation regarding seismic considerations for the project site are presented in the following sections.
5.1 Regional Seismicity and Faulting
The major active faults in the area are the San Andreas, Hayward, and San Gregorio faults.
These and other faults of the region are shown on Figure 4. The fault systems in the Bay Area consist of several major right-lateral strike-slip faults that define the boundary zone between the Pacific and the North American tectonic plates. Numerous damaging earthquakes have occurred along these fault systems in recorded time. For these and other active faults within a 50- kilometer radius of the site, the distance from the site and estimated mean characteristic moment magnitude4
[Working Group on California Earthquake Probabilities (WGCEP, 2008) and Cao et al. (2003)] are summarized in Table 2.
1 Liquefaction is a phenomenon where loose, saturated, cohesionless soil experiences temporary reduction in strength during cyclic loading such as that produced by earthquakes. 2 Lateral spreading is a phenomenon in which surficial soil displaces along a shear zone that has formed within an underlying liquefied layer. Upon reaching mobilization, the surficial blocks are transported downslope or in the direction of a free face by earthquake and gravitational forces. 3 Cyclic densification is a phenomenon in which non-saturated, cohesionless soil is compacted by earthquake vibrations, causing ground-surface settlement. 4 Moment magnitude is an energy-based scale and provides a physically meaningful measure of the size of a faulting event. Moment magnitude is directly related to average slip and fault rupture area.
DRAFT
17-1365 6 September 11, 2017
TABLE 2
Regional Faults and Seismicity
Fault Segment
Approximate
Distance from
Site (km)
Direction
from Site
Mean Characteristic
Moment
Magnitude
Monte Vista-Shannon 8.1 Southwest 6.5
N. San Andreas - Peninsula 13 Southwest 7.2
N. San Andreas (1906 event) 13 Southwest 8.1
Total Hayward 18 Northeast 7.0
Total Hayward-Rodgers Creek 18 Northeast 7.3
Total Calaveras 22 East 7.0
N. San Andreas - Santa Cruz 25 South 7.1
San Gregorio Connected 32 West 7.5
Zayante-Vergeles 35 South 7.0
Mount Diablo Thrust 43 Northeast 6.7
Greenville Connected 46 Northeast 7.0
In the past 200 years, four major earthquakes (i.e., Magnitude > 6) have been recorded on the San Andreas Fault. In 1836, an earthquake with an estimated maximum intensity of VII on the Modified Mercalli (MM) Intensity Scale occurred east of Monterey Bay on the San Andreas Fault (Toppozada and Borchardt, 1998). The estimated moment magnitude, Mw, for this earthquake is about 6.25. In 1838, an earthquake occurred on the Peninsula segment of the San Andreas Fault. Severe shaking occurred with an MM of about VIII-IX, corresponding to an Mw of about 7.5. The San Francisco Earthquake of 1906 caused the most significant damage in the history of the Bay Area in terms of loss of lives and property damage. This earthquake created a surface rupture along the San Andreas Fault from Shelter Cove to San Juan Bautista approximately 470 kilometers in length. It had a maximum intensity of XI (MM), an Mw of about 7.9, and was felt 560 kilometers away in Oregon, Nevada, and Los Angeles. The most DRAFT
17-1365 7 September 11, 2017
recent earthquake to affect the Bay Area was the Loma Prieta Earthquake of October 17, 1989 with an Mw of 6.9. This earthquake occurred in the Santa Cruz Mountains about 42 kilometers southwest of the site.
In 1868, an earthquake with an estimated maximum intensity of X on the MM scale occurred on the southern segment (between San Leandro and Fremont) of the Hayward Fault. The estimated Mw for the earthquake is 7.0. In 1861, an earthquake of unknown magnitude (probably an Mw of about 6.5) was reported on the Calaveras Fault. The most recent significant earthquake on this fault was the 1984 Morgan Hill earthquake (Mw = 6.2).
The U.S. Geological Survey's 2014 Working Group on California Earthquake Probabilities has compiled the earthquake fault research for the San Francisco Bay area in order to estimate the probability of fault segment rupture. They have determined that the overall probability of moment magnitude 6.7 or greater earthquake occurring in the San Francisco Bay Region during the next 30 years (starting from 2014) is 72 percent. The highest probabilities are assigned to the Hayward Fault, Calaveras Fault, and the northern segment of the San Andreas Fault. These probabilities are 14.3, 7.4, and 6.4 percent, respectively.
5.2 Seismic Hazards
During a major earthquake on a segment of one of the nearby faults, strong to very strong ground shaking is expected to occur at the project site. Strong shaking during an earthquake can result in ground failure such as that associated with soil liquefaction, lateral spreading, and cyclic densification. We used the results of the CPTs to evaluate the potential of these phenomena occurring at the project site.
5.2.1 Ground Shaking
The ground shaking intensity felt at the project site will depend on: 1) the size of the earthquake (magnitude), 2) the distance from the site to the fault source, 3) the directivity (focusing of earthquake energy along the fault in the direction of the rupture), and 4) site-specific soil conditions. The site is less than 10 kilometers from the Monte Vista-Shannon Fault and is less than 20 kilometers from the San Andreas and Hayward faults. Therefore, the potential exists for DRAFT
17-1365 8 September 11, 2017
a large earthquake to induce strong to very strong ground shaking at the site during the life of the project.
5.2.2 Liquefaction and Associated Hazards
When a saturated, cohesionless soil liquefies, it experiences a temporary loss of shear strength created by a transient rise in excess pore pressure generated by strong ground motion. Soil susceptible to liquefaction includes loose to medium dense sand and gravel, low-plasticity silt, and some low-plasticity clay deposits. Flow failure, lateral spreading, differential settlement, loss of bearing strength, ground fissures and sand boils are evidence of excess pore pressure generation and liquefaction.
As shown on Figure 5, the site is within a liquefaction hazard zone, defined by the map titled State of California, Seismic Hazard Zones, Mountain View Quadrangle, Official Map, prepared by the California Geological Survey (CGS), dated October 18, 2006.
Liquefaction susceptibility was assessed using the software CLiq v2.1.6.11 (GeoLogismiki, 2016). CLiq uses measured field CPT data and assesses liquefaction potential, including post‐earthquake vertical settlement, given a user-defined earthquake magnitude and peak ground acceleration (PGA). Our liquefaction analyses were performed using the methodology proposed by Boulanger and Idriss (2014). We also used the relationship proposed by Zhang, et al (2002) to estimate post-liquefaction volumetric strains and corresponding ground surface settlement; a relationship that is an extension of the work by Ishihara and Yoshimine (1992).
Our preliminary analyses were performed using an assumed “during earthquake” groundwater depth of 14 feet bgs. In accordance with the 2016 California Building Code (CBC), we used a peak ground acceleration of 0.52 times gravity (g) in our liquefaction evaluation; this peak ground acceleration is consistent with the Maximum Considered Earthquake Geometric Mean (MCEG) peak ground acceleration adjusted for site effects (PGAM). We also used a moment magnitude 8.0 earthquake, which is consistent with the mean characteristic moment magnitude for the Northern San Andreas Fault (1906 rupture), as presented in Table 2.
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17-1365 9 September 11, 2017
The results of our liquefaction analyses indicate there are interbedded thin, discontinuous layers of potentially liquefiable soil underlying the site, which is typical for younger alluvial deposits in this area. Our liquefaction analyses indicate there are soil layers between depths of 15 and 42 feet bgs that are susceptible to liquefaction during a major earthquake. In general, the potentially liquefiable layers are about 1 to 2 feet thick.
In CPT-2, two approximately two-foot-thick layers of potentially liquefiable soil were encountered at depths of about 22 and 26 feet bgs and a layer that is less than one foot thick was encountered at a depth of 29 feet bgs. In CPT-3, an approximately two-foot-thick layer of potentially liquefiable soil was encountered between approximately 18 and 20 feet bgs. In other CPTs, the thickness of interbedded potentially liquefiable soil was less than two feet thick.
Based on the results of our analyses, we estimate total and differential settlements associated with liquefaction after an MCE event will be on the order of 1/2 to 3/4 inch across the site with about 1/2 inch differential settlement over a horizontal distance of 30 feet. This settlement estimate represent free-field ground surface settlement resulting from liquefaction at depth.
Where the bottom of the below-grade level is near the top of the liquefiable layer, there is a potential for additional foundation settlement due to bearing failure and/or punching shear following a major earthquake. We recommend additional exploration to better determine the extent of the potentially liquefiable layers be performed during the final geotechnical investigation.
Ishihara (1985) presented empirical relationship that provides criteria that can be used to evaluate whether liquefaction-induced ground failure, such as sand boils, would be expected to occur under a given level of shaking for a liquefiable layer of given thickness overlain by a resistant, or protective, surficial layer. Our analysis indicates the non-liquefiable soil overlying the potentially liquefiable soil layers is sufficiently thick and the uppermost potentially liquefiable layers are sufficiently thin such that the potential for surface manifestations of liquefaction, such as sand boils, are low.
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Considering the relatively flat site grades and the absence of a free face in the site topography, as well as the depth and discontinuous nature of the potentially liquefiable layers, we conclude the risk of lateral spreading is very low.
5.2.3 Cyclic Densification
Cyclic densification (also referred to as differential compaction) of non-saturated sand (sand above groundwater table) can occur during an earthquake, resulting in settlement of the ground surface and overlying improvements. The CPTs indicate the soil above the groundwater at the site consists of cohesive fine-grained material, which is not susceptible to cyclic densification due to its relatively high fines content and cohesion. Therefore, we conclude the potential for cyclic densification at the site is low.
5.2.4 Fault Rupture
Historically, ground surface displacements closely follow the trace of geologically young faults.
The site is not within an Earthquake Fault Zone, as defined by the Alquist-Priolo Earthquake Fault Zoning Act, and no known active or potentially active faults exist on the site. We therefore conclude the risk of fault offset at the site from a known active fault is very low. In a seismically active area, the remote possibility exists for future faulting in areas where no faults previously existed; however, we conclude the risk of surface faulting and consequent secondary ground failure from previously unknow
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n faults is also very low.
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6.0 PRELIMINARY CONCLUSIONS AND RECOMMENDATIONS
Based on the results of our preliminary geotechnical investigation, we conclude there are no major geotechnical issues that would preclude development of the site as proposed. The primary geotechnical issues affecting the proposed development include:
providing adequate foundation support for the proposed building; the potential for 1/2 to 3/4 inch of liquefaction-induced settlement throughout most of the site;
a design groundwater depth above the proposed building foundation and excavation depth; and
providing suitable lateral support and dewatering for the proposed excavations, while minimizing impacts to the surrounding improvements
Our preliminary conclusions and recommendations regarding these issues are presented in the following sections.
6.1 Groundwater Level
Based on the existing and historical groundwater level data presented in Section 4.1, we conclude a design groundwater depth of 14 feet bgs should be used for preliminary design.
Basement walls, building foundations, and mat/floor slabs extending below the design groundwater level should be waterproofed and designed to resist hydrostatic pressures. During construction, excavation dewatering will be necessary to construct the below-grade portions of the building where the excavation extends below the groundwater table.
6.2 Foundation Support and Settlement
The native soil encountered in our CPTs is generally over-consolidated and capable of supporting the new buildings on shallow foundations without excessive settlement under static loads. However, depending on the depth, size, and loading on new foundations, the stresses in thin soil layers may exceed the maximum past pressure (or pre-consolidation pressure) of these deposits, resulting in a new cycle of virgin consolidation. Virgin consolidation results in much higher settlements than recompression and takes much longer to occur. Based on our DRAFT
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preliminary settlement analyses using assumed building loads, we conclude the proposed building with two subterranean levels will likely not exceed the maximum past pressure of the native soil deposits.
Because groundwater is relatively shallow, the proposed building two-level below grade building will need to be fully waterproofed and designed for hydrostatic pressures. From a design and constructability standpoint, it is generally easier to detail the waterproofing system beneath a mat foundation, rather than isolated spread footings with a structural floor slab.
We performed preliminary settlement analyses using the CPT data and assumed structural loads.
