2261
3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.6406 0.3886 4.6439 0.0155 1.7884 0.0134 1.8018 0.4743 0.0123 0.4866 1,545.286 0 1,545.286
0 0.0376 1,546.226
2 Total 0.6406 0.3886 4.6439 0.0155 1.7884 0.0134 1.8018 0.4743 0.0123 0.4866 1,545.286 0 1,545.286
0 0.0376 1,546.226
2 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 236.4115 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1808 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 0.0000 281.4481 281.4481 0.0159 281.8443 Total 236.5923 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 0.0000 281.4481 281.4481 0.0159 281.8443 Mitigated Construction On-Site
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4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.6406 0.3886 4.6439 0.0155 1.7884 0.0134 1.8018 0.4743 0.0123 0.4866 1,545.286 0 1,545.286
0 0.0376 1,546.226
2 Total 0.6406 0.3886 4.6439 0.0155 1.7884 0.0134 1.8018 0.4743 0.0123 0.4866 1,545.286 0 1,545.286
0 0.0376 1,546.226
2 Mitigated Construction Off-Site
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 9.5233 45.9914 110.0422 0.4681 45.9592 0.3373 46.2965 12.2950 0.3132 12.6083 47,917.80 05 47,917.80
05 2.1953 47,972.68
39 Unmitigated 9.5233 45.9914 110.0422 0.4681 45.9592 0.3373 46.2965 12.2950 0.3132 12.6083 47,917.80 05 47,917.80
05 2.1953 47,972.68
39 4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Apartments Low Rise 145.75 154.25 154.00 506,227 506,227 Apartments Mid Rise 4,026.75 3,773.25 4075.50 13,660,065 13,660,065 General Office Building 288.45 62.55 31.05 706,812 706,812 High Turnover (Sit Down Restaurant) 2,368.80 2,873.52 2817.72 3,413,937 3,413,937 Hotel 192.00 187.50 160.00 445,703 445,703
Quality Restaurant 501.12 511.92 461.20 707,488 707,488 Regional Shopping Center 528.08 601.44 357.84 1,112,221 1,112,221 Total 8,050.95 8,164.43 8,057.31 20,552,452 20,552,452
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Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Apartments Low Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 Apartments Mid Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 General Office Building 16.60 8.40 6.90 33.00 48.00 19.00 77 19 4 High Turnover (Sit Down
Restaurant)
16.60 8.40 6.90 8.50 72.50 19.00 37 20 43
Hotel 16.60 8.40 6.90 19.40 61.60 19.00 58 38 4
Quality Restaurant 16.60 8.40 6.90 12.00 69.00 19.00 38 18 44 Regional Shopping Center 16.60 8.40 6.90 16.30 64.70 19.00 54 35 11
5.0 Energy Detail
5.1 Mitigation Measures Energy
4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Low Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Apartments Mid Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 General Office Building 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 High Turnover (Sit Down
Restaurant)
0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Hotel 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Quality Restaurant 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Regional Shopping Center 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Historical Energy Use: N
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated
0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 NaturalGas
Unmitigated
0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 CalEEMod Version: CalEEMod.2016.3.2 Page 30 of 35 Date: 1/6/2021 1:49 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Winter
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5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Apartments Low
Rise
1119.16 0.0121 0.1031 0.0439 6.6000e0048.3400e0038.3400e0038.3400e0038.3400e003131.6662 131.6662 2.5200e0032.4100e003132.4486 Apartments Mid
Rise
35784.3 0.3859 3.2978 1.4033 0.0211 0.2666 0.2666 0.2666 0.2666 4,209.916 4 4,209.916
4 0.0807 0.0772 4,234.933
9 General Office
Building
1283.42 0.0138 0.1258 0.1057 7.5000e0049.5600e0039.5600e0039.5600e0039.5600e003150.9911 150.9911 2.8900e0032.7700e003151.8884 High Turnover (Sit
Down Restaurant)
22759.9 0.2455 2.2314 1.8743 0.0134 0.1696 0.1696 0.1696 0.1696 2,677.634 2 2,677.634
2 0.0513 0.0491 2,693.546
0 Hotel 4769.72 0.0514 0.4676 0.3928 2.8100e0030.0355 0.0355 0.0355 0.0355 561.1436 561.1436 0.0108 0.0103 564.4782 Quality
Restaurant
5057.75 0.0545 0.4959 0.4165 2.9800e0030.0377 0.0377 0.0377 0.0377 595.0298 595.0298 0.0114 0.0109 598.5658 Regional
Shopping Center
251.616 2.7100e0030.0247 0.0207 1.5000e0041.8700e0031.8700e0031.8700e0031.8700e00329.6019 29.6019 5.7000e0045.4000e00429.7778 Total 0.7660 6.7463 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Unmitigated
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6.1 Mitigation Measures Area
6.0 Area Detail
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Apartments Low
Rise
1.11916 0.0121 0.1031 0.0439 6.6000e0048.3400e0038.3400e0038.3400e0038.3400e003131.6662 131.6662 2.5200e0032.4100e003132.4486 Apartments Mid
Rise
35.7843 0.3859 3.2978 1.4033 0.0211 0.2666 0.2666 0.2666 0.2666 4,209.916 4 4,209.916
4 0.0807 0.0772 4,234.933
9 General Office
Building
1.28342 0.0138 0.1258 0.1057 7.5000e0049.5600e0039.5600e0039.5600e0039.5600e003150.9911 150.9911 2.8900e0032.7700e003151.8884 High Turnover (Sit
Down Restaurant)
22.7599 0.2455 2.2314 1.8743 0.0134 0.1696 0.1696 0.1696 0.1696 2,677.634 2 2,677.634
2 0.0513 0.0491 2,693.546
0 Hotel 4.76972 0.0514 0.4676 0.3928 2.8100e0030.0355 0.0355 0.0355 0.0355 561.1436 561.1436 0.0108 0.0103 564.4782 Quality
Restaurant
5.05775 0.0545 0.4959 0.4165 2.9800e0030.0377 0.0377 0.0377 0.0377 595.0298 595.0298 0.0114 0.0109 598.5658 Regional
Shopping Center
0.251616 2.7100e0030.0247 0.0207 1.5000e0041.8700e0031.8700e0031.8700e0031.8700e00329.6019 29.6019 5.7000e0045.4000e00429.7778 Total 0.7660 6.7463 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Mitigated
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Unmitigated 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
2.2670 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
24.1085 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 1.6500 14.1000 6.0000 0.0900 1.1400 1.1400 1.1400 1.1400 0.0000 18,000.00 00 18,000.00
00 0.3450 0.3300 18,106.96
50 Landscaping 2.4766 0.9496 82.4430 4.3600e0030.4574 0.4574 0.4574 0.4574 148.5950 148.5950 0.1424 152.1542 Total 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Unmitigated
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8.1 Mitigation Measures Waste
7.1 Mitigation Measures Water
7.0 Water Detail
8.0 Waste Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
2.2670 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
24.1085 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 1.6500 14.1000 6.0000 0.0900 1.1400 1.1400 1.1400 1.1400 0.0000 18,000.00 00 18,000.00
00 0.3450 0.3300 18,106.96
50 Landscaping 2.4766 0.9496 82.4430 4.3600e0030.4574 0.4574 0.4574 0.4574 148.5950 148.5950 0.1424 152.1542 Total 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Mitigated
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
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11.0 Vegetation
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
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1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population General Office Building 45.00 1000sqft 1.03 45,000.00 0 High Turnover (Sit Down Restaurant) 36.00 1000sqft 0.83 36,000.00 0 Hotel 50.00 Room 1.67 72,600.00 0
Quality Restaurant 8.00 1000sqft 0.18 8,000.00 0
Apartments Low Rise 25.00 Dwelling Unit 1.56 25,000.00 72 Apartments Mid Rise 975.00 Dwelling Unit 25.66 975,000.00 2789 Regional Shopping Center 56.00 1000sqft 1.29 56,000.00 0
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
9 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 33
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company Southern California Edison
Operational Year 2028
CO2 Intensity
(lb/MWhr)
702.44 CH4 Intensity 0.029
(lb/MWhr)
N2O Intensity 0.006
(lb/MWhr)
Village South Specific Plan (Proposed)
Los Angeles-South Coast County, Annual
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Project Characteristics - Consistent with the DEIR's model.
Land Use - See SWAPE comment regarding residential and retail land uses.
Construction Phase - See SWAPE comment regarding individual construction phase lengths.
Demolition - Consistent with the DEIR's model. See SWAPE comment regarding demolition.
Vehicle Trips - Saturday trips consistent with the DEIR's model. See SWAPE comment regarding weekday and Sunday trips.
Woodstoves - Woodstoves and wood-burning fireplaces consistent with the DEIR's model. See SWAPE comment regarding gas fireplaces.
Energy Use -
Construction Off-road Equipment Mitigation - See SWAPE comment on construction-related mitigation.
Area Mitigation - See SWAPE comment regarding operational mitigation measures.
Water Mitigation - See SWAPE comment regarding operational mitigation measures.
Trips and VMT - Local hire provision
Table Name Column Name Default Value New Value
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces NumberWood 1.25 0.00
tblFireplaces NumberWood 48.75 0.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblVehicleTrips ST_TR 7.16 6.17
tblVehicleTrips ST_TR 6.39 3.87
tblVehicleTrips ST_TR 2.46 1.39
tblVehicleTrips ST_TR 158.37 79.82
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2.0 Emissions Summary
tblVehicleTrips ST_TR 8.19 3.75
tblVehicleTrips ST_TR 94.36 63.99
tblVehicleTrips ST_TR 49.97 10.74
tblVehicleTrips SU_TR 6.07 6.16
tblVehicleTrips SU_TR 5.86 4.18
tblVehicleTrips SU_TR 1.05 0.69
tblVehicleTrips SU_TR 131.84 78.27
tblVehicleTrips SU_TR 5.95 3.20
tblVehicleTrips SU_TR 72.16 57.65
tblVehicleTrips SU_TR 25.24 6.39
tblVehicleTrips WD_TR 6.59 5.83
tblVehicleTrips WD_TR 6.65 4.13
tblVehicleTrips WD_TR 11.03 6.41
tblVehicleTrips WD_TR 127.15 65.80
tblVehicleTrips WD_TR 8.17 3.84
tblVehicleTrips WD_TR 89.95 62.64
tblVehicleTrips WD_TR 42.70 9.43
tblWoodstoves NumberCatalytic 1.25 0.00
tblWoodstoves NumberCatalytic 48.75 0.00
tblWoodstoves NumberNoncatalytic 1.25 0.00
tblWoodstoves NumberNoncatalytic 48.75 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
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2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2021 0.1704 1.8234 1.1577 2.3800e0030.4141 0.0817 0.4958 0.1788 0.0754 0.2542 0.0000 210.7654 210.7654 0.0600 0.0000 212.2661 2022 0.5865 4.0240 5.1546 0.0155 0.9509 0.1175 1.0683 0.2518 0.1103 0.3621 0.0000 1,418.655 4 1,418.655
4 0.1215 0.0000 1,421.692
5 2023 0.5190 3.2850 4.7678 0.0147 0.8497 0.0971 0.9468 0.2283 0.0912 0.3195 0.0000 1,342.441 2 1,342.441
2 0.1115 0.0000 1,345.229
1 2024 4.1592 0.1313 0.2557 5.0000e0040.0221 6.3900e0030.0285 5.8700e0035.9700e0030.0118 0.0000 44.6355 44.6355 7.8300e0030.0000 44.8311 Maximum 4.1592 4.0240 5.1546 0.0155 0.9509 0.1175 1.0683 0.2518 0.1103 0.3621 0.0000 1,418.655 4 1,418.655
4 0.1215 0.0000 1,421.692
5 Unmitigated Construction
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2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2021 0.1704 1.8234 1.1577 2.3800e0030.4141 0.0817 0.4958 0.1788 0.0754 0.2542 0.0000 210.7651 210.7651 0.0600 0.0000 212.2658 2022 0.5865 4.0240 5.1546 0.0155 0.9509 0.1175 1.0683 0.2518 0.1103 0.3621 0.0000 1,418.655 0 1,418.655
0 0.1215 0.0000 1,421.692
1 2023 0.5190 3.2850 4.7678 0.0147 0.8497 0.0971 0.9468 0.2283 0.0912 0.3195 0.0000 1,342.440 9 1,342.440
9 0.1115 0.0000 1,345.228
7 2024 4.1592 0.1313 0.2557 5.0000e0040.0221 6.3900e0030.0285 5.8700e0035.9700e0030.0118 0.0000 44.6354 44.6354 7.8300e0030.0000 44.8311 Maximum 4.1592 4.0240 5.1546 0.0155 0.9509 0.1175 1.0683 0.2518 0.1103 0.3621 0.0000 1,418.655 0 1,418.655
0 0.1215 0.0000 1,421.692
1 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter) 1 9-1-2021 11-30-2021 1.4091 1.4091
2 12-1-2021 2-28-2022 1.3329 1.3329
3 3-1-2022 5-31-2022 1.1499 1.1499
4 6-1-2022 8-31-2022 1.1457 1.1457
5 9-1-2022 11-30-2022 1.1415 1.1415
6 12-1-2022 2-28-2023 1.0278 1.0278
7 3-1-2023 5-31-2023 0.9868 0.9868
8 6-1-2023 8-31-2023 0.9831 0.9831
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2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 5.1437 0.2950 10.3804 1.6700e0030.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e003222.5835 Energy 0.1398 1.2312 0.7770 7.6200e0030.0966 0.0966 0.0966 0.0966 0.0000 3,896.073 2 3,896.073
2 0.1303 0.0468 3,913.283
3 Mobile 1.5857 7.9962 19.1834 0.0821 7.7979 0.0580 7.8559 2.0895 0.0539 2.1434 0.0000 7,620.498 6 7,620.498
6 0.3407 0.0000 7,629.016
2 Waste 0.0000 0.0000 0.0000 0.0000 207.8079 0.0000 207.8079 12.2811 0.0000 514.8354 Water 0.0000 0.0000 0.0000 0.0000 29.1632 556.6420 585.8052 3.0183 0.0755 683.7567 Total 6.8692 9.5223 30.3407 0.0914 7.7979 0.2260 8.0240 2.0895 0.2219 2.3114 236.9712 12,294.18 07 12,531.15
19 15.7904 0.1260 12,963.47
51 Unmitigated Operational
9 9-1-2023 11-30-2023 0.9798 0.9798
10 12-1-2023 2-29-2024 2.8757 2.8757
11 3-1-2024 5-31-2024 1.6188 1.6188
Highest 2.8757 2.8757
CalEEMod Version: CalEEMod.2016.3.2 Page 6 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
2277
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 5.1437 0.2950 10.3804 1.6700e0030.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e003222.5835 Energy 0.1398 1.2312 0.7770 7.6200e0030.0966 0.0966 0.0966 0.0966 0.0000 3,896.073 2 3,896.073
2 0.1303 0.0468 3,913.283
3 Mobile 1.5857 7.9962 19.1834 0.0821 7.7979 0.0580 7.8559 2.0895 0.0539 2.1434 0.0000 7,620.498 6 7,620.498
6 0.3407 0.0000 7,629.016
2 Waste 0.0000 0.0000 0.0000 0.0000 207.8079 0.0000 207.8079 12.2811 0.0000 514.8354 Water 0.0000 0.0000 0.0000 0.0000 29.1632 556.6420 585.8052 3.0183 0.0755 683.7567 Total 6.8692 9.5223 30.3407 0.0914 7.7979 0.2260 8.0240 2.0895 0.2219 2.3114 236.9712 12,294.18 07 12,531.15
19 15.7904 0.1260 12,963.47
51 Mitigated Operational
3.0 Construction Detail
Construction Phase
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Page 7 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
2278
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 9/1/2021 10/12/2021 5 30
2 Site Preparation Site Preparation 10/13/2021 11/9/2021 5 20 3 Grading Grading 11/10/2021 1/11/2022 5 45
4 Building Construction Building Construction 1/12/2022 12/12/2023 5 500 5 Paving Paving 12/13/2023 1/30/2024 5 35
6 Architectural Coating Architectural Coating 1/31/2024 3/19/2024 5 35 OffRoad Equipment
Residential Indoor: 2,025,000; Residential Outdoor: 675,000; Non-Residential Indoor: 326,400; Non-Residential Outdoor: 108,800; Striped Parking Area: 0 (Architectural Coating ±sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 112.5
Acres of Paving: 0
CalEEMod Version: CalEEMod.2016.3.2 Page 8 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
2279
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Excavators 3 8.00 158 0.38