Our preliminary settlement analyses indicate total settlements of a mat foundation under static load conditions, assuming an average contact pressure of about 600 psf, will be about 1/2 to 1 inch for the two levels below-grade configuration. We anticipate most of the settlement will occur during construction. The amount of differential settlement between columns will be a function of the mat stiffness and hence its ability to spread the loads between columns, however, we expect the mats can be designed to limit differential settlements to about 1/2 inch in 30 feet.
As discussed above in Section 5.2.2, there is the potential for liquefaction-induced settlement on the order of 1/2 to 3/4 inch with approximately 1/2 inch of differential settlement over a horizontal distance of 30 feet that may occur following a major earthquake. We conclude a mat foundation can likely be designed to accommodate the anticipated differential settlements and the potential loss of bearing strength resulting from the potentially liquefiable deposits encountered below the planned bottom of foundation.
A building founded two levels below grade may not have sufficient weight to resist the hydrostatic pressures with adequate factor of safety, and therefore, soil anchors (i.e., tiedowns) may need to be installed to resist uplift forces. The structural engineer should evaluate the uplift forces on the building using the design high water level presented wherein to determine if uplift elements will be required. The costs associated with tiedown anchors will likely be controlled by the required spacing of the elements, rather than the allowable capacity of the anchors. We recommend the approximate number of required uplift elements be evaluated by the structural DRAFT
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engineer during preliminary design so that the costs of the anchors can be accounted for early in the design process.
For preliminary design of a mat foundation, we recommend using allowable bearing pressures of 3,000 psf for dead-plus-live loads and 4,000 psf for total loads (including seismic and wind loads. To develop adequate mat rigidity, we preliminary recommend the mat be designed for dead-plus-live-load conditions using a modulus of vertical subgrade reaction of 20 pounds per cubic inch (pci). This value has been corrected to take into account the mat width and may be increased by 50 percent for total load conditions. This value has been reduced to account for the size of the mat/equivalent footings (therefore, this is not kv1 for 1-foot-square plate). Once a structural engineer evaluates the initial distribution of bearing stress on the bottom of the mat and the corresponding deflections, we can review the distributions and revise the coefficients of subgrade reaction, if appropriate. The modulus may be re-evaluated or reduced depending on the final building configuration and the results of the final geotechnical investigation.
6.3 Basement Walls
Basement walls should be designed to resist static lateral earth pressures, lateral pressures caused by earthquakes, and traffic loads (if vehicular traffic is expected within 10 feet of the wall). We preliminarily recommend the permanent below-grade walls be designed for the more critical of the following criteria:
At-rest equivalent fluid weight of 60 pcf above the design groundwater table and 90 pcf below.
Active pressure of 40 pcf plus a seismic increment of 20 pcf (triangular distribution) above the design groundwater level, and 80 pcf plus a seismic increment of 9 pcf (triangular distribution) below the groundwater level.
The recommended pressures above are based on a level backfill condition with no additional surcharge loads. Where the permanent wall will be subject to vehicular loading within 10 feet of the wall, an additional uniform lateral pressure of 50 psf applied to the upper 10 feet of the wall.
The above design pressures for the basement walls above the groundwater table assume that water does not accumulate behind the walls. To protect against moisture migration, below-grade DRAFT
17-1365 14 September 11, 2017
walls should be waterproofed and water stops should be placed at all construction joints.
Considering the potential for water infiltration from the ground surface or perched water at the site, we recommend prefabricated drainage panels be placed behind the basement walls. To facilitate movement of groundwater around the buildings, we recommend the drainage panels extend to the design groundwater table. If backfill is required behind basement walls, the walls should be braced, or hand compaction equipment used, to prevent unacceptable surcharges on walls (as determined by the structural engineer).
6.4 Temporary Cut Slopes and Shoring
We estimate construction of the two-level below-grade building will require an excavation bottomed roughly 28 feet below grade. The soil to be excavated would consist of predominantly clay with some sand, which can be excavated using conventional earth-moving equipment such as loaders and backhoes.
Excavations that will be deeper than five feet and will be entered by workers should be sloped or shored in accordance with CAL-OSHA standards (29 CFR Part 1926). The shoring engineer should be responsible for shoring design. The contractor should be responsible for the construction and safety of temporary slopes.
We judge that temporary slope cuts in the native soil above the groundwater table inclined no steeper than 1:1 (horizontal:vertical) will be stable provided that they are not surcharged by equipment or building material. Below groundwater (assumed as a depth of 14 feet), we recommend inclinations of temporary cuts not exceed 1.5:1, assuming the groundwater has been lowered below the bottom of the excavation.
If there is insufficient space to slope the excavation sides, installation of shoring will be required.
We believe the most suitable and economical shoring system would consist of a conventional soldier-pile-and-lagging shoring system. A soldier-pile-and-lagging system typically consists of steel H-beams (soldier piles) extending below the bottom of the excavation. The soldier piles can be vibrated in place, assuming there are no improvements sensitive to vibrations with 25 feet of the excavation, or placed in predrilled holes extending below the bottom of excavation. Wood DRAFT
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lagging is placed between the piles as the excavation proceeds. Because the proposed excavation depth is greater than 12 feet, we judge cantilevered shoring systems are not cost effective – therefore, tiebacks or internal bracing will be required. Where tieback anchors extend below the public sidewalk and street, encroachment agreements with the City of Mountain View may be required. If encroachment agreements cannot be obtained or prove cost-prohibitive, the shoring systems may be internally braced.
As an alternative to soldier beams and lagging, soil-cement mixing (SMX), also called deep soil mixing (DSM), is a viable option for creating a continuous shoring wall that supports the excavation, as well as provides a hydraulic barrier when properly constructed. SMX columns are installed by injecting and blending cement into the soil using a drill rig equipped with single or multiple augers/paddles, or a specialized proprietary cutterhead. The soil is mixed with the binder material(s) in situ, forming continuous, overlapping, soil-cement columns or a continuous wall of uniform thickness. Steel beams are placed in the soil-cement columns to provide rigidity.
The SMX system, in combination with steel soldier beams and tiebacks, serves to shore the excavation as well as cut off lateral groundwater flow, thus reducing the amount of dewatering required from within the excavation. Soil-cement walls are considered temporary and permanent building walls are built inside of the soil-cement walls following application of drainage panels and waterproofing.
6.5 Temporary Dewatering
During excavation, the groundwater will need to be lowered to a depth of at least three feet below the bottom of the planned excavation and maintained at that level until sufficient weight is available to resist the hydrostatic uplift forces on the bottom of the foundation. The groundwater depth at the site is currently below the proposed excavation depth. We believe it would be prudent to monitor the groundwater level during the design phase and after the final geotechnical investigation to both determine whether the design groundwater depth of 14 feet bgs is reasonable and to allow measurement of the groundwater depth prior to construction to evaluate whether temporary dewatering will be necessary during construction.
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If a conventional soldier pile-and-lagging system is selected for excavation shoring, we conclude the dewatering system will need to include perimeter wells installed outside the excavation.
However, a combination of active and passive approaches will likely be required to adequately manage water in the excavation during construction, especially around localized depressions, such as those for elevator pits or underslab vaults. A perimeter dewatering system may temporarily lower the groundwater level outside the site, which could result in ground settlement.
To significantly reduce the amount of required dewatering, a continuous cut-off wall type shoring system may be used in conjunction with an internal passive dewatering system operating within the excavation footprint. Such a system would also reduce the potential for ground settlement outside the excavation footprint.
Variables which significantly influence the performance of the dewatering system and the quantity of water produced include the number of wells, the depth and positioning of the wells, the interval over which each well is screened, and the rate at which each well is pumped. The contractor should be responsible for the design, construction, operation, maintenance, and removal of any system that is implemented to control the inflow of surface water and groundwater. Disposal of water from construction dewatering also must be planned carefully.
Because of regulatory requirements, discharging pumped groundwater directly into nearby drainages or storm drain systems may require permits from the regulatory agencies having jurisdiction over the project. Groundwater should be tested prior to disposal for substances that are of an environmental concern. If encountered during construction, this water will require special handling. Options that the contractor may use for disposal of pumped groundwater should be identified and evaluated during design. If groundwater treatment and discharge will be costly, a low-permeability shoring system, such as a continuous soil-mix wall, should be considered.
The design and proper implementation of the excavation dewatering system should be the responsibility of the contractor. Dewatering permits should also be the responsibility of the DRAFT
17-1365 17 September 11, 2017
contractor. The system should be capable of drawing the water level down at least three feet below the bottom of excavation during construction.
To facilitate the collection of groundwater at discrete extraction well and sump locations, we recommend over-excavating by at least 12 inches below the design bottom-of-mat and installing a minimum 12-inch-thick continuous layer of clean 3/4-inch drain rock. The drainage layer will help protect the soil subgrade, which will be sensitive to disturbance from construction equipment, as well as provide a means for water to flow to the extraction points, reducing the potential for hydrostatic pressure to prematurely build up beneath the mat. The construction dewatering system must be capable of maintaining the groundwater level below the foundation subgrade until sufficient building weight is available to resist the hydrostatic uplift pressure, at which time the groundwater may be allowed to rise to its normal elevation. The project structural engineer should determine when the temporary dewatering system can be turned off.
6.6 Seismic Design
We understand the proposed buildings will be designed using the seismic provisions in the 2016 CBC. For design in accordance with the 2016 CBC, we recommend Site Class D be used. The latitude and longitude of the site are 37.3931° and -122.0512°, respectively. Hence, in accordance with the 2016 CBC, we recommend the following:
SS = 1.500g, S1 = 0.600g
SMS = 1.500g, SM1 = 0.900g
SDS = 1.000g, SD1 = 0.600g
Seismic Design Category D for Risk Categories I, II, and III.
7.0 FUTURE GEOTECHNICAL STUDY AND LIMITATIONS
The preliminary conclusions and recommendations presented within the report are based on a preliminary field investigation and not intended for final design. Prior to final design, we should be retained to provide a final geotechnical report based on a supplemental field investigation.
Borings will be required to further evaluate the subsurface conditions beneath the site and DRAFT
17-1365 18 September 11, 2017
develop final foundation design recommendations. Once our final report has been completed, the design team has selected a foundation system, and prior to construction, we should review the project plans and specifications to check their conformance with the intent of our final recommendations. During construction, we should observe site preparation, foundation installation, and the placement and compaction of fill. These observations will allow us to compare the actual with the anticipated soil conditions and to check if the contractor's work conforms with the geotechnical aspects of the plans and specifications.
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REFERENCES
Boulanger, R.W and Idriss, I.M. (2014), “CPT and SPT Based Liquefaction Triggering Procedures”, Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis, Report No. UCD/CGM-14/01, April.
California Building Code (2016).
California Geological Survey (2006), State of California Seismic Hazard Zones, Mountain View Quadrangle, Official Map, October 18, 2006.
Cao, T., Bryant, W. A., Rowshandel, B., Branum D. and Wills, C. J. (2003). “The Revised 2002 California Probabilistic Seismic Hazard Maps”
Field, E.H., and 2014 Working Group on California Earthquake Probabilities, (2015). UCERF3:
A new earthquake forecast for California’s complex fault system: U.S. Geological Survey 2015- 3009, 6 p., http://dx.doi.org/10.3133/fs20153009.
GeoTracker website, State of California Water Resources Control Board, (http://geotracker.waterboards.ca.gov/), accessed August 30, 2017.
GeoLogismiki, (2016), CLiq, Version 2.1.6.11.
Ishihara, K. and Yoshimine, M. (1992). Evaluation of settlements in sand deposits following liquefaction during earthquakes: Soils and Foundations, 32(1), p.173-188.
Ishihara, K. (1985). “Stability of Natural Deposits During Earthquakes,” proceedings of the 11th International Conference of Soil Mechanics and Foundation Engineering, San Francisco, CA, Vol 1, 321-376.
Robertson, P.K. (2010). “Soil Behaviour type from the CPT: an update”, 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, Vol.2. pp575-583.
Stantec Consulting Services, Inc. (2014). Annual Groundwater Self-Monitoring Report 2014, prepared for Hewlett-Packard Company, June 30.
Toppozada, T.R. and Borchardt G. (1998), “Re-evaluation of the 1936 “Hayward Fault” and the 1838 San Andreas Fault Earthquakes.” Bulletin of Seismological Society of America, 88(1), 140-159.
U.S. Geological Survey, (2008). The Uniform California Earthquake Rupture Forecast, Version 2 (UCERF 2): prepared by the 2007 Working Group on California Earthquake Probabilities, U.S.