Demolition Rubber Tired Dozers 2 8.00 247 0.40
Site Preparation Rubber Tired Dozers 3 8.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Grading Excavators 2 8.00 158 0.38
Grading Graders 1 8.00 187 0.41
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Scrapers 2 8.00 367 0.48
Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37
Building Construction Cranes 1 7.00 231 0.29
Building Construction Forklifts 3 8.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Building Construction Welders 1 8.00 46 0.45
Paving Pavers 2 8.00 130 0.42
Paving Paving Equipment 2 8.00 132 0.36
Paving Rollers 2 8.00 80 0.38
Architectural Coating Air Compressors 1 6.00 78 0.48
Trips and VMT
CalEEMod Version: CalEEMod.2016.3.2 Page 9 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
2280
3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0496 0.0000 0.0496 7.5100e0030.0000 7.5100e0030.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0475 0.4716 0.3235 5.8000e0040.0233 0.0233 0.0216 0.0216 0.0000 51.0012 51.0012 0.0144 0.0000 51.3601 Total 0.0475 0.4716 0.3235 5.8000e0040.0496 0.0233 0.0729 7.5100e0030.0216 0.0291 0.0000 51.0012 51.0012 0.0144 0.0000 51.3601 Unmitigated Construction On-Site
3.1 Mitigation Measures Construction
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 6 15.00 0.00 458.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Site Preparation 7 18.00 0.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 0.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 801.00 143.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 160.00 0.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Page 10 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
2281
3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 1.9300e0030.0634 0.0148 1.8000e0043.9400e0031.9000e0044.1300e0031.0800e0031.8000e0041.2600e0030.0000 17.4566 17.4566 1.2100e0030.0000 17.4869 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 7.2000e0045.3000e0046.0900e0032.0000e0051.6800e0031.0000e0051.6900e0034.5000e0041.0000e0054.6000e0040.0000 1.5281 1.5281 5.0000e0050.0000 1.5293 Total 2.6500e0030.0639 0.0209 2.0000e0045.6200e0032.0000e0045.8200e0031.5300e0031.9000e0041.7200e0030.0000 18.9847 18.9847 1.2600e0030.0000 19.0161 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0496 0.0000 0.0496 7.5100e0030.0000 7.5100e0030.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0475 0.4716 0.3235 5.8000e0040.0233 0.0233 0.0216 0.0216 0.0000 51.0011 51.0011 0.0144 0.0000 51.3600 Total 0.0475 0.4716 0.3235 5.8000e0040.0496 0.0233 0.0729 7.5100e0030.0216 0.0291 0.0000 51.0011 51.0011 0.0144 0.0000 51.3600 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 11 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
2282
3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 1.9300e0030.0634 0.0148 1.8000e0043.9400e0031.9000e0044.1300e0031.0800e0031.8000e0041.2600e0030.0000 17.4566 17.4566 1.2100e0030.0000 17.4869 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 7.2000e0045.3000e0046.0900e0032.0000e0051.6800e0031.0000e0051.6900e0034.5000e0041.0000e0054.6000e0040.0000 1.5281 1.5281 5.0000e0050.0000 1.5293 Total 2.6500e0030.0639 0.0209 2.0000e0045.6200e0032.0000e0045.8200e0031.5300e0031.9000e0041.7200e0030.0000 18.9847 18.9847 1.2600e0030.0000 19.0161 Mitigated Construction Off-Site
3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1807 0.0000 0.1807 0.0993 0.0000 0.0993 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0389 0.4050 0.2115 3.8000e0040.0204 0.0204 0.0188 0.0188 0.0000 33.4357 33.4357 0.0108 0.0000 33.7061 Total 0.0389 0.4050 0.2115 3.8000e0040.1807 0.0204 0.2011 0.0993 0.0188 0.1181 0.0000 33.4357 33.4357 0.0108 0.0000 33.7061 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 12 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
2283
3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.8000e0044.3000e0044.8700e0031.0000e0051.3400e0031.0000e0051.3500e0033.6000e0041.0000e0053.7000e0040.0000 1.2225 1.2225 4.0000e0050.0000 1.2234 Total 5.8000e0044.3000e0044.8700e0031.0000e0051.3400e0031.0000e0051.3500e0033.6000e0041.0000e0053.7000e0040.0000 1.2225 1.2225 4.0000e0050.0000 1.2234 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1807 0.0000 0.1807 0.0993 0.0000 0.0993 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0389 0.4050 0.2115 3.8000e0040.0204 0.0204 0.0188 0.0188 0.0000 33.4357 33.4357 0.0108 0.0000 33.7060 Total 0.0389 0.4050 0.2115 3.8000e0040.1807 0.0204 0.2011 0.0993 0.0188 0.1181 0.0000 33.4357 33.4357 0.0108 0.0000 33.7060 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 13 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
2284
3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.8000e0044.3000e0044.8700e0031.0000e0051.3400e0031.0000e0051.3500e0033.6000e0041.0000e0053.7000e0040.0000 1.2225 1.2225 4.0000e0050.0000 1.2234 Total 5.8000e0044.3000e0044.8700e0031.0000e0051.3400e0031.0000e0051.3500e0033.6000e0041.0000e0053.7000e0040.0000 1.2225 1.2225 4.0000e0050.0000 1.2234 Mitigated Construction Off-Site
3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1741 0.0000 0.1741 0.0693 0.0000 0.0693 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0796 0.8816 0.5867 1.1800e0030.0377 0.0377 0.0347 0.0347 0.0000 103.5405 103.5405 0.0335 0.0000 104.3776 Total 0.0796 0.8816 0.5867 1.1800e0030.1741 0.0377 0.2118 0.0693 0.0347 0.1040 0.0000 103.5405 103.5405 0.0335 0.0000 104.3776 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 14 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
2285
3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.2200e0039.0000e0040.0103 3.0000e0052.8300e0032.0000e0052.8600e0037.5000e0042.0000e0057.8000e0040.0000 2.5808 2.5808 8.0000e0050.0000 2.5828 Total 1.2200e0039.0000e0040.0103 3.0000e0052.8300e0032.0000e0052.8600e0037.5000e0042.0000e0057.8000e0040.0000 2.5808 2.5808 8.0000e0050.0000 2.5828 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1741 0.0000 0.1741 0.0693 0.0000 0.0693 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0796 0.8816 0.5867 1.1800e0030.0377 0.0377 0.0347 0.0347 0.0000 103.5403 103.5403 0.0335 0.0000 104.3775 Total 0.0796 0.8816 0.5867 1.1800e0030.1741 0.0377 0.2118 0.0693 0.0347 0.1040 0.0000 103.5403 103.5403 0.0335 0.0000 104.3775 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 15 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
2286
3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.2200e0039.0000e0040.0103 3.0000e0052.8300e0032.0000e0052.8600e0037.5000e0042.0000e0057.8000e0040.0000 2.5808 2.5808 8.0000e0050.0000 2.5828 Total 1.2200e0039.0000e0040.0103 3.0000e0052.8300e0032.0000e0052.8600e0037.5000e0042.0000e0057.8000e0040.0000 2.5808 2.5808 8.0000e0050.0000 2.5828 Mitigated Construction Off-Site
3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0807 0.0000 0.0807 0.0180 0.0000 0.0180 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0127 0.1360 0.1017 2.2000e0045.7200e0035.7200e0035.2600e0035.2600e0030.0000 19.0871 19.0871 6.1700e0030.0000 19.2414 Total 0.0127 0.1360 0.1017 2.2000e0040.0807 5.7200e0030.0865 0.0180 5.2600e0030.0233 0.0000 19.0871 19.0871 6.1700e0030.0000 19.2414 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 16 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
2287
3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 2.1000e0041.5000e0041.7400e0031.0000e0055.2000e0040.0000 5.3000e0041.4000e0040.0000 1.4000e0040.0000 0.4587 0.4587 1.0000e0050.0000 0.4590 Total 2.1000e0041.5000e0041.7400e0031.0000e0055.2000e0040.0000 5.3000e0041.4000e0040.0000 1.4000e0040.0000 0.4587 0.4587 1.0000e0050.0000 0.4590 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0807 0.0000 0.0807 0.0180 0.0000 0.0180 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0127 0.1360 0.1017 2.2000e0045.7200e0035.7200e0035.2600e0035.2600e0030.0000 19.0871 19.0871 6.1700e0030.0000 19.2414 Total 0.0127 0.1360 0.1017 2.2000e0040.0807 5.7200e0030.0865 0.0180 5.2600e0030.0233 0.0000 19.0871 19.0871 6.1700e0030.0000 19.2414 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 17 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
2288
3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 2.1000e0041.5000e0041.7400e0031.0000e0055.2000e0040.0000 5.3000e0041.4000e0040.0000 1.4000e0040.0000 0.4587 0.4587 1.0000e0050.0000 0.4590 Total 2.1000e0041.5000e0041.7400e0031.0000e0055.2000e0040.0000 5.3000e0041.4000e0040.0000 1.4000e0040.0000 0.4587 0.4587 1.0000e0050.0000 0.4590 Mitigated Construction Off-Site
3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.2158 1.9754 2.0700 3.4100e0030.1023 0.1023 0.0963 0.0963 0.0000 293.1324 293.1324 0.0702 0.0000 294.8881 Total 0.2158 1.9754 2.0700 3.4100e0030.1023 0.1023 0.0963 0.0963 0.0000 293.1324 293.1324 0.0702 0.0000 294.8881 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 18 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
2289
3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0527 1.6961 0.4580 4.5500e0030.1140 3.1800e0030.1171 0.0329 3.0400e0030.0359 0.0000 441.9835 441.9835 0.0264 0.0000 442.6435 Worker 0.3051 0.2164 2.5233 7.3500e0030.7557 6.2300e0030.7619 0.2007 5.7400e0030.2065 0.0000 663.9936 663.9936 0.0187 0.0000 664.4604 Total 0.3578 1.9125 2.9812 0.0119 0.8696 9.4100e0030.8790 0.2336 8.7800e0030.2424 0.0000 1,105.977 1 1,105.977
1 0.0451 0.0000 1,107.103
9 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.2158 1.9754 2.0700 3.4100e0030.1023 0.1023 0.0963 0.0963 0.0000 293.1321 293.1321 0.0702 0.0000 294.8877 Total 0.2158 1.9754 2.0700 3.4100e0030.1023 0.1023 0.0963 0.0963 0.0000 293.1321 293.1321 0.0702 0.0000 294.8877 Mitigated Construction On-Site
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2290
3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0527 1.6961 0.4580 4.5500e0030.1140 3.1800e0030.1171 0.0329 3.0400e0030.0359 0.0000 441.9835 441.9835 0.0264 0.0000 442.6435 Worker 0.3051 0.2164 2.5233 7.3500e0030.7557 6.2300e0030.7619 0.2007 5.7400e0030.2065 0.0000 663.9936 663.9936 0.0187 0.0000 664.4604 Total 0.3578 1.9125 2.9812 0.0119 0.8696 9.4100e0030.8790 0.2336 8.7800e0030.2424 0.0000 1,105.977 1 1,105.977
1 0.0451 0.0000 1,107.103
9 Mitigated Construction Off-Site
3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.1942 1.7765 2.0061 3.3300e0030.0864 0.0864 0.0813 0.0813 0.0000 286.2789 286.2789 0.0681 0.0000 287.9814 Total 0.1942 1.7765 2.0061 3.3300e0030.0864 0.0864 0.0813 0.0813 0.0000 286.2789 286.2789 0.0681 0.0000 287.9814 Unmitigated Construction On-Site
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2291
3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0382 1.2511 0.4011 4.3000e0030.1113 1.4600e0030.1127 0.0321 1.4000e0030.0335 0.0000 417.9930 417.9930 0.0228 0.0000 418.5624 Worker 0.2795 0.1910 2.2635 6.9100e0030.7377 5.9100e0030.7436 0.1960 5.4500e0030.2014 0.0000 624.5363 624.5363 0.0164 0.0000 624.9466 Total 0.3177 1.4420 2.6646 0.0112 0.8490 7.3700e0030.8564 0.2281 6.8500e0030.2349 0.0000 1,042.529 4 1,042.529
4 0.0392 0.0000 1,043.509
0 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.1942 1.7765 2.0061 3.3300e0030.0864 0.0864 0.0813 0.0813 0.0000 286.2785 286.2785 0.0681 0.0000 287.9811 Total 0.1942 1.7765 2.0061 3.3300e0030.0864 0.0864 0.0813 0.0813 0.0000 286.2785 286.2785 0.0681 0.0000 287.9811 Mitigated Construction On-Site
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2292
3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0382 1.2511 0.4011 4.3000e0030.1113 1.4600e0030.1127 0.0321 1.4000e0030.0335 0.0000 417.9930 417.9930 0.0228 0.0000 418.5624 Worker 0.2795 0.1910 2.2635 6.9100e0030.7377 5.9100e0030.7436 0.1960 5.4500e0030.2014 0.0000 624.5363 624.5363 0.0164 0.0000 624.9466 Total 0.3177 1.4420 2.6646 0.0112 0.8490 7.3700e0030.8564 0.2281 6.8500e0030.2349 0.0000 1,042.529 4 1,042.529
4 0.0392 0.0000 1,043.509
0 Mitigated Construction Off-Site
3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 6.7100e0030.0663 0.0948 1.5000e0043.3200e0033.3200e0033.0500e0033.0500e0030.0000 13.0175 13.0175 4.2100e0030.0000 13.1227 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 6.7100e0030.0663 0.0948 1.5000e0043.3200e0033.3200e0033.0500e0033.0500e0030.0000 13.0175 13.0175 4.2100e0030.0000 13.1227 Unmitigated Construction On-Site
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2293
3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 2.8000e0041.9000e0042.2300e0031.0000e0057.3000e0041.0000e0057.3000e0041.9000e0041.0000e0052.0000e0040.0000 0.6156 0.6156 2.0000e0050.0000 0.6160 Total 2.8000e0041.9000e0042.2300e0031.0000e0057.3000e0041.0000e0057.3000e0041.9000e0041.0000e0052.0000e0040.0000 0.6156 0.6156 2.0000e0050.0000 0.6160 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 6.7100e0030.0663 0.0948 1.5000e0043.3200e0033.3200e0033.0500e0033.0500e0030.0000 13.0175 13.0175 4.2100e0030.0000 13.1227 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 6.7100e0030.0663 0.0948 1.5000e0043.3200e0033.3200e0033.0500e0033.0500e0030.0000 13.0175 13.0175 4.2100e0030.0000 13.1227 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 23 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
2294
3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 2.8000e0041.9000e0042.2300e0031.0000e0057.3000e0041.0000e0057.3000e0041.9000e0041.0000e0052.0000e0040.0000 0.6156 0.6156 2.0000e0050.0000 0.6160 Total 2.8000e0041.9000e0042.2300e0031.0000e0057.3000e0041.0000e0057.3000e0041.9000e0041.0000e0052.0000e0040.0000 0.6156 0.6156 2.0000e0050.0000 0.6160 Mitigated Construction Off-Site
3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0109 0.1048 0.1609 2.5000e0045.1500e0035.1500e0034.7400e0034.7400e0030.0000 22.0292 22.0292 7.1200e0030.0000 22.2073 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0109 0.1048 0.1609 2.5000e0045.1500e0035.1500e0034.7400e0034.7400e0030.0000 22.0292 22.0292 7.1200e0030.0000 22.2073 Unmitigated Construction On-Site
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2295
3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 4.4000e0042.9000e0043.5100e0031.0000e0051.2300e0031.0000e0051.2400e0033.3000e0041.0000e0053.4000e0040.0000 1.0094 1.0094 3.0000e0050.0000 1.0100 Total 4.4000e0042.9000e0043.5100e0031.0000e0051.2300e0031.0000e0051.2400e0033.3000e0041.0000e0053.4000e0040.0000 1.0094 1.0094 3.0000e0050.0000 1.0100 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0109 0.1048 0.1609 2.5000e0045.1500e0035.1500e0034.7400e0034.7400e0030.0000 22.0292 22.0292 7.1200e0030.0000 22.2073 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0109 0.1048 0.1609 2.5000e0045.1500e0035.1500e0034.7400e0034.7400e0030.0000 22.0292 22.0292 7.1200e0030.0000 22.2073 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 25 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
2296
3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 4.4000e0042.9000e0043.5100e0031.0000e0051.2300e0031.0000e0051.2400e0033.3000e0041.0000e0053.4000e0040.0000 1.0094 1.0094 3.0000e0050.0000 1.0100 Total 4.4000e0042.9000e0043.5100e0031.0000e0051.2300e0031.0000e0051.2400e0033.3000e0041.0000e0053.4000e0040.0000 1.0094 1.0094 3.0000e0050.0000 1.0100 Mitigated Construction Off-Site
3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 4.1372 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 3.1600e0030.0213 0.0317 5.0000e0051.0700e0031.0700e0031.0700e0031.0700e0030.0000 4.4682 4.4682 2.5000e0040.0000 4.4745 Total 4.1404 0.0213 0.0317 5.0000e0051.0700e0031.0700e0031.0700e0031.0700e0030.0000 4.4682 4.4682 2.5000e0040.0000 4.4745 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 26 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
2297
3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 7.4800e0034.9300e0030.0596 1.9000e0040.0209 1.6000e0040.0211 5.5500e0031.5000e0045.7000e0030.0000 17.1287 17.1287 4.3000e0040.0000 17.1394 Total 7.4800e0034.9300e0030.0596 1.9000e0040.0209 1.6000e0040.0211 5.5500e0031.5000e0045.7000e0030.0000 17.1287 17.1287 4.3000e0040.0000 17.1394 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 4.1372 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 3.1600e0030.0213 0.0317 5.0000e0051.0700e0031.0700e0031.0700e0031.0700e0030.0000 4.4682 4.4682 2.5000e0040.0000 4.4745 Total 4.1404 0.0213 0.0317 5.0000e0051.0700e0031.0700e0031.0700e0031.0700e0030.0000 4.4682 4.4682 2.5000e0040.0000 4.4745 Mitigated Construction On-Site
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2298
4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 7.4800e0034.9300e0030.0596 1.9000e0040.0209 1.6000e0040.0211 5.5500e0031.5000e0045.7000e0030.0000 17.1287 17.1287 4.3000e0040.0000 17.1394 Total 7.4800e0034.9300e0030.0596 1.9000e0040.0209 1.6000e0040.0211 5.5500e0031.5000e0045.7000e0030.0000 17.1287 17.1287 4.3000e0040.0000 17.1394 Mitigated Construction Off-Site
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2299
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 1.5857 7.9962 19.1834 0.0821 7.7979 0.0580 7.8559 2.0895 0.0539 2.1434 0.0000 7,620.498 6 7,620.498
6 0.3407 0.0000 7,629.016
2 Unmitigated 1.5857 7.9962 19.1834 0.0821 7.7979 0.0580 7.8559 2.0895 0.0539 2.1434 0.0000 7,620.498 6 7,620.498
6 0.3407 0.0000 7,629.016
2 4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Apartments Low Rise 145.75 154.25 154.00 506,227 506,227 Apartments Mid Rise 4,026.75 3,773.25 4075.50 13,660,065 13,660,065 General Office Building 288.45 62.55 31.05 706,812 706,812 High Turnover (Sit Down Restaurant) 2,368.80 2,873.52 2817.72 3,413,937 3,413,937 Hotel 192.00 187.50 160.00 445,703 445,703
Quality Restaurant 501.12 511.92 461.20 707,488 707,488 Regional Shopping Center 528.08 601.44 357.84 1,112,221 1,112,221 Total 8,050.95 8,164.43 8,057.31 20,552,452 20,552,452
CalEEMod Version: CalEEMod.2016.3.2 Page 29 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
2300
Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Apartments Low Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 Apartments Mid Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 General Office Building 16.60 8.40 6.90 33.00 48.00 19.00 77 19 4 High Turnover (Sit Down
Restaurant)
16.60 8.40 6.90 8.50 72.50 19.00 37 20 43
Hotel 16.60 8.40 6.90 19.40 61.60 19.00 58 38 4
Quality Restaurant 16.60 8.40 6.90 12.00 69.00 19.00 38 18 44 Regional Shopping Center 16.60 8.40 6.90 16.30 64.70 19.00 54 35 11
5.0 Energy Detail
5.1 Mitigation Measures Energy
4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Low Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Apartments Mid Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 General Office Building 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 High Turnover (Sit Down
Restaurant)
0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Hotel 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Quality Restaurant 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Regional Shopping Center 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Historical Energy Use: N
CalEEMod Version: CalEEMod.2016.3.2 Page 30 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
2301
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Electricity
Mitigated
0.0000 0.0000 0.0000 0.0000 0.0000 2,512.646
5 2,512.646
5 0.1037 0.0215 2,521.635
6 Electricity
Unmitigated
0.0000 0.0000 0.0000 0.0000 0.0000 2,512.646
5 2,512.646
5 0.1037 0.0215 2,521.635
6 NaturalGas
Mitigated
0.1398 1.2312 0.7770 7.6200e0030.0966 0.0966 0.0966 0.0966 0.0000 1,383.426 7 1,383.426
7 0.0265 0.0254 1,391.647
8 NaturalGas
Unmitigated
0.1398 1.2312 0.7770 7.6200e0030.0966 0.0966 0.0966 0.0966 0.0000 1,383.426 7 1,383.426
7 0.0265 0.0254 1,391.647
8 CalEEMod Version: CalEEMod.2016.3.2 Page 31 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
2302
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Apartments Low
Rise
408494 2.2000e0030.0188 8.0100e0031.2000e0041.5200e0031.5200e0031.5200e0031.5200e0030.0000 21.7988 21.7988 4.2000e0044.0000e00421.9284 Apartments Mid
Rise
1.30613e
+007
0.0704 0.6018 0.2561 3.8400e0030.0487 0.0487 0.0487 0.0487 0.0000 696.9989 696.9989 0.0134 0.0128 701.1408 General Office
Building
468450 2.5300e0030.0230 0.0193 1.4000e0041.7500e0031.7500e0031.7500e0031.7500e0030.0000 24.9983 24.9983 4.8000e0044.6000e00425.1468 High Turnover (Sit
Down Restaurant)
8.30736e
+006
0.0448 0.4072 0.3421 2.4400e0030.0310 0.0310 0.0310 0.0310 0.0000 443.3124 443.3124 8.5000e0038.1300e003445.9468 Hotel 1.74095e
+006
9.3900e0030.0853 0.0717 5.1000e0046.4900e0036.4900e0036.4900e0036.4900e0030.0000 92.9036 92.9036 1.7800e0031.7000e00393.4557 Quality
Restaurant
1.84608e
+006
9.9500e0030.0905 0.0760 5.4000e0046.8800e0036.8800e0036.8800e0036.8800e0030.0000 98.5139 98.5139 1.8900e0031.8100e00399.0993 Regional
Shopping Center
91840 5.0000e0044.5000e0033.7800e0033.0000e0053.4000e0043.4000e0043.4000e0043.4000e0040.0000 4.9009 4.9009 9.0000e0059.0000e0054.9301 Total 0.1398 1.2312 0.7770 7.6200e0030.0966 0.0966 0.0966 0.0966 0.0000 1,383.426 8 1,383.426
8 0.0265 0.0254 1,391.647
8 Unmitigated
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5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Apartments Low
Rise
408494 2.2000e0030.0188 8.0100e0031.2000e0041.5200e0031.5200e0031.5200e0031.5200e0030.0000 21.7988 21.7988 4.2000e0044.0000e00421.9284 Apartments Mid
Rise
1.30613e
+007
0.0704 0.6018 0.2561 3.8400e0030.0487 0.0487 0.0487 0.0487 0.0000 696.9989 696.9989 0.0134 0.0128 701.1408 General Office
Building
468450 2.5300e0030.0230 0.0193 1.4000e0041.7500e0031.7500e0031.7500e0031.7500e0030.0000 24.9983 24.9983 4.8000e0044.6000e00425.1468 High Turnover (Sit
Down Restaurant)
8.30736e
+006
0.0448 0.4072 0.3421 2.4400e0030.0310 0.0310 0.0310 0.0310 0.0000 443.3124 443.3124 8.5000e0038.1300e003445.9468 Hotel 1.74095e
+006
9.3900e0030.0853 0.0717 5.1000e0046.4900e0036.4900e0036.4900e0036.4900e0030.0000 92.9036 92.9036 1.7800e0031.7000e00393.4557 Quality
Restaurant
1.84608e
+006
9.9500e0030.0905 0.0760 5.4000e0046.8800e0036.8800e0036.8800e0036.8800e0030.0000 98.5139 98.5139 1.8900e0031.8100e00399.0993 Regional
Shopping Center
91840 5.0000e0044.5000e0033.7800e0033.0000e0053.4000e0043.4000e0043.4000e0043.4000e0040.0000 4.9009 4.9009 9.0000e0059.0000e0054.9301 Total 0.1398 1.2312 0.7770 7.6200e0030.0966 0.0966 0.0966 0.0966 0.0000 1,383.426 8 1,383.426
8 0.0265 0.0254 1,391.647
8 Mitigated
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5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Apartments Low
Rise
106010 33.7770 1.3900e0032.9000e00433.8978
Apartments Mid
Rise
3.94697e
+006
1,257.587
9 0.0519 0.0107 1,262.086
9 General Office
Building
584550 186.2502 7.6900e0031.5900e003186.9165
High Turnover (Sit
Down Restaurant)
1.58904e
+006
506.3022 0.0209 4.3200e003508.1135
Hotel 550308 175.3399 7.2400e0031.5000e003175.9672
Quality
Restaurant
353120 112.5116 4.6500e0039.6000e004112.9141
Regional
Shopping Center
756000 240.8778 9.9400e0032.0600e003241.7395
Total 2,512.646
5 0.1037 0.0215 2,521.635
6 Unmitigated
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6.1 Mitigation Measures Area
6.0 Area Detail
5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Apartments Low
Rise
106010 33.7770 1.3900e0032.9000e00433.8978
Apartments Mid
Rise
3.94697e
+006
1,257.587
9 0.0519 0.0107 1,262.086
9 General Office
Building
584550 186.2502 7.6900e0031.5900e003186.9165
High Turnover (Sit
Down Restaurant)
1.58904e
+006
506.3022 0.0209 4.3200e003508.1135
Hotel 550308 175.3399 7.2400e0031.5000e003175.9672
Quality
Restaurant
353120 112.5116 4.6500e0039.6000e004112.9141
Regional
Shopping Center
756000 240.8778 9.9400e0032.0600e003241.7395
Total 2,512.646
5 0.1037 0.0215 2,521.635
6 Mitigated
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 5.1437 0.2950 10.3804 1.6700e0030.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e003222.5835 Unmitigated 5.1437 0.2950 10.3804 1.6700e0030.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e003222.5835
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating
0.4137 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products
4.3998 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.0206 0.1763 0.0750 1.1200e0030.0143 0.0143 0.0143 0.0143 0.0000 204.1166 204.1166 3.9100e0033.7400e003205.3295 Landscaping 0.3096 0.1187 10.3054 5.4000e0040.0572 0.0572 0.0572 0.0572 0.0000 16.8504 16.8504 0.0161 0.0000 17.2540 Total 5.1437 0.2950 10.3804 1.6600e0030.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e003222.5835 Unmitigated
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7.1 Mitigation Measures Water
7.0 Water Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating
0.4137 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products
4.3998 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.0206 0.1763 0.0750 1.1200e0030.0143 0.0143 0.0143 0.0143 0.0000 204.1166 204.1166 3.9100e0033.7400e003205.3295 Landscaping 0.3096 0.1187 10.3054 5.4000e0040.0572 0.0572 0.0572 0.0572 0.0000 16.8504 16.8504 0.0161 0.0000 17.2540 Total 5.1437 0.2950 10.3804 1.6600e0030.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e003222.5835 Mitigated
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Total CO2 CH4 N2O CO2e
Category MT/yr
Mitigated 585.8052 3.0183 0.0755 683.7567
Unmitigated 585.8052 3.0183 0.0755 683.7567
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7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
Apartments Low
Rise
1.62885 /
1.02688
10.9095 0.0535 1.3400e00312.6471
Apartments Mid
Rise
63.5252 /
40.0485
425.4719 2.0867 0.0523 493.2363
General Office
Building
7.99802 /
4.90201
53.0719 0.2627 6.5900e00361.6019
High Turnover (Sit
Down Restaurant)
10.9272 /
0.697482
51.2702 0.3580 8.8200e00362.8482
Hotel 1.26834 /
0.140927
6.1633 0.0416 1.0300e0037.5079
Quality
Restaurant
2.42827 /
0.154996
11.3934 0.0796 1.9600e00313.9663
Regional
Shopping Center
4.14806 /
2.54236
27.5250 0.1363 3.4200e00331.9490
Total 585.8052 3.0183 0.0755 683.7567
Unmitigated
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8.1 Mitigation Measures Waste
7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
Apartments Low
Rise
1.62885 /
1.02688
10.9095 0.0535 1.3400e00312.6471
Apartments Mid
Rise
63.5252 /
40.0485
425.4719 2.0867 0.0523 493.2363
General Office
Building
7.99802 /
4.90201
53.0719 0.2627 6.5900e00361.6019
High Turnover (Sit
Down Restaurant)
10.9272 /
0.697482
51.2702 0.3580 8.8200e00362.8482
Hotel 1.26834 /
0.140927
6.1633 0.0416 1.0300e0037.5079
Quality
Restaurant
2.42827 /
0.154996
11.3934 0.0796 1.9600e00313.9663
Regional
Shopping Center
4.14806 /
2.54236
27.5250 0.1363 3.4200e00331.9490
Total 585.8052 3.0183 0.0755 683.7567
Mitigated
8.0 Waste Detail
CalEEMod Version: CalEEMod.2016.3.2 Page 40 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
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Total CO2 CH4 N2O CO2e
MT/yr
Mitigated 207.8079 12.2811 0.0000 514.8354
Unmitigated 207.8079 12.2811 0.0000 514.8354
Category/Year
CalEEMod Version: CalEEMod.2016.3.2 Page 41 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
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8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
Apartments Low
Rise
11.5 2.3344 0.1380 0.0000 5.7834
Apartments Mid
Rise
448.5 91.0415 5.3804 0.0000 225.5513
General Office
Building
41.85 8.4952 0.5021 0.0000 21.0464
High Turnover (Sit
Down Restaurant)
428.4 86.9613 5.1393 0.0000 215.4430
Hotel 27.38 5.5579 0.3285 0.0000 13.7694
Quality
Restaurant
7.3 1.4818 0.0876 0.0000 3.6712
Regional
Shopping Center
58.8 11.9359 0.7054 0.0000 29.5706
Total 207.8079 12.2811 0.0000 514.8354
Unmitigated
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8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
Apartments Low
Rise
11.5 2.3344 0.1380 0.0000 5.7834
Apartments Mid
Rise
448.5 91.0415 5.3804 0.0000 225.5513
General Office
Building
41.85 8.4952 0.5021 0.0000 21.0464
High Turnover (Sit
Down Restaurant)
428.4 86.9613 5.1393 0.0000 215.4430
Hotel 27.38 5.5579 0.3285 0.0000 13.7694
Quality
Restaurant
7.3 1.4818 0.0876 0.0000 3.6712
Regional
Shopping Center
58.8 11.9359 0.7054 0.0000 29.5706
Total 207.8079 12.2811 0.0000 514.8354
Mitigated
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type CalEEMod Version: CalEEMod.2016.3.2 Page 43 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual
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11.0 Vegetation
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
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1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population General Office Building 45.00 1000sqft 1.03 45,000.00 0 High Turnover (Sit Down Restaurant) 36.00 1000sqft 0.83 36,000.00 0 Hotel 50.00 Room 1.67 72,600.00 0
Quality Restaurant 8.00 1000sqft 0.18 8,000.00 0
Apartments Low Rise 25.00 Dwelling Unit 1.56 25,000.00 72 Apartments Mid Rise 975.00 Dwelling Unit 25.66 975,000.00 2789 Regional Shopping Center 56.00 1000sqft 1.29 56,000.00 0
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
9 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 33
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company Southern California Edison
Operational Year 2028
CO2 Intensity
(lb/MWhr)
702.44 CH4 Intensity 0.029
(lb/MWhr)
N2O Intensity 0.006
(lb/MWhr)
Village South Specific Plan (Proposed)
Los Angeles-South Coast County, Summer
CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 35 Date: 1/12/2021 2:29 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Summer
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Project Characteristics - Consistent with the DEIR's model.