Geological Survey Open File Report 2007-1437.
WGCEP: see U.S. Geological Survey (USGS), 2008.
Zhang, G., Robertson. P.K., Brachman, R., (2002). “Estimating Liquefaction Induced Ground Settlements from the CPT”, Canadian Geotechnical Journal, 39: pp 1168-1180.
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FIGURES
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Date Project No. Figure
ROCKRIDGE
GEOTECHNICAL 09/11/17 1 17-1365
SITE LOCATION MAP
SITE
Base map: The Thomas Guide
Santa Clara County
2002
0 1/2 Mile
Approximate scale
1/4
675 & 685 EAST MIDDLEFIELD ROAD
Mountain View, California
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0Approximate scale100 Feet 09/11/17 17-1365 2 Mountain View, California SITE PLAN Date Project No. Figure ROCKRIDGE GEOTECHNICAL 675 & 685 EAST MIDDLEFIELD ROAD EXPLANATION Approximate location of cone penetration test by Rockridge Geotechnical Inc., August 4, 2017 Approximate parcel limits CPT-1 EAST MIDDLEFIELD ROAD FERGUSON DRIVE CPT-1 CPT-2 CPT-3 CPT-5 CPT-4 CPT-6 CPT-7 PACIFIC LOGUE AVENUE SOUTHERN RAILROAD 690 EAST MIDDLEFIELD ROAD Base map: Google Earth, 2017.
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Date Project No. Figure 3
REGIONAL GEOLOGIC MAP
EXPLANATION
Geologic contact:
dashed where approximate and dotted
where concealed, queried where uncertin
af Artificial Fill
Qhym Mud deposits (late Holocene)
SITE
0 8000 Feet
Approximate scale
4000
ROCKRIDGE
GEOTECHNICAL
Base map: Google Earth with U.S. Geological Survey (USGS), Santa Clara County, 2016.
Qha Alluvium (Holocene)
Qha
Qha
08/30/17 17-1365
675 & 685 EAST MIDDLEFIELD ROAD
Mountain View, California
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Date Project No. Figure
Base Map: U.S. Geological Survey (USGS), National Seismic Hazards Maps - Fault Sources, 2008. 10 Miles
Approximate scale
0 5
4 ROCKRIDGE
GEOTECHNICAL
REGIONAL FAULT MAP
SITE
EXPLANATION
Strike slip
Thrust (Reverse)
Normal
09/11/17 17-1365
675 & 685 EAST MIDDLEFIELD ROAD
Mountain View, California
Point Reyes Fault
San Andreas Fault
San Gregorio Fault
Monte Vista-Shannon Fault
West Napa
Mount Diablo Thrust
Greenville
Fault
Great Valley 05
Great Valley 4b
Calaveras Fault Green Valley
Hayward-Rodgers Creek Fault
Hayward-Rodgers Creek Fault
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Date Project No. Figure 5
EXPLANATION
SITE
SEISMIC HAZARDS ZONE MAP
Liquefaction; Areas where historic occurence of liquefaction, or local topographic, geological, geotechnical, and subsurface water conditions indicate a potential for permanent ground displacements.
Reference:
State of California "Seismic Hazard Zones"
Mountain View Quadrangle.
Released on October 18, 2006
0 4000 Feet
Approximate scale
2000
ROCKRIDGE
GEOTECHNICAL 09/11/17 17-1365
675 & 685 EAST MIDDLEFIELD ROAD
Mountain View, California
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APPENDIX A
Cone Penetration Test Results
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A-1
CPT-1
Total depth: 44.62 ft, Date: 8/19/2017Measured Groundwater Depth: 17.2 feet (pore pressure dissipation test) Cone Operator: Gregg Drilling & Testing Cone resistance qt
HAND AUGER
Tip resistance (tsf)
0 100 200 300 400
Depth (ft)
444240383634323028262422201816141210
86420
Cone resistance qt Pore pressure u
HAND AUGER
Pressure (psi)
0 50
Depth (ft)
444240383634323028262422201816141210
86420
Friction ratio Pore pressure u
HAND AUGER
Rf (%)
0 8642 10
Depth (ft)
444240383634323028262422201816141210
86420
Friction ratio SBT Index
Ic SBT
1 2 3 4
Depth (ft)
444240383634323028262422201816141210
86420
SBT Index Soil Behaviour Type
HAND AUGER
SBT (Robertson, 2010)
20 4 6 8 10 12 14 16 18
Depth (ft)
444240383634323028262422201816141210
86420
Soil Behaviour Type
Silty sand & sandy siltClayClay & silty clayClay & silty clayClayClay & silty clayClayClay & silty claySilty sand & sandy siltSilty sand & sandy siltClay & silty clayClay & silty claySilty sand & sandy siltSand & silty sandSilty sand & sandy siltSand & silty sandClayClay & silty clayClaySand & silty sandSandSand & silty sandSandSilty sand & sandy siltClayClay & silty claySilty sand & sandy silt Date Project No. Figure
SBT legend
1. Sensitive fine grained2. Organic material3. Clay to silty clay
4. Clayey silt to silty clay5. Silty sand to sandy silt6. Clean sand to silty sand
7. Gravely sand to sand8. Very stiff sand to clayey sand9. Very stiff fine grained
CONE PENETRATION TEST RESULTS
ROCKRIDGEGEOTECHNICAL 09/11/17 17-1365
675 & 685 EAST MIDDLEFIELD ROAD
Mountain View, California
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CPT-2
A-2
Total depth: 44.62 ft, Date: 8/19/2017Measured Groundwater Depth: 19.0 feet (pore pressure dissipation test) Cone Operator: Gregg Drilling & Testing Cone resistance qt
HAND AUGER
Tip resistance (tsf)
0 100 200 300
Depth (ft)
444240383634323028262422201816141210
86420
Cone resistance qt Pore pressure u
HAND AUGER
Pressure (psi)
0 50
Depth (ft)
444240383634323028262422201816141210
86420
Friction ratio Pore pressure u
HAND AUGER
Rf (%)
0 8642 10
Depth (ft)
444240383634323028262422201816141210
86420
Friction ratio SBT Index
Ic SBT
1 2 3 4
Depth (ft)
444240383634323028262422201816141210
86420
SBT Index Soil Behaviour Type
HAND AUGER
SBT (Robertson, 2010)
20 4 6 8 10 12 14 16 18
Depth (ft)
444240383634323028262422201816141210
86420
Soil Behaviour Type
Clay & silty clayClay & silty claySilty sand & sandy siltClay & silty claySilty sand & sandy siltClayClay & silty clayClay & silty claySilty sand & sandy siltSilty sand & sandy siltClay & silty claySilty sand & sandy siltSandSand & silty sandSilty sand & sandy siltClayClay & silty clayClaySilty sand & sandy siltSand & silty sandSand & silty sandSilty sand & sandy siltClay & silty clayClayClayClay & silty claySilty sand & sandy silt Date Project No. Figure
SBT legend
1. Sensitive fine grained2. Organic material3. Clay to silty clay
4. Clayey silt to silty clay5. Silty sand to sandy silt6. Clean sand to silty sand
7. Gravely sand to sand8. Very stiff sand to clayey sand9. Very stiff fine grained
CONE PENETRATION TEST RESULTS
ROCKRIDGEGEOTECHNICAL 09/11/17 17-1365
675 & 685 EAST MIDDLEFIELD ROAD
Mountain View, California
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CPT-3
A-3
Total depth: 44.62 ft, Date: 8/19/2017Measured Groundwater Depth: 20.5 feet (pore pressure dissipation test) Cone Operator: Gregg Drilling & Testing Cone resistance qt
HAND AUGER
Tip resistance (tsf)
0 200 400
Depth (ft)
444240383634323028262422201816141210
86420
Cone resistance qt Pore pressure u
HAND AUGER
Pressure (psi)
0 10 20
Depth (ft)
444240383634323028262422201816141210
86420
Friction ratio Pore pressure u
HAND AUGER
Rf (%)
0 8642 10
Depth (ft)
444240383634323028262422201816141210
86420
Friction ratio SBT Index
Ic SBT
1 2 3 4
Depth (ft)
444240383634323028262422201816141210
86420
SBT Index Soil Behaviour Type
HAND AUGER
SBT (Robertson, 2010)
20 4 6 8 10 12 14 16 18
Depth (ft)
444240383634323028262422201816141210
86420
Soil Behaviour Type
Clay & silty claySilty sand & sandy siltSand & silty sandClay & silty clayClayClay & silty clayClay & silty clayClayClay & silty clayClay & silty clayClayClay & silty clayClay & silty clayClayClay & silty clayClayClay & silty clayClay & silty claySand & silty sandSandSand & silty sandClayClaySilty sand & sandy siltSand & silty sandSandSandSand & silty sandSandSand & silty sand Date Project No. Figure
SBT legend
1. Sensitive fine grained2. Organic material3. Clay to silty clay
4. Clayey silt to silty clay5. Silty sand to sandy silt6. Clean sand to silty sand
7. Gravely sand to sand8. Very stiff sand to clayey sand9. Very stiff fine grained
CONE PENETRATION TEST RESULTS
ROCKRIDGEGEOTECHNICAL 09/11/17 17-1365
675 & 685 EAST MIDDLEFIELD ROAD
Mountain View, California
DRAFT
CPT-4
A-4
Total depth: 44.62 ft, Date: 8/19/2017Assumed Groundwater Depth: 19.0 feet Cone Operator: Gregg Drilling & Testing Cone resistance qt
HAND AUGER
Tip resistance (tsf)
0 200 400
Depth (ft)
444240383634323028262422201816141210
86420
Cone resistance qt Pore pressure u
HAND AUGER
Pressure (psi)
0 50 100
Depth (ft)
444240383634323028262422201816141210
86420
Friction ratio Pore pressure u
HAND AUGER
Rf (%)
0 8642 10
Depth (ft)
444240383634323028262422201816141210
86420
Friction ratio SBT Index
Ic SBT
1 2 3 4
Depth (ft)
444240383634323028262422201816141210
86420
SBT Index Soil Behaviour Type
HAND AUGER
SBT (Robertson, 2010)
20 4 6 8 10 12 14 16 18
Depth (ft)
444240383634323028262422201816141210
86420
Soil Behaviour Type
Silty sand & sandy siltClay & silty claySilty sand & sandy siltClayClay & silty claySand & silty sandSilty sand & sandy siltClayClay & silty clayClayClay & silty clayClay & silty clayClayClay & silty clayClayClay & silty claySilty sand & sandy siltSilty sand & sandy siltSilty sand & sandy siltSilty sand & sandy siltSilty sand & sandy siltSilty sand & sandy siltClay & silty clayClayClay & silty claySilty sand & sandy siltClay & silty claySand & silty sandSandSand & silty sandSand Date Project No. Figure
SBT legend
1. Sensitive fine grained2. Organic material3. Clay to silty clay
4. Clayey silt to silty clay5. Silty sand to sandy silt6. Clean sand to silty sand
7. Gravely sand to sand8. Very stiff sand to clayey sand9. Very stiff fine grained
CONE PENETRATION TEST RESULTS
ROCKRIDGEGEOTECHNICAL 09/11/17 17-1365
675 & 685 EAST MIDDLEFIELD ROAD
Mountain View, California
DRAFT
CPT-5
A-5
Total depth: 44.62 ft, Date: 8/19/2017Measured Groundwater Depth: 19.1 feet (pore pressure dissipation test) Cone Operator: Gregg Drilling & Testing Cone resistance qt
HAND AUGER
Tip resistance (tsf)
0 200 400
Depth (ft)
444240383634323028262422201816141210
86420
Cone resistance qt Pore pressure u
HAND AUGER
Pressure (psi)
0 50
Depth (ft)
444240383634323028262422201816141210
86420
Friction ratio Pore pressure u
HAND AUGER
Rf (%)
0 8642 10
Depth (ft)
444240383634323028262422201816141210
86420
Friction ratio SBT Index
Ic SBT
1 2 3 4
Depth (ft)
444240383634323028262422201816141210
86420
SBT Index Soil Behaviour Type
HAND AUGER
SBT (Robertson, 2010)
20 4 6 8 10 12 14 16 18
Depth (ft)
444240383634323028262422201816141210
86420
Soil Behaviour Type
Clay & silty clayClay & silty clayClayClay & silty clayClayClay & silty claySand & silty sandClay & silty clayClayClayClay & silty clayClaySilty sand & sandy siltSand & silty sandSandSandSandSand & silty sandClayClay & silty claySilty sand & sandy siltClay & silty claySilty sand & sandy siltSilty sand & sandy siltSand & silty sandSandSand & silty sandSilty sand & sandy siltClay & silty claySand Date Project No. Figure
SBT legend
1. Sensitive fine grained2. Organic material3. Clay to silty clay
4. Clayey silt to silty clay5. Silty sand to sandy silt6. Clean sand to silty sand
7. Gravely sand to sand8. Very stiff sand to clayey sand9. Very stiff fine grained
CONE PENETRATION TEST RESULTS
ROCKRIDGEGEOTECHNICAL 09/11/17 17-1365
675 & 685 EAST MIDDLEFIELD ROAD
Mountain View, California
DRAFT
CPT-6
A-6
Total depth: 44.62 ft, Date: 8/19/2017Assumed Groundwater Depth: 19.0 feet Cone Operator: Gregg Drilling & Testing Cone resistance qt
HAND AUGER
Tip resistance (tsf)
0 200 400
Depth (ft)
444240383634323028262422201816141210
86420
Cone resistance qt Pore pressure u
HAND AUGER
Pressure (psi)
0 50 100
Depth (ft)
444240383634323028262422201816141210
86420
Friction ratio Pore pressure u
HAND AUGER
Rf (%)
0 8642 10
Depth (ft)
444240383634323028262422201816141210
86420
Friction ratio SBT Index
Ic SBT
1 2 3 4
Depth (ft)
444240383634323028262422201816141210
86420
SBT Index Soil Behaviour Type
HAND AUGER
SBT (Robertson, 2010)
20 4 6 8 10 12 14 16 18
Depth (ft)
444240383634323028262422201816141210
86420
Soil Behaviour Type
Silty sand & sandy siltClay & silty clayClaySilty sand & sandy siltSilty sand & sandy siltSilty sand & sandy siltClayClay & silty claySand & silty sandSilty sand & sandy siltSilty sand & sandy siltSand & silty sandSandSandSand & silty sandSand & silty sandSilty sand & sandy siltClay & silty claySilty sand & sandy siltClay & silty claySilty sand & sandy silt Date Project No. Figure
SBT legend
1. Sensitive fine grained2. Organic material3. Clay to silty clay
4. Clayey silt to silty clay5. Silty sand to sandy silt6. Clean sand to silty sand