Land Use - See SWAPE comment regarding residential and retail land uses.
Construction Phase - See SWAPE comment regarding individual construction phase lengths.
Demolition - Consistent with the DEIR's model. See SWAPE comment regarding demolition.
Vehicle Trips - Saturday trips consistent with the DEIR's model. See SWAPE comment regarding weekday and Sunday trips.
Woodstoves - Woodstoves and wood-burning fireplaces consistent with the DEIR's model. See SWAPE comment regarding gas fireplaces.
Energy Use -
Construction Off-road Equipment Mitigation - See SWAPE comment on construction-related mitigation.
Area Mitigation - See SWAPE comment regarding operational mitigation measures.
Water Mitigation - See SWAPE comment regarding operational mitigation measures.
Trips and VMT - Local hire provision
Table Name Column Name Default Value New Value
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces NumberWood 1.25 0.00
tblFireplaces NumberWood 48.75 0.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblVehicleTrips ST_TR 7.16 6.17
tblVehicleTrips ST_TR 6.39 3.87
tblVehicleTrips ST_TR 2.46 1.39
tblVehicleTrips ST_TR 158.37 79.82
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2.0 Emissions Summary
tblVehicleTrips ST_TR 8.19 3.75
tblVehicleTrips ST_TR 94.36 63.99
tblVehicleTrips ST_TR 49.97 10.74
tblVehicleTrips SU_TR 6.07 6.16
tblVehicleTrips SU_TR 5.86 4.18
tblVehicleTrips SU_TR 1.05 0.69
tblVehicleTrips SU_TR 131.84 78.27
tblVehicleTrips SU_TR 5.95 3.20
tblVehicleTrips SU_TR 72.16 57.65
tblVehicleTrips SU_TR 25.24 6.39
tblVehicleTrips WD_TR 6.59 5.83
tblVehicleTrips WD_TR 6.65 4.13
tblVehicleTrips WD_TR 11.03 6.41
tblVehicleTrips WD_TR 127.15 65.80
tblVehicleTrips WD_TR 8.17 3.84
tblVehicleTrips WD_TR 89.95 62.64
tblVehicleTrips WD_TR 42.70 9.43
tblWoodstoves NumberCatalytic 1.25 0.00
tblWoodstoves NumberCatalytic 48.75 0.00
tblWoodstoves NumberNoncatalytic 1.25 0.00
tblWoodstoves NumberNoncatalytic 48.75 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
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2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2021 4.2561 46.4415 31.4494 0.0636 18.2032 2.0456 20.2488 9.9670 1.8820 11.8490 0.0000 6,163.416 6 6,163.416
6 1.9475 0.0000 6,212.103
9 2022 4.5441 38.8811 40.8776 0.1240 8.8255 1.6361 10.4616 3.6369 1.5052 5.1421 0.0000 12,493.44 03 12,493.44
03 1.9485 0.0000 12,518.57
07 2023 4.1534 25.7658 38.7457 0.1206 7.0088 0.7592 7.7679 1.8799 0.7136 2.5935 0.0000 12,150.48 90 12,150.48
90 0.9589 0.0000 12,174.46
15 2024 237.0219 9.5478 14.9642 0.0239 1.2171 0.4694 1.2875 0.3229 0.4319 0.4621 0.0000 2,313.180 8 2,313.180
8 0.7166 0.0000 2,331.095
6 Maximum 237.0219 46.4415 40.8776 0.1240 18.2032 2.0456 20.2488 9.9670 1.8820 11.8490 0.0000 12,493.44 03 12,493.44
03 1.9485 0.0000 12,518.57
07 Unmitigated Construction
CalEEMod Version: CalEEMod.2016.3.2 Page 4 of 35 Date: 1/12/2021 2:29 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Summer
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2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2021 4.2561 46.4415 31.4494 0.0636 18.2032 2.0456 20.2488 9.9670 1.8820 11.8490 0.0000 6,163.416 6 6,163.416
6 1.9475 0.0000 6,212.103
9 2022 4.5441 38.8811 40.8776 0.1240 8.8255 1.6361 10.4616 3.6369 1.5052 5.1421 0.0000 12,493.44 03 12,493.44
03 1.9485 0.0000 12,518.57
07 2023 4.1534 25.7658 38.7457 0.1206 7.0088 0.7592 7.7679 1.8799 0.7136 2.5935 0.0000 12,150.48 90 12,150.48
90 0.9589 0.0000 12,174.46
15 2024 237.0219 9.5478 14.9642 0.0239 1.2171 0.4694 1.2875 0.3229 0.4319 0.4621 0.0000 2,313.180 8 2,313.180
8 0.7166 0.0000 2,331.095
5 Maximum 237.0219 46.4415 40.8776 0.1240 18.2032 2.0456 20.2488 9.9670 1.8820 11.8490 0.0000 12,493.44 03 12,493.44
03 1.9485 0.0000 12,518.57
07 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Page 5 of 35 Date: 1/12/2021 2:29 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Summer
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2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Energy 0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Mobile 9.8489 45.4304 114.8495 0.4917 45.9592 0.3360 46.2951 12.2950 0.3119 12.6070 50,306.60 34 50,306.60
34 2.1807 50,361.12
08 Total 41.1168 67.2262 207.5497 0.6278 45.9592 2.4626 48.4217 12.2950 2.4385 14.7336 0.0000 76,811.18 16 76,811.18
16 2.8282 0.4832 77,025.87
86 Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Energy 0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Mobile 9.8489 45.4304 114.8495 0.4917 45.9592 0.3360 46.2951 12.2950 0.3119 12.6070 50,306.60 34 50,306.60
34 2.1807 50,361.12
08 Total 41.1168 67.2262 207.5497 0.6278 45.9592 2.4626 48.4217 12.2950 2.4385 14.7336 0.0000 76,811.18 16 76,811.18
16 2.8282 0.4832 77,025.87
86 Mitigated Operational
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3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 9/1/2021 10/12/2021 5 30
2 Site Preparation Site Preparation 10/13/2021 11/9/2021 5 20 3 Grading Grading 11/10/2021 1/11/2022 5 45
4 Building Construction Building Construction 1/12/2022 12/12/2023 5 500 5 Paving Paving 12/13/2023 1/30/2024 5 35
6 Architectural Coating Architectural Coating 1/31/2024 3/19/2024 5 35 OffRoad Equipment
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential Indoor: 2,025,000; Residential Outdoor: 675,000; Non-Residential Indoor: 326,400; Non-Residential Outdoor: 108,800; Striped Parking Area: 0 (Architectural Coating ±sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 112.5
Acres of Paving: 0
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2322
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Excavators 3 8.00 158 0.38
Demolition Rubber Tired Dozers 2 8.00 247 0.40
Site Preparation Rubber Tired Dozers 3 8.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Grading Excavators 2 8.00 158 0.38
Grading Graders 1 8.00 187 0.41
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Scrapers 2 8.00 367 0.48
Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37
Building Construction Cranes 1 7.00 231 0.29
Building Construction Forklifts 3 8.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Building Construction Welders 1 8.00 46 0.45
Paving Pavers 2 8.00 130 0.42
Paving Paving Equipment 2 8.00 132 0.36
Paving Rollers 2 8.00 80 0.38
Architectural Coating Air Compressors 1 6.00 78 0.48
Trips and VMT
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3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 3.3074 0.0000 3.3074 0.5008 0.0000 0.5008 0.0000 0.0000 Off-Road 3.1651 31.4407 21.5650 0.0388 1.5513 1.5513 1.4411 1.4411 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Total 3.1651 31.4407 21.5650 0.0388 3.3074 1.5513 4.8588 0.5008 1.4411 1.9419 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Unmitigated Construction On-Site
3.1 Mitigation Measures Construction
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 6 15.00 0.00 458.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Site Preparation 7 18.00 0.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 0.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 801.00 143.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 160.00 0.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Page 9 of 35 Date: 1/12/2021 2:29 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Summer
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3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.1273 4.0952 0.9602 0.0119 0.2669 0.0126 0.2795 0.0732 0.0120 0.0852 1,292.241 3 1,292.241
3 0.0877 1,294.433
7 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0487 0.0313 0.4282 1.1800e0030.1141 9.5000e0040.1151 0.0303 8.8000e0040.0311 117.2799 117.2799 3.5200e003117.3678 Total 0.1760 4.1265 1.3884 0.0131 0.3810 0.0135 0.3946 0.1034 0.0129 0.1163 1,409.521 2 1,409.521
2 0.0912 1,411.801
5 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 3.3074 0.0000 3.3074 0.5008 0.0000 0.5008 0.0000 0.0000 Off-Road 3.1651 31.4407 21.5650 0.0388 1.5513 1.5513 1.4411 1.4411 0.0000 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Total 3.1651 31.4407 21.5650 0.0388 3.3074 1.5513 4.8588 0.5008 1.4411 1.9419 0.0000 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Mitigated Construction On-Site
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3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.1273 4.0952 0.9602 0.0119 0.2669 0.0126 0.2795 0.0732 0.0120 0.0852 1,292.241 3 1,292.241
3 0.0877 1,294.433
7 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0487 0.0313 0.4282 1.1800e0030.1141 9.5000e0040.1151 0.0303 8.8000e0040.0311 117.2799 117.2799 3.5200e003117.3678 Total 0.1760 4.1265 1.3884 0.0131 0.3810 0.0135 0.3946 0.1034 0.0129 0.1163 1,409.521 2 1,409.521
2 0.0912 1,411.801
5 Mitigated Construction Off-Site
3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 18.0663 0.0000 18.0663 9.9307 0.0000 9.9307 0.0000 0.0000 Off-Road 3.8882 40.4971 21.1543 0.0380 2.0445 2.0445 1.8809 1.8809 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Total 3.8882 40.4971 21.1543 0.0380 18.0663 2.0445 20.1107 9.9307 1.8809 11.8116 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Unmitigated Construction On-Site
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3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0584 0.0375 0.5139 1.4100e0030.1369 1.1400e0030.1381 0.0363 1.0500e0030.0374 140.7359 140.7359 4.2200e003140.8414 Total 0.0584 0.0375 0.5139 1.4100e0030.1369 1.1400e0030.1381 0.0363 1.0500e0030.0374 140.7359 140.7359 4.2200e003140.8414 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 18.0663 0.0000 18.0663 9.9307 0.0000 9.9307 0.0000 0.0000 Off-Road 3.8882 40.4971 21.1543 0.0380 2.0445 2.0445 1.8809 1.8809 0.0000 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Total 3.8882 40.4971 21.1543 0.0380 18.0663 2.0445 20.1107 9.9307 1.8809 11.8116 0.0000 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Mitigated Construction On-Site
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3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0584 0.0375 0.5139 1.4100e0030.1369 1.1400e0030.1381 0.0363 1.0500e0030.0374 140.7359 140.7359 4.2200e003140.8414 Total 0.0584 0.0375 0.5139 1.4100e0030.1369 1.1400e0030.1381 0.0363 1.0500e0030.0374 140.7359 140.7359 4.2200e003140.8414 Mitigated Construction Off-Site
3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 4.1912 46.3998 30.8785 0.0620 1.9853 1.9853 1.8265 1.8265 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Total 4.1912 46.3998 30.8785 0.0620 8.6733 1.9853 10.6587 3.5965 1.8265 5.4230 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Unmitigated Construction On-Site
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2328
3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0649 0.0417 0.5710 1.5700e0030.1521 1.2700e0030.1534 0.0404 1.1700e0030.0415 156.3732 156.3732 4.6900e003156.4904 Total 0.0649 0.0417 0.5710 1.5700e0030.1521 1.2700e0030.1534 0.0404 1.1700e0030.0415 156.3732 156.3732 4.6900e003156.4904 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 4.1912 46.3998 30.8785 0.0620 1.9853 1.9853 1.8265 1.8265 0.0000 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Total 4.1912 46.3998 30.8785 0.0620 8.6733 1.9853 10.6587 3.5965 1.8265 5.4230 0.0000 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Mitigated Construction On-Site
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2329
3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0649 0.0417 0.5710 1.5700e0030.1521 1.2700e0030.1534 0.0404 1.1700e0030.0415 156.3732 156.3732 4.6900e003156.4904 Total 0.0649 0.0417 0.5710 1.5700e0030.1521 1.2700e0030.1534 0.0404 1.1700e0030.0415 156.3732 156.3732 4.6900e003156.4904 Mitigated Construction Off-Site
3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 3.6248 38.8435 29.0415 0.0621 1.6349 1.6349 1.5041 1.5041 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Total 3.6248 38.8435 29.0415 0.0621 8.6733 1.6349 10.3082 3.5965 1.5041 5.1006 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Unmitigated Construction On-Site
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3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0607 0.0376 0.5263 1.5100e0030.1521 1.2300e0030.1534 0.0404 1.1300e0030.0415 150.8754 150.8754 4.2400e003150.9813 Total 0.0607 0.0376 0.5263 1.5100e0030.1521 1.2300e0030.1534 0.0404 1.1300e0030.0415 150.8754 150.8754 4.2400e003150.9813 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 3.6248 38.8435 29.0415 0.0621 1.6349 1.6349 1.5041 1.5041 0.0000 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Total 3.6248 38.8435 29.0415 0.0621 8.6733 1.6349 10.3082 3.5965 1.5041 5.1006 0.0000 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Mitigated Construction On-Site
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2331
3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0607 0.0376 0.5263 1.5100e0030.1521 1.2300e0030.1534 0.0404 1.1300e0030.0415 150.8754 150.8754 4.2400e003150.9813 Total 0.0607 0.0376 0.5263 1.5100e0030.1521 1.2300e0030.1534 0.0404 1.1300e0030.0415 150.8754 150.8754 4.2400e003150.9813 Mitigated Construction Off-Site
3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Total 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Unmitigated Construction On-Site
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3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.4079 13.2032 3.4341 0.0364 0.9155 0.0248 0.9404 0.2636 0.0237 0.2873 3,896.548 2 3,896.548
2 0.2236 3,902.138
4 Worker 2.4299 1.5074 21.0801 0.0607 6.0932 0.0493 6.1425 1.6163 0.0454 1.6617 6,042.558 5 6,042.558
5 0.1697 6,046.800
0 Total 2.8378 14.7106 24.5142 0.0971 7.0087 0.0741 7.0828 1.8799 0.0691 1.9490 9,939.106 7 9,939.106
7 0.3933 9,948.938
4 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 0.0000 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Total 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 0.0000 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Mitigated Construction On-Site
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3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.4079 13.2032 3.4341 0.0364 0.9155 0.0248 0.9404 0.2636 0.0237 0.2873 3,896.548 2 3,896.548
2 0.2236 3,902.138
4 Worker 2.4299 1.5074 21.0801 0.0607 6.0932 0.0493 6.1425 1.6163 0.0454 1.6617 6,042.558 5 6,042.558
5 0.1697 6,046.800
0 Total 2.8378 14.7106 24.5142 0.0971 7.0087 0.0741 7.0828 1.8799 0.0691 1.9490 9,939.106 7 9,939.106
7 0.3933 9,948.938
4 Mitigated Construction Off-Site
3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Total 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Unmitigated Construction On-Site
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3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.3027 10.0181 3.1014 0.0352 0.9156 0.0116 0.9271 0.2636 0.0111 0.2747 3,773.876 2 3,773.876
2 0.1982 3,778.830
0 Worker 2.2780 1.3628 19.4002 0.0584 6.0932 0.0479 6.1411 1.6163 0.0441 1.6604 5,821.402 8 5,821.402
8 0.1529 5,825.225
4 Total 2.5807 11.3809 22.5017 0.0936 7.0088 0.0595 7.0682 1.8799 0.0552 1.9350 9,595.279 0 9,595.279
0 0.3511 9,604.055
4 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 0.0000 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Total 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 0.0000 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Mitigated Construction On-Site
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3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.3027 10.0181 3.1014 0.0352 0.9156 0.0116 0.9271 0.2636 0.0111 0.2747 3,773.876 2 3,773.876
2 0.1982 3,778.830
0 Worker 2.2780 1.3628 19.4002 0.0584 6.0932 0.0479 6.1411 1.6163 0.0441 1.6604 5,821.402 8 5,821.402
8 0.1529 5,825.225
4 Total 2.5807 11.3809 22.5017 0.0936 7.0088 0.0595 7.0682 1.8799 0.0552 1.9350 9,595.279 0 9,595.279
0 0.3511 9,604.055
4 Mitigated Construction Off-Site
3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Unmitigated Construction On-Site
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3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0427 0.0255 0.3633 1.0900e0030.1141 9.0000e0040.1150 0.0303 8.3000e0040.0311 109.0150 109.0150 2.8600e003109.0866 Total 0.0427 0.0255 0.3633 1.0900e0030.1141 9.0000e0040.1150 0.0303 8.3000e0040.0311 109.0150 109.0150 2.8600e003109.0866 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 0.0000 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 0.0000 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Mitigated Construction On-Site
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3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0427 0.0255 0.3633 1.0900e0030.1141 9.0000e0040.1150 0.0303 8.3000e0040.0311 109.0150 109.0150 2.8600e003109.0866 Total 0.0427 0.0255 0.3633 1.0900e0030.1141 9.0000e0040.1150 0.0303 8.3000e0040.0311 109.0150 109.0150 2.8600e003109.0866 Mitigated Construction Off-Site
3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Unmitigated Construction On-Site
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3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0403 0.0233 0.3384 1.0600e0030.1141 8.8000e0040.1150 0.0303 8.1000e0040.0311 105.6336 105.6336 2.6300e003105.6992 Total 0.0403 0.0233 0.3384 1.0600e0030.1141 8.8000e0040.1150 0.0303 8.1000e0040.0311 105.6336 105.6336 2.6300e003105.6992 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 0.0000 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 0.0000 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Mitigated Construction On-Site
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3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0403 0.0233 0.3384 1.0600e0030.1141 8.8000e0040.1150 0.0303 8.1000e0040.0311 105.6336 105.6336 2.6300e003105.6992 Total 0.0403 0.0233 0.3384 1.0600e0030.1141 8.8000e0040.1150 0.0303 8.1000e0040.0311 105.6336 105.6336 2.6300e003105.6992 Mitigated Construction Off-Site
3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 236.4115 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1808 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 281.4481 281.4481 0.0159 281.8443 Total 236.5923 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 281.4481 281.4481 0.0159 281.8443 Unmitigated Construction On-Site
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3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.4296 0.2481 3.6098 0.0113 1.2171 9.4300e0031.2266 0.3229 8.6800e0030.3315 1,126.758 3 1,126.758
3 0.0280 1,127.458
3 Total 0.4296 0.2481 3.6098 0.0113 1.2171 9.4300e0031.2266 0.3229 8.6800e0030.3315 1,126.758 3 1,126.758
3 0.0280 1,127.458
3 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 236.4115 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1808 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 0.0000 281.4481 281.4481 0.0159 281.8443 Total 236.5923 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 0.0000 281.4481 281.4481 0.0159 281.8443 Mitigated Construction On-Site
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4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.4296 0.2481 3.6098 0.0113 1.2171 9.4300e0031.2266 0.3229 8.6800e0030.3315 1,126.758 3 1,126.758
3 0.0280 1,127.458
3 Total 0.4296 0.2481 3.6098 0.0113 1.2171 9.4300e0031.2266 0.3229 8.6800e0030.3315 1,126.758 3 1,126.758
3 0.0280 1,127.458
3 Mitigated Construction Off-Site
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 9.8489 45.4304 114.8495 0.4917 45.9592 0.3360 46.2951 12.2950 0.3119 12.6070 50,306.60 34 50,306.60
34 2.1807 50,361.12
08 Unmitigated 9.8489 45.4304 114.8495 0.4917 45.9592 0.3360 46.2951 12.2950 0.3119 12.6070 50,306.60 34 50,306.60
34 2.1807 50,361.12
08 4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Apartments Low Rise 145.75 154.25 154.00 506,227 506,227 Apartments Mid Rise 4,026.75 3,773.25 4075.50 13,660,065 13,660,065 General Office Building 288.45 62.55 31.05 706,812 706,812 High Turnover (Sit Down Restaurant) 2,368.80 2,873.52 2817.72 3,413,937 3,413,937 Hotel 192.00 187.50 160.00 445,703 445,703
Quality Restaurant 501.12 511.92 461.20 707,488 707,488 Regional Shopping Center 528.08 601.44 357.84 1,112,221 1,112,221 Total 8,050.95 8,164.43 8,057.31 20,552,452 20,552,452
CalEEMod Version: CalEEMod.2016.3.2 Page 28 of 35 Date: 1/12/2021 2:29 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Summer
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Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Apartments Low Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 Apartments Mid Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 General Office Building 16.60 8.40 6.90 33.00 48.00 19.00 77 19 4 High Turnover (Sit Down
Restaurant)
16.60 8.40 6.90 8.50 72.50 19.00 37 20 43
Hotel 16.60 8.40 6.90 19.40 61.60 19.00 58 38 4
Quality Restaurant 16.60 8.40 6.90 12.00 69.00 19.00 38 18 44 Regional Shopping Center 16.60 8.40 6.90 16.30 64.70 19.00 54 35 11
5.0 Energy Detail
5.1 Mitigation Measures Energy
4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Low Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Apartments Mid Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 General Office Building 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 High Turnover (Sit Down
Restaurant)
0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Hotel 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Quality Restaurant 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Regional Shopping Center 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Historical Energy Use: N
CalEEMod Version: CalEEMod.2016.3.2 Page 29 of 35 Date: 1/12/2021 2:29 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Summer
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated
0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 NaturalGas
Unmitigated
0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 CalEEMod Version: CalEEMod.2016.3.2 Page 30 of 35 Date: 1/12/2021 2:29 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Summer
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5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Apartments Low
Rise
1119.16 0.0121 0.1031 0.0439 6.6000e0048.3400e0038.3400e0038.3400e0038.3400e003131.6662 131.6662 2.5200e0032.4100e003132.4486 Apartments Mid
Rise
35784.3 0.3859 3.2978 1.4033 0.0211 0.2666 0.2666 0.2666 0.2666 4,209.916 4 4,209.916
4 0.0807 0.0772 4,234.933
9 General Office
Building
1283.42 0.0138 0.1258 0.1057 7.5000e0049.5600e0039.5600e0039.5600e0039.5600e003150.9911 150.9911 2.8900e0032.7700e003151.8884 High Turnover (Sit
Down Restaurant)
22759.9 0.2455 2.2314 1.8743 0.0134 0.1696 0.1696 0.1696 0.1696 2,677.634 2 2,677.634
2 0.0513 0.0491 2,693.546
0 Hotel 4769.72 0.0514 0.4676 0.3928 2.8100e0030.0355 0.0355 0.0355 0.0355 561.1436 561.1436 0.0108 0.0103 564.4782 Quality
Restaurant
5057.75 0.0545 0.4959 0.4165 2.9800e0030.0377 0.0377 0.0377 0.0377 595.0298 595.0298 0.0114 0.0109 598.5658 Regional
Shopping Center
251.616 2.7100e0030.0247 0.0207 1.5000e0041.8700e0031.8700e0031.8700e0031.8700e00329.6019 29.6019 5.7000e0045.4000e00429.7778 Total 0.7660 6.7463 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Unmitigated
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6.1 Mitigation Measures Area
6.0 Area Detail
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Apartments Low
Rise
1.11916 0.0121 0.1031 0.0439 6.6000e0048.3400e0038.3400e0038.3400e0038.3400e003131.6662 131.6662 2.5200e0032.4100e003132.4486 Apartments Mid
Rise
35.7843 0.3859 3.2978 1.4033 0.0211 0.2666 0.2666 0.2666 0.2666 4,209.916 4 4,209.916
4 0.0807 0.0772 4,234.933
9 General Office
Building
1.28342 0.0138 0.1258 0.1057 7.5000e0049.5600e0039.5600e0039.5600e0039.5600e003150.9911 150.9911 2.8900e0032.7700e003151.8884 High Turnover (Sit
Down Restaurant)
22.7599 0.2455 2.2314 1.8743 0.0134 0.1696 0.1696 0.1696 0.1696 2,677.634 2 2,677.634
2 0.0513 0.0491 2,693.546
0 Hotel 4.76972 0.0514 0.4676 0.3928 2.8100e0030.0355 0.0355 0.0355 0.0355 561.1436 561.1436 0.0108 0.0103 564.4782 Quality
Restaurant
5.05775 0.0545 0.4959 0.4165 2.9800e0030.0377 0.0377 0.0377 0.0377 595.0298 595.0298 0.0114 0.0109 598.5658 Regional
Shopping Center
0.251616 2.7100e0030.0247 0.0207 1.5000e0041.8700e0031.8700e0031.8700e0031.8700e00329.6019 29.6019 5.7000e0045.4000e00429.7778 Total 0.7660 6.7463 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Mitigated
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Unmitigated 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
2.2670 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
24.1085 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 1.6500 14.1000 6.0000 0.0900 1.1400 1.1400 1.1400 1.1400 0.0000 18,000.00 00 18,000.00
00 0.3450 0.3300 18,106.96
50 Landscaping 2.4766 0.9496 82.4430 4.3600e0030.4574 0.4574 0.4574 0.4574 148.5950 148.5950 0.1424 152.1542 Total 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Unmitigated
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8.1 Mitigation Measures Waste
7.1 Mitigation Measures Water
7.0 Water Detail
8.0 Waste Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
2.2670 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
24.1085 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 1.6500 14.1000 6.0000 0.0900 1.1400 1.1400 1.1400 1.1400 0.0000 18,000.00 00 18,000.00
00 0.3450 0.3300 18,106.96
50 Landscaping 2.4766 0.9496 82.4430 4.3600e0030.4574 0.4574 0.4574 0.4574 148.5950 148.5950 0.1424 152.1542 Total 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Mitigated
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
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11.0 Vegetation
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
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1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population General Office Building 45.00 1000sqft 1.03 45,000.00 0 High Turnover (Sit Down Restaurant) 36.00 1000sqft 0.83 36,000.00 0 Hotel 50.00 Room 1.67 72,600.00 0
Quality Restaurant 8.00 1000sqft 0.18 8,000.00 0
Apartments Low Rise 25.00 Dwelling Unit 1.56 25,000.00 72 Apartments Mid Rise 975.00 Dwelling Unit 25.66 975,000.00 2789 Regional Shopping Center 56.00 1000sqft 1.29 56,000.00 0
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
9 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 33
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company Southern California Edison
Operational Year 2028
CO2 Intensity
(lb/MWhr)
702.44 CH4 Intensity 0.029
(lb/MWhr)
N2O Intensity 0.006
(lb/MWhr)
Village South Specific Plan (Proposed)
Los Angeles-South Coast County, Winter
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Project Characteristics - Consistent with the DEIR's model.