7. Gravely sand to sand8. Very stiff sand to clayey sand9. Very stiff fine grained
CONE PENETRATION TEST RESULTS
ROCKRIDGEGEOTECHNICAL 09/11/17 17-1365
675 & 685 EAST MIDDLEFIELD ROAD
Mountain View, California
DRAFT
CPT-7
A-7
Total depth: 44.62 ft, Date: 8/19/2017Measured Groundwater Depth: 19.2 feet (pore pressure dissipation test) Cone Operator: Gregg Drilling & Testing Cone resistance qt
HAND AUGER
Tip resistance (tsf)
0 200
Depth (ft)
444240383634323028262422201816141210
86420
Cone resistance qt Pore pressure u
HAND AUGER
Pressure (psi)
0 50 100
Depth (ft)
444240383634323028262422201816141210
86420
Friction ratio Pore pressure u
HAND AUGER
Rf (%)
86420 10
Depth (ft)
444240383634323028262422201816141210
86420
Friction ratio SBT Index
Ic SBT
1 2 3 4
Depth (ft)
444240383634323028262422201816141210
86420
SBT Index Soil Behaviour Type
HAND AUGER
SBT (Robertson, 2010)
86420 1 21 0 14 1 81 6
Depth (ft)
444240383634323028262422201816141210
86420
Soil Behaviour Type
Clay & silty clayClayClay & silty clayClayClay & silty clayClayClay & silty clayClay & silty claySilty sand & sandy siltClay & silty clayClay & silty clayClay & silty claySand & silty sandSandSilty sand & sandy siltSilty sand & sandy siltClay & silty claySilty sand & sandy silt Date Project No. Figure
SBT legend
1. Sensitive fine grained2. Organic material3. Clay to silty clay
4. Clayey silt to silty clay5. Silty sand to sandy silt6. Clean sand to silty sand
7. Gravely sand to sand8. Very stiff sand to clayey sand9. Very stiff fine grained
CONE PENETRATION TEST RESULTS
ROCKRIDGEGEOTECHNICAL 09/11/17 17-1365
675 & 685 EAST MIDDLEFIELD ROAD
Mountain View, California
DRAFT
675-685 E. Middlefield Road
Mountain View, CA 94043
Formal Planning Application
PL-2022-142
Prometheus Real Estate Group
Developer
PHASE I ENVIRONMENTAL SITE ASSESSMENT
Prepared By
RMD Environmental Solutions
APPENDIX D
DRAFT
PHASE l ENVIRONMENTAL SITE ASSESSMENT
675 & 685 East Middlefield Road
Mountain View, California 94043
01-PRO-015
Prepared for:
PREG Middlefield, LP
Prepared By:
1371 Oakland Boulevard, Suite 200
Walnut Creek, California 94596
October 28, 2022
Expiration Date: [March 13, 2023]
Phase I Environmental Site Assessment
675 & 685 East Middlefield Road, Mountain View, California October 28, 2022
TABLE OF CONTENTS
Page
i
1.0 INTRODUCTION ........................................................................................................... 1-1
1.1 Purpose.............................................................................................................. 1-1
1.2 Scope of Services............................................................................................... 1-1
1.3 Significant Assumptions..................................................................................... 1-2
1.4 Limitations and Exceptions ................................................................................ 1-2
1.5 User Reliance ..................................................................................................... 1-4
2.0 SITE AND VICINITY DESCRIPTION ............................................................................... 2-1
2.1 Current Ownership ............................................................................................ 2-1
2.2 Current Site Use and Improvements.................................................................. 2-1
2.3 Current Use of Adjoining and Surrounding Properties...................................... 2-1
2.4 Physical Setting.................................................................................................. 2-2
3.0 HISTORICAL REVIEW OF SITE AND VICINITY .............................................................. 3-1
3.1 Aerial Photographs ............................................................................................ 3-1
3.2 Topographic Maps............................................................................................. 3-1
3.3 Fire Insurance Maps........................................................................................... 3-1
3.4 City Directories .................................................................................................. 3-1
3.5 Chronological Summary..................................................................................... 3-1
4.0 REGULATORY DATABASE RECORDS REVIEW ............................................................. 4-1
4.1 Standard Environmental Record Sources .......................................................... 4-1
4.2 Additional Environmental Record Sources ........................................................ 4-2
4.3 Findings ............................................................................................................. 4-3
4.3.1 Subject Property ........................................................................................ 4-3
4.3.2 Surrounding Areas ..................................................................................... 4-4
4.3.3 Orphan Sites .............................................................................................. 4-5
5.0 REGULATORY AGENCY RECORDS REVIEW ................................................................. 5-1
5.1 Environmental Liens Search............................................................................... 5-1
5.2 Property Tax Map Search................................................................................... 5-1 Phase I Environmental Site Assessment
675 & 685 East Middlefield Road, Mountain View, California October 28, 2022
TABLE OF CONTENTS
Page
ii
5.3 Building Permit Search....................................................................................... 5-1
5.4 Oil and Gas Wells or Pipelines........................................................................... 5-2
5.5 Local Environmental Health Department and/or State Environmental Agency Records.......................................................................................................................... 5-2
5.5.1 Santa Clara County Department of Environmental Health ........................ 5-2
5.5.2 Santa Clara Valley Water District ............................................................... 5-2
5.5.3 Envirostor................................................................................................... 5-2
5.5.3.1 Subject Property ............................................................................... 5-3
5.5.3.2 Adjacent Sites................................................................................... 5-3
5.5.4 GeoTracker ................................................................................................ 5-3
5.5.4.1 Subject Property ............................................................................... 5-3
5.5.4.2 Adjacent Sites................................................................................... 5-3
5.5.5 Air Quality Management District ............................................................... 5-3
6.0 USER PROVIDED INFORMATION ................................................................................. 6-1
6.1 User Questionnaire ............................................................................................ 6-1
6.2 User Provided Information................................................................................. 6-2
6.2.1 Soil Management Plan, July 2017.............................................................. 6-2
6.2.2 Phase I Environmental Site Assessment, September 2017........................ 6-2
6.2.3 Phase II Site Investigation, October 2022.................................................. 6-2
7.0 SITE RECONNAISSANCE .............................................................................................. 7-1
7.1 On-Site Interviews.............................................................................................. 7-1
7.2 Site Reconnaissance Summary........................................................................... 7-1
8.0 CONDITIONS OUTSIDE THE SCOPE OF ASTM E 1527-21 ......................................... 8-1
9.0 CONCLUSIONS AND OPINIONS .................................................................................. 9-1
10.0 REFERENCES ............................................................................................................... 10-1
11.0 ENVIRONMENTAL PROFESSIONALS ......................................................................... 11-1
11.1 Signatures of Responsible Environmental Professionals.................................. 11-1 Phase I Environmental Site Assessment
675 & 685 East Middlefield Road, Mountain View, California October 28, 2022
TABLE OF CONTENTS
Page
iii
11.2 Qualifications of Responsible Environmental Professionals............................. 11-1 Phase I Environmental Site Assessment
675 & 685 East Middlefield Road, Mountain View, California October 28, 2022
iv
TABLES
Page
Table 3-1: Historical Document Review .................................................................................... 3-2 Table 4-1: Summary of Environmental Database Information .................................................. 4-1 Table 4-2: Additional Environmental Record Sources............................................................... 4-3 Table 6-1: User Provided Information ....................................................................................... 6-1 Table 7-1: Site Reconnaissance Summary................................................................................. 7-1
FIGURES
Figure 1 Site Location Map
Figure 2 Site Plan
APPENDICES
Appendix A Site Photographs
Appendix B Environmental Data Resources Report
Appendix C Aerial Photograph Report
Appendix D Topographic Map Report
Appendix E Sanborn Map Report
Appendix F City Directory Report
Appendix G Environmental Lien and AUL Report
Appendix H Property Tax Map Report
Appendix I Building Permit Report
Appendix J Regulatory Agency Files
Appendix K User Provided Information
Phase I Environmental Site Assessment
675 & 685 East Middlefield Road, Mountain View, California October 28, 2022
v
EXECUTIVE SUMMARY
RMD Environmental Solutions, Inc. (RMD) performed this Phase I Environmental Site Assessment (Phase I ESA) of the property located at 675 & 685 East Middlefield Road in Mountain View, California, (Subject Property) on behalf of PREG Middlefield, LP. The Subject Property is identified as Santa Clara County Assessor’s Parcel Number (APN) 160-60-013 and encompasses approximately 10.6 acres. The Subject Property is currently developed with two commercial buildings occupied by a technology company and a medical device business.
This assessment has revealed the following recognized environmental conditions (RECs) with respect to the Subject Property:
• Based on the results of the Phase II Site Investigation (Phase II) conducted in 2022 and the 2011 excavation activities, organochlorine pesticides (OCPs) have impacted the subsurface, likely from the historical agricultural use of the Subject Property. Although a soil management plan (SMP) has been prepared for the Subject Property, the SMP does not appear to have been approved by a regulatory agency.
De Minimis Condition
Detected concentrations of volatile organic compounds (VOCs) and total petroleum hydrocarbons (TPH) in the groundwater and/or soil vapor samples of the Phase II. Based on the low concentrations reported and considering the anticipated land use (groundwater is not being used as potable water and at least one level of garage beneath occupied spaces), these detections are considered a de minimis condition.
Controlled Recognized Environmental Condition
This assessment has revealed no evidence of a controlled recognized environmental condition.
Historic Recognized Environmental Condition
This assessment has revealed no evidence of an historical recognized environmental condition (HREC).
Vapor Migration
Based on the results of the Phase II, vapor migration at the Subject Property is not anticipated.
Phase I Environmental Site Assessment
675 & 685 East Middlefield Road, Mountain View, California October 28, 2022
vi
Data Gaps
No data gaps were identified during the preparation of this Phase I ESA.