Land Use - See SWAPE comment regarding residential and retail land uses.
Construction Phase - See SWAPE comment regarding individual construction phase lengths.
Demolition - Consistent with the DEIR's model. See SWAPE comment regarding demolition.
Vehicle Trips - Saturday trips consistent with the DEIR's model. See SWAPE comment regarding weekday and Sunday trips.
Woodstoves - Woodstoves and wood-burning fireplaces consistent with the DEIR's model. See SWAPE comment regarding gas fireplaces.
Energy Use -
Construction Off-road Equipment Mitigation - See SWAPE comment on construction-related mitigation.
Area Mitigation - See SWAPE comment regarding operational mitigation measures.
Water Mitigation - See SWAPE comment regarding operational mitigation measures.
Trips and VMT - Local hire provision
Table Name Column Name Default Value New Value
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces NumberWood 1.25 0.00
tblFireplaces NumberWood 48.75 0.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblVehicleTrips ST_TR 7.16 6.17
tblVehicleTrips ST_TR 6.39 3.87
tblVehicleTrips ST_TR 2.46 1.39
tblVehicleTrips ST_TR 158.37 79.82
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2.0 Emissions Summary
tblVehicleTrips ST_TR 8.19 3.75
tblVehicleTrips ST_TR 94.36 63.99
tblVehicleTrips ST_TR 49.97 10.74
tblVehicleTrips SU_TR 6.07 6.16
tblVehicleTrips SU_TR 5.86 4.18
tblVehicleTrips SU_TR 1.05 0.69
tblVehicleTrips SU_TR 131.84 78.27
tblVehicleTrips SU_TR 5.95 3.20
tblVehicleTrips SU_TR 72.16 57.65
tblVehicleTrips SU_TR 25.24 6.39
tblVehicleTrips WD_TR 6.59 5.83
tblVehicleTrips WD_TR 6.65 4.13
tblVehicleTrips WD_TR 11.03 6.41
tblVehicleTrips WD_TR 127.15 65.80
tblVehicleTrips WD_TR 8.17 3.84
tblVehicleTrips WD_TR 89.95 62.64
tblVehicleTrips WD_TR 42.70 9.43
tblWoodstoves NumberCatalytic 1.25 0.00
tblWoodstoves NumberCatalytic 48.75 0.00
tblWoodstoves NumberNoncatalytic 1.25 0.00
tblWoodstoves NumberNoncatalytic 48.75 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
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2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2021 4.2621 46.4460 31.4068 0.0635 18.2032 2.0456 20.2488 9.9670 1.8820 11.8490 0.0000 6,154.337 7 6,154.337
7 1.9472 0.0000 6,203.018
6 2022 4.7966 38.8851 39.6338 0.1195 8.8255 1.6361 10.4616 3.6369 1.5052 5.1421 0.0000 12,035.34 40 12,035.34
40 1.9482 0.0000 12,060.60
13 2023 4.3939 25.8648 37.5031 0.1162 7.0088 0.7598 7.7685 1.8799 0.7142 2.5940 0.0000 11,710.40 80 11,710.40
80 0.9617 0.0000 11,734.44
97 2024 237.0656 9.5503 14.9372 0.0238 1.2171 0.4694 1.2875 0.3229 0.4319 0.4621 0.0000 2,307.051 7 2,307.051
7 0.7164 0.0000 2,324.962
7 Maximum 237.0656 46.4460 39.6338 0.1195 18.2032 2.0456 20.2488 9.9670 1.8820 11.8490 0.0000 12,035.34 40 12,035.34
40 1.9482 0.0000 12,060.60
13 Unmitigated Construction
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2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2021 4.2621 46.4460 31.4068 0.0635 18.2032 2.0456 20.2488 9.9670 1.8820 11.8490 0.0000 6,154.337 7 6,154.337
7 1.9472 0.0000 6,203.018
6 2022 4.7966 38.8851 39.6338 0.1195 8.8255 1.6361 10.4616 3.6369 1.5052 5.1421 0.0000 12,035.34 40 12,035.34
40 1.9482 0.0000 12,060.60
13 2023 4.3939 25.8648 37.5031 0.1162 7.0088 0.7598 7.7685 1.8799 0.7142 2.5940 0.0000 11,710.40 80 11,710.40
80 0.9617 0.0000 11,734.44
97 2024 237.0656 9.5503 14.9372 0.0238 1.2171 0.4694 1.2875 0.3229 0.4319 0.4621 0.0000 2,307.051 7 2,307.051
7 0.7164 0.0000 2,324.962
7 Maximum 237.0656 46.4460 39.6338 0.1195 18.2032 2.0456 20.2488 9.9670 1.8820 11.8490 0.0000 12,035.34 40 12,035.34
40 1.9482 0.0000 12,060.60
13 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Page 5 of 35 Date: 1/12/2021 2:30 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Winter
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2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Energy 0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Mobile 9.5233 45.9914 110.0422 0.4681 45.9592 0.3373 46.2965 12.2950 0.3132 12.6083 47,917.80 05 47,917.80
05 2.1953 47,972.68
39 Total 40.7912 67.7872 202.7424 0.6043 45.9592 2.4640 48.4231 12.2950 2.4399 14.7349 0.0000 74,422.37 87 74,422.37
87 2.8429 0.4832 74,637.44
17 Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Energy 0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Mobile 9.5233 45.9914 110.0422 0.4681 45.9592 0.3373 46.2965 12.2950 0.3132 12.6083 47,917.80 05 47,917.80
05 2.1953 47,972.68
39 Total 40.7912 67.7872 202.7424 0.6043 45.9592 2.4640 48.4231 12.2950 2.4399 14.7349 0.0000 74,422.37 87 74,422.37
87 2.8429 0.4832 74,637.44
17 Mitigated Operational
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3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 9/1/2021 10/12/2021 5 30
2 Site Preparation Site Preparation 10/13/2021 11/9/2021 5 20 3 Grading Grading 11/10/2021 1/11/2022 5 45
4 Building Construction Building Construction 1/12/2022 12/12/2023 5 500 5 Paving Paving 12/13/2023 1/30/2024 5 35
6 Architectural Coating Architectural Coating 1/31/2024 3/19/2024 5 35 OffRoad Equipment
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential Indoor: 2,025,000; Residential Outdoor: 675,000; Non-Residential Indoor: 326,400; Non-Residential Outdoor: 108,800; Striped Parking Area: 0 (Architectural Coating ±sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 112.5
Acres of Paving: 0
CalEEMod Version: CalEEMod.2016.3.2 Page 7 of 35 Date: 1/12/2021 2:30 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Winter
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Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Excavators 3 8.00 158 0.38
Demolition Rubber Tired Dozers 2 8.00 247 0.40
Site Preparation Rubber Tired Dozers 3 8.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Grading Excavators 2 8.00 158 0.38
Grading Graders 1 8.00 187 0.41
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Scrapers 2 8.00 367 0.48
Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37
Building Construction Cranes 1 7.00 231 0.29
Building Construction Forklifts 3 8.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Building Construction Welders 1 8.00 46 0.45
Paving Pavers 2 8.00 130 0.42
Paving Paving Equipment 2 8.00 132 0.36
Paving Rollers 2 8.00 80 0.38
Architectural Coating Air Compressors 1 6.00 78 0.48
Trips and VMT
CalEEMod Version: CalEEMod.2016.3.2 Page 8 of 35 Date: 1/12/2021 2:30 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Winter
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3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 3.3074 0.0000 3.3074 0.5008 0.0000 0.5008 0.0000 0.0000 Off-Road 3.1651 31.4407 21.5650 0.0388 1.5513 1.5513 1.4411 1.4411 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Total 3.1651 31.4407 21.5650 0.0388 3.3074 1.5513 4.8588 0.5008 1.4411 1.9419 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Unmitigated Construction On-Site
3.1 Mitigation Measures Construction
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 6 15.00 0.00 458.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Site Preparation 7 18.00 0.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 0.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 801.00 143.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 160.00 0.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Page 9 of 35 Date: 1/12/2021 2:30 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Winter
2359
3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.1304 4.1454 1.0182 0.0117 0.2669 0.0128 0.2797 0.0732 0.0122 0.0854 1,269.855 5 1,269.855
5 0.0908 1,272.125
2 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0532 0.0346 0.3963 1.1100e0030.1141 9.5000e0040.1151 0.0303 8.8000e0040.0311 110.4707 110.4707 3.3300e003110.5539 Total 0.1835 4.1800 1.4144 0.0128 0.3810 0.0137 0.3948 0.1034 0.0131 0.1165 1,380.326 2 1,380.326
2 0.0941 1,382.679
1 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 3.3074 0.0000 3.3074 0.5008 0.0000 0.5008 0.0000 0.0000 Off-Road 3.1651 31.4407 21.5650 0.0388 1.5513 1.5513 1.4411 1.4411 0.0000 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Total 3.1651 31.4407 21.5650 0.0388 3.3074 1.5513 4.8588 0.5008 1.4411 1.9419 0.0000 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Mitigated Construction On-Site
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3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.1304 4.1454 1.0182 0.0117 0.2669 0.0128 0.2797 0.0732 0.0122 0.0854 1,269.855 5 1,269.855
5 0.0908 1,272.125
2 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0532 0.0346 0.3963 1.1100e0030.1141 9.5000e0040.1151 0.0303 8.8000e0040.0311 110.4707 110.4707 3.3300e003110.5539 Total 0.1835 4.1800 1.4144 0.0128 0.3810 0.0137 0.3948 0.1034 0.0131 0.1165 1,380.326 2 1,380.326
2 0.0941 1,382.679
1 Mitigated Construction Off-Site
3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 18.0663 0.0000 18.0663 9.9307 0.0000 9.9307 0.0000 0.0000 Off-Road 3.8882 40.4971 21.1543 0.0380 2.0445 2.0445 1.8809 1.8809 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Total 3.8882 40.4971 21.1543 0.0380 18.0663 2.0445 20.1107 9.9307 1.8809 11.8116 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Unmitigated Construction On-Site
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3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0638 0.0415 0.4755 1.3300e0030.1369 1.1400e0030.1381 0.0363 1.0500e0030.0374 132.5649 132.5649 3.9900e003132.6646 Total 0.0638 0.0415 0.4755 1.3300e0030.1369 1.1400e0030.1381 0.0363 1.0500e0030.0374 132.5649 132.5649 3.9900e003132.6646 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 18.0663 0.0000 18.0663 9.9307 0.0000 9.9307 0.0000 0.0000 Off-Road 3.8882 40.4971 21.1543 0.0380 2.0445 2.0445 1.8809 1.8809 0.0000 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Total 3.8882 40.4971 21.1543 0.0380 18.0663 2.0445 20.1107 9.9307 1.8809 11.8116 0.0000 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Mitigated Construction On-Site
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3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0638 0.0415 0.4755 1.3300e0030.1369 1.1400e0030.1381 0.0363 1.0500e0030.0374 132.5649 132.5649 3.9900e003132.6646 Total 0.0638 0.0415 0.4755 1.3300e0030.1369 1.1400e0030.1381 0.0363 1.0500e0030.0374 132.5649 132.5649 3.9900e003132.6646 Mitigated Construction Off-Site
3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 4.1912 46.3998 30.8785 0.0620 1.9853 1.9853 1.8265 1.8265 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Total 4.1912 46.3998 30.8785 0.0620 8.6733 1.9853 10.6587 3.5965 1.8265 5.4230 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Unmitigated Construction On-Site
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3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0709 0.0462 0.5284 1.4800e0030.1521 1.2700e0030.1534 0.0404 1.1700e0030.0415 147.2943 147.2943 4.4300e003147.4051 Total 0.0709 0.0462 0.5284 1.4800e0030.1521 1.2700e0030.1534 0.0404 1.1700e0030.0415 147.2943 147.2943 4.4300e003147.4051 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 4.1912 46.3998 30.8785 0.0620 1.9853 1.9853 1.8265 1.8265 0.0000 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Total 4.1912 46.3998 30.8785 0.0620 8.6733 1.9853 10.6587 3.5965 1.8265 5.4230 0.0000 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Mitigated Construction On-Site
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3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0709 0.0462 0.5284 1.4800e0030.1521 1.2700e0030.1534 0.0404 1.1700e0030.0415 147.2943 147.2943 4.4300e003147.4051 Total 0.0709 0.0462 0.5284 1.4800e0030.1521 1.2700e0030.1534 0.0404 1.1700e0030.0415 147.2943 147.2943 4.4300e003147.4051 Mitigated Construction Off-Site
3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 3.6248 38.8435 29.0415 0.0621 1.6349 1.6349 1.5041 1.5041 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Total 3.6248 38.8435 29.0415 0.0621 8.6733 1.6349 10.3082 3.5965 1.5041 5.1006 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Unmitigated Construction On-Site
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3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0665 0.0416 0.4861 1.4300e0030.1521 1.2300e0030.1534 0.0404 1.1300e0030.0415 142.1207 142.1207 4.0000e003142.2207 Total 0.0665 0.0416 0.4861 1.4300e0030.1521 1.2300e0030.1534 0.0404 1.1300e0030.0415 142.1207 142.1207 4.0000e003142.2207 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 3.6248 38.8435 29.0415 0.0621 1.6349 1.6349 1.5041 1.5041 0.0000 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Total 3.6248 38.8435 29.0415 0.0621 8.6733 1.6349 10.3082 3.5965 1.5041 5.1006 0.0000 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Mitigated Construction On-Site
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3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0665 0.0416 0.4861 1.4300e0030.1521 1.2300e0030.1534 0.0404 1.1300e0030.0415 142.1207 142.1207 4.0000e003142.2207 Total 0.0665 0.0416 0.4861 1.4300e0030.1521 1.2300e0030.1534 0.0404 1.1300e0030.0415 142.1207 142.1207 4.0000e003142.2207 Mitigated Construction Off-Site
3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Total 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Unmitigated Construction On-Site
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.4284 13.1673 3.8005 0.0354 0.9155 0.0256 0.9412 0.2636 0.0245 0.2881 3,789.075 0 3,789.075
0 0.2381 3,795.028
3 Worker 2.6620 1.6677 19.4699 0.0571 6.0932 0.0493 6.1425 1.6163 0.0454 1.6617 5,691.935 4 5,691.935
4 0.1602 5,695.940
8 Total 3.0904 14.8350 23.2704 0.0926 7.0087 0.0749 7.0836 1.8799 0.0699 1.9498 9,481.010 4 9,481.010
4 0.3984 9,490.969
1 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 0.0000 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Total 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 0.0000 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Mitigated Construction On-Site
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3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.4284 13.1673 3.8005 0.0354 0.9155 0.0256 0.9412 0.2636 0.0245 0.2881 3,789.075 0 3,789.075
0 0.2381 3,795.028
3 Worker 2.6620 1.6677 19.4699 0.0571 6.0932 0.0493 6.1425 1.6163 0.0454 1.6617 5,691.935 4 5,691.935
4 0.1602 5,695.940
8 Total 3.0904 14.8350 23.2704 0.0926 7.0087 0.0749 7.0836 1.8799 0.0699 1.9498 9,481.010 4 9,481.010
4 0.3984 9,490.969
1 Mitigated Construction Off-Site
3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Total 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Unmitigated Construction On-Site
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3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.3183 9.9726 3.3771 0.0343 0.9156 0.0122 0.9277 0.2636 0.0116 0.2752 3,671.400 7 3,671.400
7 0.2096 3,676.641
7 Worker 2.5029 1.5073 17.8820 0.0550 6.0932 0.0479 6.1411 1.6163 0.0441 1.6604 5,483.797 4 5,483.797
4 0.1442 5,487.402
0 Total 2.8211 11.4799 21.2591 0.0893 7.0088 0.0601 7.0688 1.8799 0.0557 1.9356 9,155.198 1 9,155.198
1 0.3538 9,164.043