Phase I Environmental Site Assessment
675 & 685 East Middlefield Road, Mountain View, California October 28, 2022
1-1
1.0 INTRODUCTION
1.1 Purpose
RMD Environmental Solutions, Inc., (RMD) has prepared this Phase I Environmental Site Assessment (ESA) at the request of PREG Middlefield, LP (PREG). The purpose of this Phase I ESA is to perform all appropriate inquiries into the previous ownership and uses of the Subject Property consistent with good commercial or customary practice for redevelopment of the Subject Property and to permit PREG to qualify for one of the landowner liability protections as identified by the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA).
1.2 Scope of Services
This project was performed in accordance with the proposal dated September 16, 2022. The scope of services was to perform a Phase I ESA in a manner generally consistent with the American Society for Testing and Materials (ASTM) Standard Designation: E-1527-21 “Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process,” and the United States Environmental Protection Agency’s (USEPA’s) Standards and Practices for All Appropriate Inquiries (AAI), 40 CFR, Part 312.
The scope of services comprising this Phase I ESA was conducted to provide a reasonable level of investigation to identify recognized environmental conditions (RECs). As defined by ASTM standards, the term REC means (1) the presence of hazardous substances or petroleum products in, on, or at the Subject Property due to a release to the environment; (2) the likely presence of hazardous substances or petroleum products in, on, or at the Subject Property due to a release or likely release to the environment; or (3) the presence of hazardous substances or petroleum products in, on, or at the Subject Property under conditions that pose a material threat of a future release to the environment. The term is not intended to include de minimis conditions that are related to a release that generally does not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. Any historical REC (HREC) or controlled REC (CREC) as defined by ASTM E1527-21 that were identified during the assessment are discussed in this report, as applicable.
Phase I Environmental Site Assessment
675 & 685 East Middlefield Road, Mountain View, California October 28, 2022
1-2
1.3 Significant Assumptions
RMD has performed the historical and environmental record searches in accordance with current ASTM and industry practice. The data, findings, and conclusions presented in this Phase I ESA are based upon a detailed search, review, and analysis of the documents and interviews as well as observations made during the site reconnaissance. Conclusions reached regarding the conditions of the Subject Property do not represent a warranty that all areas within the Subject Property are of a similar quality as may be inferred from observable Subject Property conditions and available Subject Property history. As stated in the ASTM standard, no Phase I ESA can wholly eliminate uncertainty regarding the potential for environmental liability in connection with the Subject Property. RMD’s evaluation and analysis are intended to reduce, not eliminate, the potential for conditions that result in liability for the end user of this Phase I ESA.
1.4 Limitations and Exceptions
This report was prepared as a result of a contractual agreement that defined the approach and scope of services to be employed during the course of the investigation. The opinions and conclusions expressed in this study have been based strictly on the results of these contracted services. The scope of this Phase I ESA is intended to aid in the evaluation of RECs. The services provided by RMD should not be construed as a warranty or guarantee that no RECs exist at the Subject Property or that all RECs have been uncovered. No conclusions are stated or implied concerning the suitability of the Subject Property for its eventual use. This document is not intended for purposes other than those expressly set forth herein or for use by parties other than for whom it has been prepared.
As limited by the ASTM Standard for Phase I ESAs and RMD’s scope of work, this project was non-intrusive in nature and did not include any sampling or testing of soils, groundwater, surface water, or other materials. Additionally, unless specifically described in this report, RMD’s scope of work explicitly excluded issues that are outside the scope of ASTM E1527-21 and may constitute a business environmental risk as defined by ASTM.
ASTM Standard Practice E1527-21 recognizes inherent limitations for Phase I ESAs, including, but not limited to:
• Uncertainty Not Eliminated - No ESA can wholly eliminate uncertainty regarding the potential for RECs in connection with a Subject Property. Performance of this practice is intended to reduce, but not eliminate, uncertainty regarding the potential for RECs in Phase I Environmental Site Assessment
675 & 685 East Middlefield Road, Mountain View, California October 28, 2022
1-3
connection with a Subject Property, and this practice recognizes reasonable limits of time and cost.
• Not Exhaustive – “All appropriate inquiries” does not mean an exhaustive assessment of a property. There is a point at which the cost of information obtained, or the time required to gather it, outweighs the usefulness of the information and, in fact, may be a material detriment to the orderly completion of transactions. • Level of Inquiry Is Variable - Not every property will warrant the same level of assessment.
Consistent with good commercial and customary standards and practices as defined at 42 U.S.C. § 9601(35)(B), the appropriate level of environmental site assessment will be guided by the type of property subject to assessment, the expertise and risk tolerance of the user, future intended uses of the subject property disclosed to the environmental professional, and the information developed in the course of the inquiry.
In general, the USEPA does not regulate indoor air quality except to the extent that indoor air impacts are caused by releases of hazardous substances into subsurface soil or groundwater (vapor intrusion). ASTM E1527-21 defines “migrate” and “migration” refers to the movement of hazardous substances or petroleum products in any form, including, for example, solid and liquid at the surface or subsurface, and vapor in the subsurface. Vapor migration in the subsurface is described in Guide E2600 – Guide for Vapor Encroachment Screening on Property Involved in Real Estate Transaction; however, nothing in ASTM E1527-21 requires application of the Guide E2600 standard to achieve compliance with all appropriate inquiries.
A Phase I ESA meeting or exceeding this practice is presumed to be valid when completed within the last 180 days. A Phase I ESA meeting or exceeding this practice and for which the information was collected or updated within one year may be used provided that the following components of the ESA were conducted or updated within 180 days:
• Interviews with owners, operators, and occupants (completed September 23, 2022); • Searches for recorded environmental cleanup liens (completed September 15, 2022); • Reviews of federal, tribal, state, and local government records (completed September 16, 2022);
• Visual inspections of the property and of adjoining properties (completed September 23, 2022), and;
Phase I Environmental Site Assessment
675 & 685 East Middlefield Road, Mountain View, California October 28, 2022
1-4
• The declaration by the environmental professional responsible for the assessment or update (completed October 28, 2022).
1.5 User Reliance
This report documents the Phase I ESA of the Subject Property performed by RMD in general accordance with ASTM 1527-21 and the USEPA Standards and Practices for All Appropriate Inquiries, 40 CFR 312. The findings, opinions and conclusions of this Phase I ESA are for the confidential and exclusive use of PREG, its affiliates, employees, agents, successors, and assigns.
Reliance on this report for any use by parties other than specifically stated is prohibited without the express written consent of RMD and PREG, and such use is at the sole risk of the user.
Phase I Environmental Site Assessment
675 & 685 East Middlefield Road, Mountain View, California October 28, 2022
2-1
2.0 SITE AND VICINITY DESCRIPTION
The Subject Property is identified as Santa Clara County Assessor’s Parcel Number (APN) 160-60-013. The Subject Property encompasses approximately 10.6 acres. The Subject Property is located at 675 & 685 East Middlefield Road in Mountain View, California, in a commercial and light industrial area. The Subject Property is bordered by Santa Clara Valley Transportation Authority (VTA) light rail tracks to the north, commercial buildings to the east, the 237 Freeway to the south, and residences to the west. The Subject Property is shown on a Site Location Map that is provided as Figure 1 and a Site Plan which is provided as Figure 2.
Photographs that were taken of the Subject Property and immediate area during RMD’s site reconnaissance visit (detailed in Section 7.0) are provided in Appendix A.
2.1 Current Ownership
The Subject Property is currently owned by PREG Middlefield, LP. Ownership information is provided in the Environmental Lien Search Report, discussed further in Section 5.1.
2.2 Current Site Use and Improvements
The Subject Property is developed with two (2) two-story commercial concrete tilt-up buildings.
The buildings are currently occupied as follows:
• 675 Middlefield Road (approximately 58,584 square feet) – JD.com, a technology company; and
• 685 Middlefield Road (approximately 117,113 square feet) – Siemens, a medical device business.
2.3 Current Use of Adjoining and Surrounding Properties • NORTH: VTA light rail tracks with businesses beyond;
• EAST: East Middlefield Road and Ferguson Drive with businesses beyond; • SOUTH: Ferguson Drive with the 237 Freeway and businesses beyond; and, • WEST: Residential complex.
Phase I Environmental Site Assessment
675 & 685 East Middlefield Road, Mountain View, California October 28, 2022
2-2
2.4 Physical Setting
Based on Subject Property observations and United States Geological Survey (USGS) topographic map of the area, the Subject Property is relatively level and is situated at an elevation of approximately 75 feet above mean sea level (amsl). The Subject Property is relatively flat with a slight regional slope to the northeast.
The Subject Property is located within the Santa Clara Valley Groundwater Basin, within the Coast Ranges Geomorphic province. The regional geology is composed of alluvial fan deposits of Holocene age characterized by medium dense to dense gravelly sand or sandy gravel that grades upward to sandy or silty clay (Helley et al., 1994). The San Jose fault zone is inferred to be located approximately 0.53 miles to the north.
Information compiled from the California Environmental Protection Agency, State Water Resources Control Board website, http://geotracker.waterboards.ca.gov/ (GeoTracker), indicates that depth to first groundwater ranges from approximately 8.80 to 19.36 feet below the top of casing based on data collected in April 2014, from the Hewlett Packard Site (Global ID SL18209589) located adjacent to the north of the Subject Property. Data collected from that site indicates that the groundwater gradient was to the north-northeast (Stantec Consulting Services Inc., 2014). Based on a Phase II Site Investigation (Phase II) completed by RMD in October 2022, groundwater was initially encountered between 18.5 feet below ground surface (bgs) and 24.5 feet bgs. Groundwater stabilized between 17.5 feet bgs and 23.5 feet bgs (RMD, 2022).
Shallow sediments beneath the Subject Property are anticipated to be characterized by finegrained soil including clay loam (Appendix B). Based on the Phase II completed by RMD in October 2022, shallow soil to approximately 11 feet bgs was characterized by silty sand with various amounts of gravel. Deeper soil to 28 feet bgs was characterized by silt or clay with varying amounts of sand and gravel (RMD, 2022).
The Subject Property is approximately 0.95 miles east-southeast of Stevens Creek and 2.2 miles south of the San Francisco Bay. RMD’s review of Federal Emergency Management Agency’s (FEMA) Flood Insurance Rate Map (FIRM) indicates that the Subject Property is not located within the 100-year nor 500-year flood zones (Appendix B). According to the United States Fish and Wildlife Service (FWS) National Wetlands Inventory, no wetlands are located on the Subject Property.
Phase I Environmental Site Assessment
675 & 685 East Middlefield Road, Mountain View, California October 28, 2022
3-1
3.0 HISTORICAL REVIEW OF SITE AND VICINITY
RMD reviewed reasonably ascertainable records documenting the history of the use of the Subject Property and adjoining properties. A chronological summary of historical data found, including but not limited to aerial photographs, historical city directories, and Sanborn fire insurance maps is provided in this section. Sources of information reviewed as part of this assessment are as follows.
3.1 Aerial Photographs
Digital aerial photographs dated 1939, 1948, 1950, 1956, 1963, 1968, 1974, 1979, 1982, 1991, 1998, 2006, 2009, 2012, and 2016 provided by Environmental Data Resources, Inc. (EDR) were reviewed by RMD. Copies of aerial photographs are included in Appendix C.
3.2 Topographic Maps
EDR provided historic topographic maps with coverage of the Subject Property dated 1897, 1899, 1902, 1943, 1947, 1948, 1953, 1961, 1968, 1973, 1995, 1997, 2012, 2015, and 2018.
Copies of the topographic maps are included in Appendix D.
3.3 Fire Insurance Maps
EDR did not provide historic fire insurance maps of the Subject Property. The Subject Property is unmapped. The Sanborn Map Report is included in Appendix E.
3.4 City Directories
EDR provided information from historic city directories dated from 1968 through 2017. Historical city directories, listed by street address, are frequently useful in documenting the historical occupancy of properties in urban or otherwise incorporated areas that have a significant history of developed commercial use. The City Directory Report is included in Appendix F.
3.5 Chronological Summary
A summary of the Subject Property history from the above sources is included below.