7 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 0.0000 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Total 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 0.0000 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Mitigated Construction On-Site
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3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.3183 9.9726 3.3771 0.0343 0.9156 0.0122 0.9277 0.2636 0.0116 0.2752 3,671.400 7 3,671.400
7 0.2096 3,676.641
7 Worker 2.5029 1.5073 17.8820 0.0550 6.0932 0.0479 6.1411 1.6163 0.0441 1.6604 5,483.797 4 5,483.797
4 0.1442 5,487.402
0 Total 2.8211 11.4799 21.2591 0.0893 7.0088 0.0601 7.0688 1.8799 0.0557 1.9356 9,155.198 1 9,155.198
1 0.3538 9,164.043
7 Mitigated Construction Off-Site
3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Unmitigated Construction On-Site
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3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0469 0.0282 0.3349 1.0300e0030.1141 9.0000e0040.1150 0.0303 8.3000e0040.0311 102.6928 102.6928 2.7000e003102.7603 Total 0.0469 0.0282 0.3349 1.0300e0030.1141 9.0000e0040.1150 0.0303 8.3000e0040.0311 102.6928 102.6928 2.7000e003102.7603 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 0.0000 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 0.0000 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Mitigated Construction On-Site
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2372
3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0469 0.0282 0.3349 1.0300e0030.1141 9.0000e0040.1150 0.0303 8.3000e0040.0311 102.6928 102.6928 2.7000e003102.7603 Total 0.0469 0.0282 0.3349 1.0300e0030.1141 9.0000e0040.1150 0.0303 8.3000e0040.0311 102.6928 102.6928 2.7000e003102.7603 Mitigated Construction Off-Site
3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 23 of 35 Date: 1/12/2021 2:30 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Winter
2373
3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0444 0.0257 0.3114 1.0000e0030.1141 8.8000e0040.1150 0.0303 8.1000e0040.0311 99.5045 99.5045 2.4700e00399.5663 Total 0.0444 0.0257 0.3114 1.0000e0030.1141 8.8000e0040.1150 0.0303 8.1000e0040.0311 99.5045 99.5045 2.4700e00399.5663 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 0.0000 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 0.0000 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Mitigated Construction On-Site
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2374
3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0444 0.0257 0.3114 1.0000e0030.1141 8.8000e0040.1150 0.0303 8.1000e0040.0311 99.5045 99.5045 2.4700e00399.5663 Total 0.0444 0.0257 0.3114 1.0000e0030.1141 8.8000e0040.1150 0.0303 8.1000e0040.0311 99.5045 99.5045 2.4700e00399.5663 Mitigated Construction Off-Site
3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 236.4115 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1808 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 281.4481 281.4481 0.0159 281.8443 Total 236.5923 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 281.4481 281.4481 0.0159 281.8443 Unmitigated Construction On-Site
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3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.4734 0.2743 3.3220 0.0107 1.2171 9.4300e0031.2266 0.3229 8.6800e0030.3315 1,061.381 8 1,061.381
8 0.0264 1,062.041
0 Total 0.4734 0.2743 3.3220 0.0107 1.2171 9.4300e0031.2266 0.3229 8.6800e0030.3315 1,061.381 8 1,061.381
8 0.0264 1,062.041
0 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 236.4115 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1808 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 0.0000 281.4481 281.4481 0.0159 281.8443 Total 236.5923 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 0.0000 281.4481 281.4481 0.0159 281.8443 Mitigated Construction On-Site
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4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.4734 0.2743 3.3220 0.0107 1.2171 9.4300e0031.2266 0.3229 8.6800e0030.3315 1,061.381 8 1,061.381
8 0.0264 1,062.041
0 Total 0.4734 0.2743 3.3220 0.0107 1.2171 9.4300e0031.2266 0.3229 8.6800e0030.3315 1,061.381 8 1,061.381
8 0.0264 1,062.041
0 Mitigated Construction Off-Site
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 9.5233 45.9914 110.0422 0.4681 45.9592 0.3373 46.2965 12.2950 0.3132 12.6083 47,917.80 05 47,917.80
05 2.1953 47,972.68
39 Unmitigated 9.5233 45.9914 110.0422 0.4681 45.9592 0.3373 46.2965 12.2950 0.3132 12.6083 47,917.80 05 47,917.80
05 2.1953 47,972.68
39 4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Apartments Low Rise 145.75 154.25 154.00 506,227 506,227 Apartments Mid Rise 4,026.75 3,773.25 4075.50 13,660,065 13,660,065 General Office Building 288.45 62.55 31.05 706,812 706,812 High Turnover (Sit Down Restaurant) 2,368.80 2,873.52 2817.72 3,413,937 3,413,937 Hotel 192.00 187.50 160.00 445,703 445,703
Quality Restaurant 501.12 511.92 461.20 707,488 707,488 Regional Shopping Center 528.08 601.44 357.84 1,112,221 1,112,221 Total 8,050.95 8,164.43 8,057.31 20,552,452 20,552,452
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Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Apartments Low Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 Apartments Mid Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 General Office Building 16.60 8.40 6.90 33.00 48.00 19.00 77 19 4 High Turnover (Sit Down
Restaurant)
16.60 8.40 6.90 8.50 72.50 19.00 37 20 43
Hotel 16.60 8.40 6.90 19.40 61.60 19.00 58 38 4
Quality Restaurant 16.60 8.40 6.90 12.00 69.00 19.00 38 18 44 Regional Shopping Center 16.60 8.40 6.90 16.30 64.70 19.00 54 35 11
5.0 Energy Detail
5.1 Mitigation Measures Energy
4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Low Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Apartments Mid Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 General Office Building 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 High Turnover (Sit Down
Restaurant)
0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Hotel 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Quality Restaurant 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Regional Shopping Center 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Historical Energy Use: N
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated
0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 NaturalGas
Unmitigated
0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 CalEEMod Version: CalEEMod.2016.3.2 Page 30 of 35 Date: 1/12/2021 2:30 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Winter
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5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Apartments Low
Rise
1119.16 0.0121 0.1031 0.0439 6.6000e0048.3400e0038.3400e0038.3400e0038.3400e003131.6662 131.6662 2.5200e0032.4100e003132.4486 Apartments Mid
Rise
35784.3 0.3859 3.2978 1.4033 0.0211 0.2666 0.2666 0.2666 0.2666 4,209.916 4 4,209.916
4 0.0807 0.0772 4,234.933
9 General Office
Building
1283.42 0.0138 0.1258 0.1057 7.5000e0049.5600e0039.5600e0039.5600e0039.5600e003150.9911 150.9911 2.8900e0032.7700e003151.8884 High Turnover (Sit
Down Restaurant)
22759.9 0.2455 2.2314 1.8743 0.0134 0.1696 0.1696 0.1696 0.1696 2,677.634 2 2,677.634
2 0.0513 0.0491 2,693.546
0 Hotel 4769.72 0.0514 0.4676 0.3928 2.8100e0030.0355 0.0355 0.0355 0.0355 561.1436 561.1436 0.0108 0.0103 564.4782 Quality
Restaurant
5057.75 0.0545 0.4959 0.4165 2.9800e0030.0377 0.0377 0.0377 0.0377 595.0298 595.0298 0.0114 0.0109 598.5658 Regional
Shopping Center
251.616 2.7100e0030.0247 0.0207 1.5000e0041.8700e0031.8700e0031.8700e0031.8700e00329.6019 29.6019 5.7000e0045.4000e00429.7778 Total 0.7660 6.7463 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Unmitigated
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6.1 Mitigation Measures Area
6.0 Area Detail
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Apartments Low
Rise
1.11916 0.0121 0.1031 0.0439 6.6000e0048.3400e0038.3400e0038.3400e0038.3400e003131.6662 131.6662 2.5200e0032.4100e003132.4486 Apartments Mid
Rise
35.7843 0.3859 3.2978 1.4033 0.0211 0.2666 0.2666 0.2666 0.2666 4,209.916 4 4,209.916
4 0.0807 0.0772 4,234.933
9 General Office
Building
1.28342 0.0138 0.1258 0.1057 7.5000e0049.5600e0039.5600e0039.5600e0039.5600e003150.9911 150.9911 2.8900e0032.7700e003151.8884 High Turnover (Sit
Down Restaurant)
22.7599 0.2455 2.2314 1.8743 0.0134 0.1696 0.1696 0.1696 0.1696 2,677.634 2 2,677.634
2 0.0513 0.0491 2,693.546
0 Hotel 4.76972 0.0514 0.4676 0.3928 2.8100e0030.0355 0.0355 0.0355 0.0355 561.1436 561.1436 0.0108 0.0103 564.4782 Quality
Restaurant
5.05775 0.0545 0.4959 0.4165 2.9800e0030.0377 0.0377 0.0377 0.0377 595.0298 595.0298 0.0114 0.0109 598.5658 Regional
Shopping Center
0.251616 2.7100e0030.0247 0.0207 1.5000e0041.8700e0031.8700e0031.8700e0031.8700e00329.6019 29.6019 5.7000e0045.4000e00429.7778 Total 0.7660 6.7463 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Mitigated
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ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Unmitigated 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
2.2670 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
24.1085 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 1.6500 14.1000 6.0000 0.0900 1.1400 1.1400 1.1400 1.1400 0.0000 18,000.00 00 18,000.00
00 0.3450 0.3300 18,106.96
50 Landscaping 2.4766 0.9496 82.4430 4.3600e0030.4574 0.4574 0.4574 0.4574 148.5950 148.5950 0.1424 152.1542 Total 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Unmitigated
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8.1 Mitigation Measures Waste
7.1 Mitigation Measures Water
7.0 Water Detail
8.0 Waste Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
2.2670 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
24.1085 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 1.6500 14.1000 6.0000 0.0900 1.1400 1.1400 1.1400 1.1400 0.0000 18,000.00 00 18,000.00
00 0.3450 0.3300 18,106.96
50 Landscaping 2.4766 0.9496 82.4430 4.3600e0030.4574 0.4574 0.4574 0.4574 148.5950 148.5950 0.1424 152.1542 Total 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Mitigated
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
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11.0 Vegetation
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
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Total Construction GHG Emissions (MT CO2e) 3,623
Amortized (MT CO2e/year) 120.77
Total Construction GHG Emissions (MT CO2e) 3,024
Amortized (MT CO2e/year) 100.80
% Decrease in Construction-related GHG Emissions 17%
Local Hire Provision Net Change
With Local Hire Provision
Without Local Hire Provision
Attachment C
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EXHIBIT
B
2387
SOIL WATER AIR PROTECTION ENTERPRISE
2656 29th Street, Suite 201
Santa Monica, California 90405
Attn: Paul Rosenfeld, Ph.D.
Mobil: (310) 795-2335
Office: (310) 452-5555
Fax: (310) 452-5550
Email: [email protected]
Paul E. Rosenfeld, Ph.D. Page 1 of 10 June 2019
Paul Rosenfeld, Ph.D. Chemical Fate and Transport & Air Dispersion Modeling Principal Environmental Chemist Risk Assessment & Remediation Specialist Education
Ph.D. Soil Chemistry, University of Washington, 1999. Dissertation on volatile organic compound filtration.
M.S. Environmental Science, U.C. Berkeley, 1995. Thesis on organic waste economics.
B.A. Environmental Studies, U.C. Santa Barbara, 1991. Thesis on wastewater treatment.
Professional Experience
Dr. Rosenfeld has over 25 years’ experience conducting environmental investigations and risk assessments for evaluating impacts to human health, property, and ecological receptors. His expertise focuses on the fate and transport of environmental contaminants, human health risk, exposure assessment, and ecological restoration. Dr.
Rosenfeld has evaluated and modeled emissions from unconventional oil drilling operations, oil spills, landfills, boilers and incinerators, process stacks, storage tanks, confined animal feeding operations, and many other industrial and agricultural sources. His project experience ranges from monitoring and modeling of pollution sources to evaluating impacts of pollution on workers at industrial facilities and residents in surrounding communities.
Dr. Rosenfeld has investigated and designed remediation programs and risk assessments for contaminated sites containing lead, heavy metals, mold, bacteria, particulate matter, petroleum hydrocarbons, chlorinated solvents, pesticides, radioactive waste, dioxins and furans, semi- and volatile organic compounds, PCBs, PAHs, perchlorate, asbestos, per- and poly-fluoroalkyl substances (PFOA/PFOS), unusual polymers, fuel oxygenates (MTBE), among other pollutants. Dr. Rosenfeld also has experience evaluating greenhouse gas emissions from various projects and is an expert on the assessment of odors from industrial and agricultural sites, as well as the evaluation of odor nuisance impacts and technologies for abatement of odorous emissions. As a principal scientist at SWAPE, Dr. Rosenfeld directs air dispersion modeling and exposure assessments. He has served as an expert witness and testified about pollution sources causing nuisance and/or personal injury at dozens of sites and has testified as an expert witness on more than ten cases involving exposure to air contaminants from industrial sources.
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Paul E. Rosenfeld, Ph.D. Page 2 of 10 June 2019
Professional History:
Soil Water Air Protection Enterprise (SWAPE); 2003 to present; Principal and Founding Partner UCLA School of Public Health; 2007 to 2011; Lecturer (Assistant Researcher) UCLA School of Public Health; 2003 to 2006; Adjunct Professor UCLA Environmental Science and Engineering Program; 2002-2004; Doctoral Intern Coordinator UCLA Institute of the Environment, 2001-2002; Research Associate Komex H2O Science, 2001 to 2003; Senior Remediation Scientist National Groundwater Association, 2002-2004; Lecturer
San Diego State University, 1999-2001; Adjunct Professor Anteon Corp., San Diego, 2000-2001; Remediation Project Manager Ogden (now Amec), San Diego, 2000-2000; Remediation Project Manager Bechtel, San Diego, California, 1999 – 2000; Risk Assessor King County, Seattle, 1996 – 1999; Scientist
James River Corp., Washington, 1995-96; Scientist
Big Creek Lumber, Davenport, California, 1995; Scientist Plumas Corp., California and USFS, Tahoe 1993-1995; Scientist Peace Corps and World Wildlife Fund, St. Kitts, West Indies, 1991-1993; Scientist Publications:
Remy, L.L., Clay T., Byers, V., Rosenfeld P. E. (2019) Hospital, Health, and Community Burden After Oil Refinery Fires, Richmond, California 2007 and 2012. Environmental Health. 18:48 Simons, R.A., Seo, Y. Rosenfeld, P., (2015) Modeling the Effect of Refinery Emission On Residential Property Value. Journal of Real Estate Research. 27(3):321-342
Chen, J. A, Zapata A. R., Sutherland A. J., Molmen, D.R., Chow, B. S., Wu, L. E., Rosenfeld, P. E., Hesse, R. C., (2012) Sulfur Dioxide and Volatile Organic Compound Exposure To A Community In Texas City Texas Evaluated Using Aermod and Empirical Data. American Journal of Environmental Science, 8(6), 622-632.