Phase I Environmental Site Assessment
675 & 685 East Middlefield Road, Mountain View, California October 28, 2022
3-2
Table 3-1: Historical Document Review
Period Source Subject Property Description Adjacent Site Descriptions 1890s 1897 and
1899
Topographic
Maps
The Subject Property does not
appear to have structures.
A public right-of-way is located to
east. The adjacent areas do not
appear to be developed.
1900s 1906
Topographic
Map
There is little change in the
Subject Property from the
1899 topographic map.
There is little change in the adjacent
sites from the 1899 topographic map.
1930s 1939 Aerial
Photograph
The entire Subject Property
appears to be developed
agriculturally with no structures.
A public right-of-way is located to the
west of the Subject Property. The
surrounding areas, including beyond
the public right-of-way, are
developed agriculturally.
1940s 1943, 1947,
and 1948
Topographic
Maps
1948 Aerial
Photograph
There is little change to the
Subject Property from the 1939
aerial photograph.
There is little change to the
surrounding areas from the 1939
aerial photograph.
A railroad right-of-way is located west
of the Subject Property in the 1940s
topographic maps.
1950s
1950 and
1956 Aerial
Photographs
1953
Topographic
Map
In 1950, there is little change to
the Subject Property from the
1948 aerial photograph.
Between 1950 and 1953, two
small buildings are developed on
the southern portion of the
Subject Property.
In 1950, there is little change to the
surrounding areas from the 1948
aerial photograph.
Between 1950 and 1953, the area
east, across the public right-of-way,
appears to be developed with large
commercial/industrial buildings.
The 1953 topographic map identifies
the railroad right-of-way west of the
Subject Property as part of Southern
Pacific.
Phase I Environmental Site Assessment
675 & 685 East Middlefield Road, Mountain View, California October 28, 2022
3-3
Table 3-1: Historical Document Review
Period Source Subject Property Description Adjacent Site Descriptions 1960s 1961 and
1968
Topographic
Maps
1963 and
1968 Aerial
Photographs
In 1963, a total of six commercial/
industrial buildings are located on
the southern and eastern portions
of the Subject Property. By 1968,
additional commercial/industrial
buildings are located on the
central and northern portions of
the Subject Property.
In 1963, the areas northeast,
southeast, and southwest of the
Subject Property appear to be
developed agriculturally.
Commercial/industrial developments
appear to be located the northwest,
north, and east across the public
rights-of-way. By 1968, the area
northeast of the Subject Property,
across the public right-of-way, is also
developed commercially/industrially.
1970s 1973
Topographic
Map
1974 and
1979 Aerial
Photographs
1975 City
Directory
In 1974, there is little change in
the Subject Property from the
1968 aerial photograph.
The Subject Property is not
completely covered in the 1979
aerial photograph. In the
northern portion of the Subject
Property that is visible the
commercial/industrial buildings
appear to have been demolished.
A residence is listed on the
Subject Property.
There is little change in the adjacent
sites from the 1968 aerial
photograph. The areas east, south,
and southwest are not covered in the
1979 aerial photograph.
The Technicon Medical Information
Systems Corporation is listed to the
northeast, across East Middlefield
Road, at 590 East Middlefield Road.
Hewlett Packard is listed to the
northeast across East Middlefield
Road, at 690 East Middlefield Road.
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Table 3-1: Historical Document Review
Period Source Subject Property Description Adjacent Site Descriptions 1980s 1980, 1982,
and 1986
City
Directories
1982 Aerial
Photograph
By 1982, the Subject Property is
developed with two commercial
buildings and appears in the
present-day configuration.
Bell North Research (BNR) is
listed on the Subject Property.
The area southeast of the Subject
Property, across the public right-ofway, has reduced the agricultural development. There is little other
change in the adjacent sites from the
1974 and 1979 aerial photographs.
Fairchild Test Systems Group and
Digital Equipment Group are listed to
the northeast, across East Middlefield
Road, at 590 East Middlefield Road.
Hewlett Packard is listed to the
northeast across East Middlefield
Road, at 690 East Middlefield Road.
Daisy Systems Corporation is listed
across the intersection of East
Middlefield Road and the Southbay
Freeway, to the east at 700 East
Middlefield Road.
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Table 3-1: Historical Document Review
Period Source Subject Property Description Adjacent Site Descriptions 1990s 1991, 1994
and 1999
City
Directories
1991 and
1998 Aerial
Photographs
There is little change in the
Subject Property from the 1982
aerial photograph.
Northern Telecom, Inc., Global
MVLG Communications, and BNR
are listed on the Subject Property
in 1994. Netscape
Communications is listed on the
Subject Property in 1999.
In 1991, there is little change in the
adjacent sites from the 1982 aerial
photograph.
By 1998, the area southeast of the
Subject Property, across the public
right-of-way, has been developed
commercially/industrially.
The Santa Clara County Probation
Department is listed to the northeast,
across East Middlefield Road, at
590 East Middlefield Road. Hewlett
Packard is listed to the northeast
across East Middlefield Road, at 690
East Middlefield Road. Synopsys,
Inc., and Optimal Solutions
Incorporated are listed across the
intersection of East Middlefield Road
and the Southbay Freeway, to the
east at 700 East Middlefield Road.
Frosty’s Trees and Micro Focus Inc.
are listed southeast of the Subject
Property, across East Middlefield
Road at 701 East Middlefield Road.
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Table 3-1: Historical Document Review
Period Source Subject Property Description Adjacent Site Descriptions 2000s 2001, 2004,
and 2009
City
Directories
2006 and
2009 Aerial
Photographs
There is little change in the
Subject Property from the 1998
aerial photograph.
Verisign Inc. is listed on the
Subject Property in 2009.
The area southwest of the Subject
Property is vacant. There is little
other change in the adjacent sites
from the 1998 aerial photograph.
The Santa Clara County Probation
Department is listed to the northeast,
across East Middlefield Road, at 590
East Middlefield Road. Hewlett
Packard is listed to the northeast
across East Middlefield Road, at 690
East Middlefield Road. Insilicon
Corporation, Virtio Corporation,
Integrated Systems Engineering Inc.,
Optimal Solutions Inc., and Avanti
Corporation are listed across the
intersection of East Middlefield Road
and the Southbay Freeway, to the
east at 700 East Middlefield Road.
Micro Focus, Merant Inc., Alcatel IP
Networks Inc., and Serena Software
Inc. ate listed southeast of the Subject
Property, across East Middlefield
Road at 701 East Middlefield Road.
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Table 3-1: Historical Document Review
Period Source Subject Property Description Adjacent Site Descriptions 2010s 2012, 2015,
and 2018
Topographic
Maps
2012 and
2016 Aerial
Photographs
2014 and
2017 City
Directories
There is little change in the
Subject Property from the 2009
aerial photograph.
Siemens AG is listed on the
Subject Property in 2017.
There is little change in the adjacent
sites from the 2009 aerial
photographs. The railroad right-ofway historically identified west of the Subject Property is no longer shown
on the topographic maps.
Omnicell Inc., is listed to the
northeast, across East Middlefield
Road, at 590 East Middlefield Road.
Kilroy Realty and Synopsys Inc. are
listed to the northeast across East
Middlefield Road, at 690 East
Middlefield Road. Synopsys Inc. is
listed across the intersection of East
Middlefield Road and the Southbay
Freeway, to the east at 700 East
Middlefield Road
Based on the review of historical records, the Subject Property was developed for agricultural use through at least the 1940s. Between 1950 and 1953, two small buildings were located on the southern portion of the Subject Property. Commercial/industrial buildings were located on the Subject Property by 1963. The commercial/industrial development increased through 1968.
The Subject Property appeared to be redeveloped in the 1970s and by 1982, the current commercial/industrial buildings were on-site. Companies operating on the Subject Property since the 1980s included research companies, telecommunication companies, and technology companies. Depending on the operations of the commercial companies on the Subject Property, which may include the use of hazardous materials and the generation of hazardous waste, there is a potential for impacts to the subsurface. The Subject Property operators are discussed further in Section 4.3.1.
Based on the review of historical records, the surrounding areas were developed agriculturally by the late-1930s. A railroad right-of-way was located adjacent to the west from at least 1943 through 1997. Between 1950 and 1953, the area to the east, across the public right-of-way was developed commercially/industrially. By the late 1960s, the areas to the northwest, north, and northeast were also developed commercially/industrially. By the late 1980s, the area southeast, Phase I Environmental Site Assessment
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across the public right-of-way was developed commercially/industrially. By the mid-2000s, the area to the southwest was vacant and remained vacant through at least 2016. Hewlett Packard was listed northeast of the Subject Property from at least 1975 though 2004 at 690 East Middlefield Road. Depending on the operations of the adjacent industrial companies, which may include the use of hazardous materials and the generation of hazardous waste, there is a potential for impacts to the subsurface. The operators of adjacent sites are discussed further in Section 4.3.2.
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4.0 REGULATORY DATABASE RECORDS REVIEW
4.1 Standard Environmental Record Sources
Consistent with ASTM E1527-21, customary and usual practices, RMD obtained and reviewed environmental databases and records to characterize the obvious and apparent uses of the Subject Property. RMD retained EDR to provide a database and records search report (Appendix B). RMD has reviewed the listings provided by the database report and evaluated whether these listings should be considered RECs, and discusses listings pertaining to the Subject Property, adjoining properties, or that are considered to be RECs in the sections below.
Environmental record sources required by the ASTM standard, and included in RMD’s review, are listed below in Table 4-1.
Table 4-1: Summary of Environmental Database Information Environmental Record
Search
Distance
(Miles)
No. of
Sites
Listed
Subject
Property
Listed?
Federal National Priorities Sites List (NPL) 1.0 4 No
Federal Delisted NPL Sites 1.0 0 No
Federal SEMS Sites (Former CERCLIS) 0.5 5 No
Federal SEMS Archive Sites (Former CERCLIS NFRAP) 0.5 5 No Federal RCRA CORRACTS Facilities 1.0 3 No
Federal RCRA Non-CORRACTS TSD Facilities List 0.5 2 No
Federal RCRA Generators List 0.25 26 No
Federal Institutional Control / Engineering Control Registries (IC/EC)
0.5 4 No
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Table 4-1: Summary of Environmental Database Information Environmental Record
Search
Distance
(Miles)
No. of
Sites
Listed
Subject
Property
Listed?
Federal Emergency Response Notification System (ERNS)
List
Site 0 No
State / Tribal-Equivalent Landfill and Solid Waste Disposal Sites
0.5 0 No
State/ Tribal-Equivalent Hazardous Waste Facilities
(ENVIROSTOR)
1.0 31 No
State / Tribal-Equivalent Leaking Storage Tank and Spills, Leaks, Investigation and Cleanup Sites (LUST/SLIC)
0.5 29 No
State / Tribal Registered Storage Tank List 0.25 6 No
State / Tribal Voluntary Cleanup Sites (VCP) 0.5 2 No
State / Tribal Brownfields Sites 0.5 2 No
4.2 Additional Environmental Record Sources
The ASTM E1527-21 standard provides for review and analysis of additional environmental record sources during the performance of a Phase I ESA at the discretion of the environmental professional. Relevant factors in determining whether additional environmental records sources should be reviewed include, but are not limited to:
• The completeness of data provided by standard environmental record sources; • Whether additional environmental records sources are reasonably ascertainable; • Whether additional environmental record sources are useful, accurate, and complete in light of the records review objectives; and,
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• Whether additional environmental record sources are customarily obtained pursuant to the type of commercial real estate transaction involved.
A full list of other non-ASTM databases that were included in the review are included in the EDR Report (Appendix B) and include the following.
Table 4-2: Additional Environmental Record Sources
Environmental Record
Search
Distance
(Miles)
No. of
Sites
Listed
Subject
Property
Listed?
U. S. Brownfields 0.50 0 No
Local Lists of Landfill / Solid Waste Disposal Sites 0.50 0 No Local Lists of Hazardous Waste / Contaminated Sites 1.00 18 No Local Lists of Registered Storage Tanks 0.25 11 No
DryCleaners / CA Dry Cleaners 0.25 0 No
EDR Hist Auto 0.125 0 No
EDR Hist Cleaners 0.125 0 No
Local Land Records 0.5 1 No
Records of Emergency Release Reports Site 0 No
4.3 Findings
4.3.1 Subject Property
The Subject Property at 675 and 685 East Middlefield Road is listed in the RCRA NONGEN / NLR, FINDS, ECHO, HWTS, CUPA LISTINGS, HAZNET, CERS, EMI, HWTS, and CIWQS databases. Siemens Medical Solutions, Symantec, JD.com, Verisign, Middlefield Crossing, and 1X Northern Telecom are listed as handlers of hazardous waste at the Subject Property. 1X Bell Phase I Environmental Site Assessment
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Northern Research is listed as a generator of halogenated solvents, including tetrachloroethene (PCE), at the Subject Property in 1983 and 1985. No violations were noted.
4.3.2 Surrounding Areas
There are several listings in the EDR report for off-site facilities within applicable ASTM search radii. Several of these listings (i.e., small quantity hazardous waste generators, registered and historical underground storage tanks [USTs], solid waste disposal sites, permitted hazardous waste facilities), by themselves, are not necessarily indicative of a contamination concern. The following adjacent and vicinity sites were evaluated for potential impacts to the Subject Property. • Intel Corp. (Mountain View Plant), 365 East Middlefield Road – This listing is one of three sites associated with the Middlefield-Ellis-Whisman (MEW) Superfund Study Area. The southeastern portion of the study area is located approximately 270 feet northwest (crossgradient) of the Subject Property. This site is included in the NPL, HWTS, SEMS, RCRASQG, US Eng Controls, US Inst Controls, ROD, PRP, FINDS, ECHO, and HAZNET databases. Intel Corp. manufactured semiconductors at the site between 1968 and 1981.
Monitoring wells on the site are impacted with trichloroethene (TCE), xylene, vinyl chloride, and 1,1- and trans-1,2-dichloroethene (DCE). Impacts are believed to have resulted from leaking underground solvent tanks. Since early 1982, groundwater pumping and treatment by carbon adsorption at the site. Remediation has also included the removal of approximately 4,600 cubic yards of impacted soil. Based on the most recent five-year report prepared in 2019, impacts to groundwater and soil vapor do not extend past the study area. Based on the active remediation being conducted on the site and the results of the Phase II completed on the Subject Property discussed in Section
6.2, RMD does not consider this site a REC with respect to the Subject Property. • Hewlett Packard, 690 East Middlefield Road – This listing is located adjacent, east (downgradient) of the Subject Property, across East Middlefield Road. This site is listed in the CPS-SLIC, DEED, WDS, CERS, CUPA LISTINGS, ENF, HIST CORTESE, NPDES, CIWQS, HWTS, CORTESE, and HAZNET databases. Hewlett Packard historical operations at the site included metal cleaning, polishing, coating and painting, and production and testing of magnetic head assemblies. Operations included use of degreasers, paint thinners, acids, and detergents, and a variety of other hazardous waste.
Subsurface investigations began in 1983 and identified VOC contamination at the site.
Remediation oversight was provided by the RWQCB and included AST and UST removal, Phase I Environmental Site Assessment
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operation of a groundwater pump and treat system, soil vapor extraction, and groundwater monitoring. The RWQCB determined that pollutant sources had been remediated to the extent feasible and land use restrictions mitigated risks to human health and the environment. The case was closed in 2016. Based on the closed regulatory status, downgradient location, and the results of the Phase II completed on the Subject Property discussed in Section 6.2, RMD does not consider this site a REC with respect to the Subject Property.
• 590 East Middlefield Road – This listing is located adjacent, east (downgradient) of the Subject Property, across East Middlefield Road. This site is listed in the CERS HAZ WASTE, CUPA LISTINGS, and CERS databases. Omnicell and SCC FAF – Mountain View Network Furlough are listed as generators of hazardous waste at the site. No information about type or quantities of waste generated was available. No violations were noted.
Based on the downgradient location, RMD does not consider this site a REC with respect to the Subject Property.
• Microscience International, 575 East Middlefield Road – This site is located adjacent, north (downgradient) of the Subject Property, across East Middlefield Road. This site is listed in the RCRA-SQG, FINDS, and ECHO databases. Microscience International is listed as a small quantity generator of hazardous waste at the site. No information about type or quantities of waste generated was available. No violations were noted. Based on the downgradient location, RMD does not consider this site a REC with respect to the Subject Property.
4.3.3 Orphan Sites
Unmappable sites cannot be plotted due to inaccurate or incomplete addresses. Five unmappable listings were identified in the EDR Report. Based on the information provided by the listings, regulatory status and/or distance, RMD does not consider the orphan site listing to be a RECs with respect to the Subject Property.
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5.0 REGULATORY AGENCY RECORDS REVIEW
Records were reviewed associated with the Subject Property to identify any current or previous reports of hazardous substance use, storage, and/or unauthorized releases that may have impacted the Subject Property. In addition, information pertaining to activity and use limitation (AULs), defined as legal or physical restrictions, or limitations on the use of, or access to, a site or facility, was obtained.
5.1 Environmental Liens Search
RMD reviewed the environmental lien report provided by EDR. No environmental liens or AULs were associated with the Subject Property. The Environmental Lien and AUL Report is included in Appendix G.
5.2 Property Tax Map Search
EDR performed a property tax map search for the Subject Property. The Property Tax Map Report is presented in Appendix H.
5.3 Building Permit Search
EDR performed a building permit search for the Subject Property and surrounding areas and found records from 1999 through the present.
Building permits associated with the Subject Property included tenant improvements, signs, HVAC, fire, and seismic upgrades, elevator modifications, installation of fume hoods and eyewash station, installation of fire suppression systems and sound proofing.
Permits associated with the surrounding areas included tenant improvements, and installation of fire suppression systems and signs.
The City of Mountain View provided a building permit history for the Subject Property (Appendix J) that included:
• 1980 – building permits for unspecified work
• 1987 – installation of fire sprinklers
• 1992 – tenant improvements
• 1993 – installation of fire sprinklers
• 1994 – installation of fire alarm
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• 1996 – tenant improvements and signs, installation of fire sprinklers • 1998 – tenant improvements and signs, installation of cellular site, installation of fire sprinklers
• 2000 – permit to install a backup generator
• 2001 – installation of fire alarm, tenant improvements • 2002 – tenant improvements and installation of fire sprinklers • 2005 – tenant improvements, replace cooling tower, and installation of fire sprinklers • 2006 – tenant improvements, HVAC upgrades, and installation of fire sprinklers • 2012 – tenant improvements
• 2013 – tenant improvements
5.4 Oil and Gas Wells or Pipelines
An online search was conducted utilizing websites for California Department of Conservation, Geologic Energy Management Division (CalGEM) and National Pipeline Mapping System (NPMS). No oil or gas wells or pipelines were located within 500 feet of the Subject Property (Appendix J).
5.5 Local Environmental Health Department and/or State Environmental Agency Records
5.5.1 Santa Clara County Department of Environmental Health The Santa Clara County Department of Environmental Health (ACDEH) provided records associated with the hazardous materials program compliance reporting for JD.com and Siemens (Appendix J).
5.5.2 Santa Clara Valley Water District
The Santa Clara Valley Water District did not have records associated with the Subject Property (Appendix J).
5.5.3 Envirostor
RMD submitted a file review request to DTSC. DTSC had no records associated with the Subject Property (Appendix J). RMD also completed a search of the DTSC web-based data management system (Envirostor) on October 24, 2022.
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5.5.3.1 Subject Property
There were no records associated with the Subject Property available on the Envirostor website.
5.5.3.2 Adjacent Sites
There were no records associated with sites adjacent to the Subject Property available on the Envirostor website.
5.5.4 GeoTracker
RMD submitted a file review request to the Regional Water Quality Control Board (RWQCB).
RWQCB had no records associated with the Subject Property (Appendix J).
5.5.4.1 Subject Property
There were no records associated with the Subject Property available on the GeoTracker website.
5.5.4.2 Adjacent Sites
Records associated with sites adjacent to the Subject Property available on the GeoTracker website are summarized in Section 4.3.2.
5.5.5 Air Quality Management District
The Bay Area Air Quality Management District (BAAQMD) provided records associated with the Subject Property (Appendix J).
From 2002 through the present, the Subject Property (675) was identified as JD.com American Technologies, BAAQMD Facility #124326. Emissions were associated with a backup generator.
No violations were noted.
From 2012 through the present, the Subject Property (685) was identified as Siemens Medical Solutons USA, Inc., BAAQMD Facility #21100. Emissions were associated with a backup generator. No violations were noted.
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6.0 USER PROVIDED INFORMATION
6.1 User Questionnaire
ASTM E1527-21 defines “User” as the party seeking to use Practice E1527 to complete an environmental site assessment of the Subject Property. RMD understands that PREG is the User as defined by ASTM E1527-21. ASTM E1527-21 specifies that certain tasks associated with identifying potential RECs at the Subject Property should be performed by the User and provided to the Environmental Professional (i.e., User Responsibilities). Information provided by PREG is summarized in Table 6-1 below. A copy of the completed User Questionnaire is included in Appendix K.
Table 6-1: User Provided Information
Data Type Information Provided
Environmental Liens, AULs,
Title Records Information regarding Liens and AULs is provided in Section 5.1.
Specialized User Knowledge PREG indicated they had no additional knowledge related to the Subject Property.
Commonly Known or
Reasonably Ascertainable
Information
PREG indicated they had no specialized knowledge related to the Subject Property.
Valuation Reduction for
Environmental Issues
The User is responsible to perform the additional inquiries regarding the fair market value of the Subject Property.
Reason for Performing
Phase I ESA
This Phase I ESA was performed at the request of PREG in anticipation of redeveloping the Subject Property, and for the User to qualify for defenses to CERCLA liability.
Other User Provided
Information
PREG provided a Phase I ESA, Soil Management Plan,
Geotechnical Report, and redevelopment plans related to the Subject Property.
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6.2 User Provided Information
6.2.1 Soil Management Plan, July 2017
Northgate Environmental Management, Inc. (Northgate) prepared a soil management plan (SMP) for the Subject Property (Northgate, 2017). Prior to 1980, the Subject Property was used for agricultural and green-house operations. The SMP was prepared as a general guidance document for anyone disturbing the subsurface of the Subject Property. Excavation conducted on the northern portion of the Subject Property in 2011 indicated the presence of organochlorine pesticides at concentrations above the screening levels for residential land use and commercial land use.
6.2.2 Phase I Environmental Site Assessment, September 2017 Geosyntec Consultants (Geosyntec) prepared a Phase I for the Subject Property (Geosyntec, 2017). A REC was identified for potential groundwater impacts from off-site sources. Geosyntec indicated that open remediation cases for chlorinated solvents included the Symantec facility at 455/485/497/501/505 East Middlefield Road and the Former Lynch Circuits Facility at 1140 West Evelyn Avenue. These sites were not identified as open remediation sites in the database records RMD discussed above in Section 4.0. Geosyntec identified the removal of 3,000 cubic yards of soil impacted by pesticides from the northern portion of the Subject Property as an HREC. Based on the summaries review, the sampling was conducted on the stockpiles. RMD did not find any records indicating that sampling was conducted to confirm that impacts did not remain in the areas that were excavated. Lastly, Geosyntec identified the historical agricultural use of the Subject Property as a CREC based on the SMP that was prepared for the Subject Property. RMD did not find records indicating that the SMP has been reviewed or approved by a regulatory agency.
6.2.3 Phase II Site Investigation, October 2022
RMD conducted a Phase II which included soil, groundwater, and soil vapor sampling. Four borings were advanced to a maximum depth of 28 feet bgs (Figure 2). Groundwater samples were collected from each boring. A total of six soil vapor probes were installed in and sampled from the four borings. Dual-nested soil vapor probes were installed in two of the borings.
Soil samples were analyzed for organochlorine pesticides (OCPs), metals, semi-volatile organic compounds (SVOCs), volatile organic compounds (VOCs), and total petroleum hydrocarbons (TPH) in the gasoline range (TPHg), the diesel range (TPHd) and motor oil range (TPHmo).
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Groundwater samples were analyzed for VOCs, TPHg, TPHd, and TPHmo. Soil vapor samples were analyzed for VOCs, TPHg, and fixed gases. The results were compared to the Environmental Screening Levels (ESLs).
OCPs (dieldrin and toxaphene) were detected in shallow soil at concentrations that are above the residential ESLs. The presence of these constituents will require adherence to as SMP during on-site redevelopment activities.
Except for methylene chloride, VOCs were not reported in soil above Tier 1 ESLs. The reported methylene chloride concentrations are considered suspect and not expected to trigger further action. Neither TPHg, TPHd, TPHmo, or SVOCs were reported above applicable ESLs. Barium and vanadium were detected in soil at concentrations above the Tier 1 ESLs and background level however exceedances are not expected to drive further action. Tier 1 ESLs for these two constituents are based on terrestrial habitat, which is not applicable for an urban development that is primarily capped with buildings and hardscape. Several soil samples exceeded waste classification threshold values for chromium, requiring further analysis by California’s Soluble Threshold Limit Concentration (STLC). Results of the STLC analysis for Chromium indicate the soil is not characterized as California Hazardous (Non-RCRA) or RCRA hazardous material. No metals (including barium and vanadium) exceeded residential ESLs.
TCE was detected in groundwater beneath the Site at concentrations slightly above the Tier 1 ESL based on residential vapor intrusion concerns. TCE was not reported in soil vapor from the same locations. TPHd was reported in boring SB-2 above the Tier I ESL of 100 ug/L based on odor/nuisance. The Tier 1 ESL is based on odor nuisance levels for drinking water, and this standard is not relevant for project construction or operation because the groundwater will not be used for potable water purposes. VOC constituents associated with elevated levels of TPHd, including naphthalene, were not reported above Tier ESLs in either groundwater or soil vapor.
No constituents were reported in groundwater that exceeded maximum contaminant levels for drinking water (MCLs) or are at concentrations that are considered a significant risk.
In soil vapor, benzene was the only reported constituent that exceeded Tier 1 ESLs (which are based on vapor intrusion concerns for residential land use).
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7.0 SITE RECONNAISSANCE
The Subject Property was inspected on September 23, 2022 by RMD representative, Mr. Doug Whichard. Weather conditions at the time of the inspection were sunny with temperatures of approximately 80 degrees Fahrenheit. Site reconnaissance consisted of a walk-through of the Subject Property buildings and exterior areas. Photographs are provided as Appendix A. The following findings are reported as observed during the site inspection.
7.1 On-Site Interviews
On September 23, 2022, during the site inspection, Ms. Kristine Perry Krop of Prometheus Real Estate Group, was interviewed regarding historical operations at the Subject Property.
Information provided during the interview is included in the following sections as appropriate.
7.2 Site Reconnaissance Summary
Site features observed during site reconnaissance are summarized in Table 7-1A and 7-1B below.
Table 7-1: Site Reconnaissance Summary
Observation
Observed Photo
Number
Comments Yes No
Under or Aboveground Storage Tanks
(UST/AST)
X -- Diesel ASTs for backup
generators were observed at
the Subject Property.
Wells X --
Evidence of Spills or Leaks X --
Evidence of Historical
Releases/Sampling/Remediation
X --
Polychlorinated Biphenyls (PCBs) X 16 and
54 Several transformers were
observed at the Subject
Property.
Hydraulic Equipment X 37 and
42 Elevators and hydraulic lifts
were observed at both Subject
Property buildings.
Hazardous Substances or Hazardous
Waste Disposal Areas X --
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Table 7-1: Site Reconnaissance Summary
Observation
Observed Photo
Number
Comments Yes No
Uncontained Debris, Refuse, or
Unidentified Waste Materials X --
Standing Water or Other Liquids X --
Floor Drains or Sumps
X --
Catch Basins, Dry Wells, and Storm
Water Drainage
X -- Storm drains observed
throughout parking area.
Pits/Ponds/Lagoons X --
Waste or Wastewater Discharges X --
Oil/Water Separators X --
On-Site Septic System X --
Stressed Vegetation/Stained Soil X --
Unusual Odors X --
Other Observations X --
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8.0 CONDITIONS OUTSIDE THE SCOPE OF ASTM E 1527-21
An evaluation out of the ASTM E 1527-21 scope was not included in this assessment.
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9.0 CONCLUSIONS AND OPINIONS
The scope of services was to perform a Phase I ESA in a manner generally consistent with the ASTM Standard Designation: E-1527-21 “Standard Practice for Environmental Site Assessments:
Phase I Environmental Site Assessment Process,” and the USEPA’s Standards and Practices for AAI, 40 CFR, Part 312.
RMD performed a Phase I ESA in conformance with the scope and limitations of ASTM Practice E 1527-21 of the Subject Property located on 675 & 685 East Middlefield Road in Mountain View, California. Any exceptions to, or deletions from, this practice are described in Section 1.0 of this report.
This assessment has revealed the following REC with respect to the Subject Property:
• Based on the results of the Phase II and the 2011 excavation activities, OCPs have impacted the subsurface, likely from the historical agricultural use of the Subject Property.
Although an SMP has been prepared for the Subject Property, the SMP does not appear to have been approved by a regulatory agency.
De Minimis Condition
De minimis condition - A condition that generally does not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. Conditions determined to be de minimis conditions are not recognized environmental conditions or controlled recognized environmental conditions.
Detected concentrations of VOCs and TPH in the groundwater and/or soil vapor samples of the Phase II. Based on the low concentrations reported and considering the anticipated land use (groundwater is not being used as potable water and at least one level of garage beneath occupied spaces), these detections are considered a de minimis condition.
Controlled Recognized Environmental Condition (CREC)
CREC - A REC resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority (for example, as evidenced by the issuance of a no further action letter or equivalent, or meeting risk-based criteria established by regulatory authority), with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls (for example, Phase I Environmental Site Assessment
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property use restrictions, activity and use limitations, institutional controls, or engineering controls). This assessment has revealed no evidence of a CREC.
Historical Recognized Environmental Condition (HREC)
HREC – An environmental condition that in the past would have been considered a REC, but the environmental condition has been remediated under conditions acceptable to the responsible regulatory agency. This assessment has revealed no evidence of an HREC.
Vapor Migration
In general, EPA does not regulate indoor air quality except to the extent that indoor air impacts are caused by releases of hazardous substances into subsurface soil or groundwater (vapor intrusion). ASTM E1527-21 defines “migrate” and “migration” as referring to the movement of hazardous substances or petroleum products in any form, including solid and liquid at the surface or subsurface, and vapor in the subsurface. Vapor migration in the subsurface is described in Guide E2600 – Guide for Vapor Encroachment Screening on Property Involved in Real Estate Transaction; however, nothing in ASTM E1527-21 should be construed to require application of the Guide E2600 standard to achieve compliance with all appropriate inquiries.
The Phase II reported benzene in soil vapor at a maximum concentration of 37.1 micrograms per cubic meter (µg/m3) which is above the Tier 1 ESL 3.2 µg/m3. No other VOCs exceeded their respective Tier 1 ESLs. Based on the relatively low concentrations of benzene reported and the presence of oxygen reported in soil vapor indicative of a bioattenuation zone, vapor migration at the subject property is not anticipated.
Data Gaps
The ASTM Standard requires that the report identify the following: 1) obvious uses of the subject property since 1940 or first development, whichever is earlier; and 2) significant "data gaps" which affect the ability of the Environmental Professional to identify recognized environmental conditions. A data gap by itself is not inherently significant. The report is also to include information on the sources consulted to address the data gaps.
No data gaps were identified during the preparation of this Phase I ESA.
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10.0 REFERENCES
Bay Area Air Quality Management District. Facility Data Map. https://www.baaqmd.gov/aboutair-quality/interactive-data-maps California Department of Toxic Substances Control, EnviroStor website. http://www.envirostor.dtsc.ca.gov
California Department of Water Resources. Well Completion Report Map Application. https://dwr.maps.arcgis.com/apps/webappviewer/index.html California Environmental Protection Agency, State Water Resources Control Board. GeoTracker website. http://geotracker.waterboards.ca.gov/
Department of Conservation, Geologic Energy Management Division (CalGEM, formerly DOGGR). Well Finder website. https://maps.conservation.ca.gov/doggr/wellfinder/ Federal Emergency Management Agency (FEMA). Flood Insurance Rate Map (FIRM). https://msc.fema.gov/portal/home
Geosyntec Consultants. 2017. Phase I Environmental Site Assessment, 675 and 685 East Middlefield Road, Mountain View, California. September 17.
Helley, E.J. R.W. Graymer, G.A. Phelps, P.K. Showalter, and C.M Wentworth. 1994. Quaternary Geology of Santa Clara Valley, Santa Clara, Alameda, and San Mateo Counties, California:
A digital database. May.
National Pipeline Mapping System (NPMS). https://pvnpms.phmsa.dot.gov/PublicViewer/ Northgate Environmental Management, Inc. 2017. Soil Management Plan, 675-685 East Middlefield Road, Mountain View, California. July 31.
RMD Environmental Solutions, Inc. 2022. Phase II Site Investigation Report, 675 & 685 East Middlefield Road, Mountain View, CA 94043. October 28.
San Francisco Bay Regional Water Quality Control Board. Environmental Screening Levels. https://www.waterboards.ca.gov/sanfranciscobay/water_issues/programs/esl.html Stantec Consulting Services, Inc. 2014. Annual Groundwater Self-Monitoring Report 2014, Hewlett-Packard Company, 690 East Middlefield Road, Mountain View, California 94041.
June 30.
United States Geological Survey. 2018. Mountain View, CA 7.5 Minute Topographic Map.
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United States Fish and Wildlife Service (FWS). National Wetlands Inventory. https://www.fws.gov/wetlands/data/Mapper.html
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11.0 ENVIRONMENTAL PROFESSIONALS
11.1 Signatures of Responsible Environmental Professionals We declare that, to the best of our professional knowledge and belief, we meet the definition of Environmental Professional as defined in § 312.10 of 40 CFR Part 312, and we have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the Subject Property. We have developed and performed all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312.
Julie Ferguson Paola Gomez-Birenbaum, P.G.
Project Administrator Senior Geologist
11.2 Qualifications of Responsible Environmental Professionals Ms. Julie Ferguson worked under the responsible charge of Ms. Paola Gomez-Birenbaum, the principal environmental professional responsible for completion of this Phase I ESA.
Ms. Ferguson is a Project Administrator with RMD and has been performing environmental site assessment services for approximately nine years. Ms. Ferguson is an environmental professional as defined in § 312.10 of 40 CFR Part 312.
Ms. Gomez-Birenbaum has a Master of Science Degree in Earth Sciences. She is a State of California licensed Professional Geologist (Number 9095), has been performing environmental site assessment services for over 15 years and is an environmental professional as defined in § 312.10 of 40 CFR Part 312.
FIGURES
PROJECT NO. DATE DRAWN BY: APP. BY: FIGURE
675 & 685 EAST MIDDLEFIELD ROAD
MOUNTAIN VIEW, CALIFORNIA N
01-PRO-015 10/2022 EC DW SCALE: 1" = 2000'
0 2000 4000
1 SITE LOCATION MAP
Map Source:
USGS 7.5' Quadrangles, Mountain View/Cupertino, California, 1980 Site Location And Site Plan Middlefield Road - 10/12/2022 SITE
LOCATION
SB-4/SVP-4 SB-3/SVP-3 SB-2/SVP-2 SB-1/SVP-1 LOGUE AVENUE EAST MIDDLEFIELD ROAD FERGUSON DRIVE SOUTHERN PACIFIC RAILROAD 600 EAST MIDDLEFIELD ROAD 675 EAST MIDDLEFIELD ROAD 685 EAST MIDDLEFIELD ROAD PROJECT NO. DATE DRAWN BY: APP. BY: FIGURE 675 & 685 EAST MIDDLEFIELD ROAD MOUNTAIN VIEW, CALIFORNIA N 01-PRO-015 10/2022 EC SCALE: 1" = 100' 0 50 100 2 SITE PLAN DW LEGEND Approximate site boundary Soil, grab groundwater, and soil vapor probe location Site Location And Site Plan Middlefield Road - 10/12/2022 Base map: Google Earth, 2021 SB-1
APPENDIX
A
SITE PHOTOGRAPHS
APPENDIX A
PHOTOGRAPH LOG
Project Name: 675 & 685 E Middlefield Road Client: Prometheus Real Estate Group Project Number: 01-PRO-015 Location: Mountain View, California