Rosenfeld, P.E. & Feng, L. (2011). The Risks of Hazardous Waste. Amsterdam: Elsevier Publishing.
Cheremisinoff, N.P., & Rosenfeld, P.E. (2011). Handbook of Pollution Prevention and Cleaner Production: Best Practices in the Agrochemical Industry, Amsterdam: Elsevier Publishing.
Gonzalez, J., Feng, L., Sutherland, A., Waller, C., Sok, H., Hesse, R., Rosenfeld, P. (2010). PCBs and Dioxins/Furans in Attic Dust Collected Near Former PCB Production and Secondary Copper Facilities in Sauget, IL.
Procedia Environmental Sciences. 113–125.
Feng, L., Wu, C., Tam, L., Sutherland, A.J., Clark, J.J., Rosenfeld, P.E. (2010). Dioxin and Furan Blood Lipid and Attic Dust Concentrations in Populations Living Near Four Wood Treatment Facilities in the United States. Journal of Environmental Health. 73(6), 34-46.
Cheremisinoff, N.P., & Rosenfeld, P.E. (2010). Handbook of Pollution Prevention and Cleaner Production: Best Practices in the Wood and Paper Industries. Amsterdam: Elsevier Publishing.
Cheremisinoff, N.P., & Rosenfeld, P.E. (2009). Handbook of Pollution Prevention and Cleaner Production: Best Practices in the Petroleum Industry. Amsterdam: Elsevier Publishing.
Wu, C., Tam, L., Clark, J., Rosenfeld, P. (2009). Dioxin and furan blood lipid concentrations in populations living near four wood treatment facilities in the United States. WIT Transactions on Ecology and the Environment, Air Pollution, 123 (17), 319-327.
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Paul E. Rosenfeld, Ph.D. Page 3 of 10 June 2019
Tam L. K.., Wu C. D., Clark J. J. and Rosenfeld, P.E. (2008). A Statistical Analysis Of Attic Dust And Blood Lipid Concentrations Of Tetrachloro-p-Dibenzodioxin (TCDD) Toxicity Equivalency Quotients (TEQ) In Two Populations Near Wood Treatment Facilities. Organohalogen Compounds, 70, 002252-002255.
Tam L. K.., Wu C. D., Clark J. J. and Rosenfeld, P.E. (2008). Methods For Collect Samples For Assessing Dioxins And Other Environmental Contaminants In Attic Dust: A Review. Organohalogen Compounds, 70, 000527- 000530.
Hensley, A.R. A. Scott, J. J. J. Clark, Rosenfeld, P.E. (2007). Attic Dust and Human Blood Samples Collected near a Former Wood Treatment Facility. Environmental Research. 105, 194-197.
Rosenfeld, P.E., J. J. J. Clark, A. R. Hensley, M. Suffet. (2007). The Use of an Odor Wheel Classification for Evaluation of Human Health Risk Criteria for Compost Facilities. Water Science & Technology 55(5), 345-357.
Rosenfeld, P. E., M. Suffet. (2007). The Anatomy Of Odour Wheels For Odours Of Drinking Water, Wastewater, Compost And The Urban Environment. Water Science & Technology 55(5), 335-344.
Sullivan, P. J. Clark, J.J.J., Agardy, F. J., Rosenfeld, P.E. (2007). Toxic Legacy, Synthetic Toxins in the Food, Water, and Air in American Cities. Boston Massachusetts: Elsevier Publishing Rosenfeld, P.E., and Suffet I.H. (2004). Control of Compost Odor Using High Carbon Wood Ash. Water Science and Technology. 49(9),171-178.
Rosenfeld P. E., J.J. Clark, I.H. (Mel) Suffet (2004). The Value of An Odor-Quality-Wheel Classification Scheme For The Urban Environment. Water Environment Federation’s Technical Exhibition and Conference (WEFTEC) 2004. New Orleans, October 2-6, 2004.
Rosenfeld, P.E., and Suffet, I.H. (2004). Understanding Odorants Associated With Compost, Biomass Facilities, and the Land Application of Biosolids. Water Science and Technology. 49(9), 193-199.
Rosenfeld, P.E., and Suffet I.H. (2004). Control of Compost Odor Using High Carbon Wood Ash, Water Science and Technology, 49( 9), 171-178.
Rosenfeld, P. E., Grey, M. A., Sellew, P. (2004). Measurement of Biosolids Odor and Odorant Emissions from Windrows, Static Pile and Biofilter. Water Environment Research. 76(4), 310-315.
Rosenfeld, P.E., Grey, M and Suffet, M. (2002). Compost Demonstration Project, Sacramento California Using High-Carbon Wood Ash to Control Odor at a Green Materials Composting Facility. Integrated Waste Management Board Public Affairs Office, Publications Clearinghouse (MS–6), Sacramento, CA Publication #442-02-008.
Rosenfeld, P.E., and C.L. Henry. (2001). Characterization of odor emissions from three different biosolids. Water Soil and Air Pollution. 127(1-4), 173-191.
Rosenfeld, P.E., and Henry C. L., (2000). Wood ash control of odor emissions from biosolids application. Journal of Environmental Quality. 29, 1662-1668.
Rosenfeld, P.E., C.L. Henry and D. Bennett. (2001). Wastewater dewatering polymer affect on biosolids odor emissions and microbial activity. Water Environment Research. 73(4), 363-367.
Rosenfeld, P.E., and C.L. Henry. (2001). Activated Carbon and Wood Ash Sorption of Wastewater, Compost, and Biosolids Odorants. Water Environment Research, 73, 388-393.
Rosenfeld, P.E., and Henry C. L., (2001). High carbon wood ash effect on biosolids microbial activity and odor.
Water Environment Research. 131(1-4), 247-262.
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Chollack, T. and P. Rosenfeld. (1998). Compost Amendment Handbook For Landscaping. Prepared for and distributed by the City of Redmond, Washington State.
Rosenfeld, P. E. (1992). The Mount Liamuiga Crater Trail. Heritage Magazine of St. Kitts, 3(2).
Rosenfeld, P. E. (1993). High School Biogas Project to Prevent Deforestation On St. Kitts. Biomass Users Network, 7(1).
Rosenfeld, P. E. (1998). Characterization, Quantification, and Control of Odor Emissions From Biosolids Application To Forest Soil. Doctoral Thesis. University of Washington College of Forest Resources.
Rosenfeld, P. E. (1994). Potential Utilization of Small Diameter Trees on Sierra County Public Land. Masters thesis reprinted by the Sierra County Economic Council. Sierra County, California.
Rosenfeld, P. E. (1991). How to Build a Small Rural Anaerobic Digester & Uses Of Biogas In The First And Third World. Bachelors Thesis. University of California.
Presentations:
Rosenfeld, P.E., Sutherland, A; Hesse, R.; Zapata, A. (October 3-6, 2013). Air dispersion modeling of volatile organic emissions from multiple natural gas wells in Decatur, TX. 44th Western Regional Meeting, American Chemical Society. Lecture conducted from Santa Clara, CA.
Sok, H.L.; Waller, C.C.; Feng, L.; Gonzalez, J.; Sutherland, A.J.; Wisdom-Stack, T.; Sahai, R.K.; Hesse, R.C.; Rosenfeld, P.E. (June 20-23, 2010). Atrazine: A Persistent Pesticide in Urban Drinking Water.
Urban Environmental Pollution. Lecture conducted from Boston, MA.
Feng, L.; Gonzalez, J.; Sok, H.L.; Sutherland, A.J.; Waller, C.C.; Wisdom-Stack, T.; Sahai, R.K.; La, M.; Hesse, R.C.; Rosenfeld, P.E. (June 20-23, 2010). Bringing Environmental Justice to East St. Louis, Illinois. Urban Environmental Pollution. Lecture conducted from Boston, MA.
Rosenfeld, P.E. (April 19-23, 2009). Perfluoroctanoic Acid (PFOA) and Perfluoroactane Sulfonate (PFOS) Contamination in Drinking Water From the Use of Aqueous Film Forming Foams (AFFF) at Airports in the United States. 2009 Ground Water Summit and 2009 Ground Water Protection Council Spring Meeting, Lecture conducted from Tuscon, AZ.
Rosenfeld, P.E. (April 19-23, 2009). Cost to Filter Atrazine Contamination from Drinking Water in the United States” Contamination in Drinking Water From the Use of Aqueous Film Forming Foams (AFFF) at Airports in the United States. 2009 Ground Water Summit and 2009 Ground Water Protection Council Spring Meeting. Lecture conducted from Tuscon, AZ.
Wu, C., Tam, L., Clark, J., Rosenfeld, P. (20-22 July, 2009). Dioxin and furan blood lipid concentrations in populations living near four wood treatment facilities in the United States. Brebbia, C.A. and Popov, V., eds., Air Pollution XVII: Proceedings of the Seventeenth International Conference on Modeling, Monitoring and Management of Air Pollution. Lecture conducted from Tallinn, Estonia.
Rosenfeld, P. E. (October 15-18, 2007). Moss Point Community Exposure To Contaminants From A Releasing Facility. The 23rd Annual International Conferences on Soils Sediment and Water. Platform lecture conducted from University of Massachusetts, Amherst MA.
Rosenfeld, P. E. (October 15-18, 2007). The Repeated Trespass of Tritium-Contaminated Water Into A Surrounding Community Form Repeated Waste Spills From A Nuclear Power Plant. The 23rd Annual International Conferences on Soils Sediment and Water. Platform lecture conducted from University of Massachusetts, Amherst MA.
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Rosenfeld, P. E. (October 15-18, 2007). Somerville Community Exposure To Contaminants From Wood Treatment Facility Emissions. The 23rd Annual International Conferences on Soils Sediment and Water. Lecture conducted from University of Massachusetts, Amherst MA.
Rosenfeld P. E. (March 2007). Production, Chemical Properties, Toxicology, & Treatment Case Studies of 1,2,3- Trichloropropane (TCP). The Association for Environmental Health and Sciences (AEHS) Annual Meeting. Lecture conducted from San Diego, CA.
Rosenfeld P. E. (March 2007). Blood and Attic Sampling for Dioxin/Furan, PAH, and Metal Exposure in Florala, Alabama. The AEHS Annual Meeting. Lecture conducted from San Diego, CA.
Hensley A.R., Scott, A., Rosenfeld P.E., Clark, J.J.J. (August 21 – 25, 2006). Dioxin Containing Attic Dust And Human Blood Samples Collected Near A Former Wood Treatment Facility. The 26th International Symposium on Halogenated Persistent Organic Pollutants – DIOXIN2006. Lecture conducted from Radisson SAS Scandinavia Hotel in Oslo Norway.
Hensley A.R., Scott, A., Rosenfeld P.E., Clark, J.J.J. (November 4-8, 2006). Dioxin Containing Attic Dust And Human Blood Samples Collected Near A Former Wood Treatment Facility. APHA 134 Annual Meeting & Exposition. Lecture conducted from Boston Massachusetts.
Paul Rosenfeld Ph.D. (October 24-25, 2005). Fate, Transport and Persistence of PFOA and Related Chemicals.
Mealey’s C8/PFOA. Science, Risk & Litigation Conference. Lecture conducted from The Rittenhouse Hotel, Philadelphia, PA.
Paul Rosenfeld Ph.D. (September 19, 2005). Brominated Flame Retardants in Groundwater: Pathways to Human Ingestion, Toxicology and Remediation PEMA Emerging Contaminant Conference. Lecture conducted from Hilton Hotel, Irvine California.
Paul Rosenfeld Ph.D. (September 19, 2005). Fate, Transport, Toxicity, And Persistence of 1,2,3-TCP. PEMA Emerging Contaminant Conference. Lecture conducted from Hilton Hotel in Irvine, California.
Paul Rosenfeld Ph.D. (September 26-27, 2005). Fate, Transport and Persistence of PDBEs. Mealey’s Groundwater Conference. Lecture conducted from Ritz Carlton Hotel, Marina Del Ray, California.
Paul Rosenfeld Ph.D. (June 7-8, 2005). Fate, Transport and Persistence of PFOA and Related Chemicals.
International Society of Environmental Forensics: Focus On Emerging Contaminants. Lecture conducted from Sheraton Oceanfront Hotel, Virginia Beach, Virginia.
Paul Rosenfeld Ph.D. (July 21-22, 2005). Fate Transport, Persistence and Toxicology of PFOA and Related Perfluorochemicals. 2005 National Groundwater Association Ground Water And Environmental Law Conference.
Lecture conducted from Wyndham Baltimore Inner Harbor, Baltimore Maryland.
Paul Rosenfeld Ph.D. (July 21-22, 2005). Brominated Flame Retardants in Groundwater: Pathways to Human Ingestion, Toxicology and Remediation. 2005 National Groundwater Association Ground Water and Environmental Law Conference. Lecture conducted from Wyndham Baltimore Inner Harbor, Baltimore Maryland.
Paul Rosenfeld, Ph.D. and James Clark Ph.D. and Rob Hesse R.G. (May 5-6, 2004). Tert-butyl Alcohol Liability and Toxicology, A National Problem and Unquantified Liability. National Groundwater Association. Environmental Law Conference. Lecture conducted from Congress Plaza Hotel, Chicago Illinois.
Paul Rosenfeld, Ph.D. (March 2004). Perchlorate Toxicology. Meeting of the American Groundwater Trust.
Lecture conducted from Phoenix Arizona.
Hagemann, M.F., Paul Rosenfeld, Ph.D. and Rob Hesse (2004). Perchlorate Contamination of the Colorado River.
Meeting of tribal representatives. Lecture conducted from Parker, AZ.
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Paul Rosenfeld, Ph.D. (April 7, 2004). A National Damage Assessment Model For PCE and Dry Cleaners.
Drycleaner Symposium. California Ground Water Association. Lecture conducted from Radison Hotel, Sacramento, California.
Rosenfeld, P. E., Grey, M., (June 2003) Two stage biofilter for biosolids composting odor control. Seventh International In Situ And On Site Bioremediation Symposium Battelle Conference Orlando, FL.
Paul Rosenfeld, Ph.D. and James Clark Ph.D. (February 20-21, 2003) Understanding Historical Use, Chemical Properties, Toxicity and Regulatory Guidance of 1,4 Dioxane. National Groundwater Association. Southwest Focus Conference. Water Supply and Emerging Contaminants.. Lecture conducted from Hyatt Regency Phoenix Arizona.
Paul Rosenfeld, Ph.D. (February 6-7, 2003). Underground Storage Tank Litigation and Remediation. California CUPA Forum. Lecture conducted from Marriott Hotel, Anaheim California.
Paul Rosenfeld, Ph.D. (October 23, 2002) Underground Storage Tank Litigation and Remediation. EPA Underground Storage Tank Roundtable. Lecture conducted from Sacramento California.
Rosenfeld, P.E. and Suffet, M. (October 7- 10, 2002). Understanding Odor from Compost, Wastewater and Industrial Processes. Sixth Annual Symposium On Off Flavors in the Aquatic Environment. International Water Association. Lecture conducted from Barcelona Spain.
Rosenfeld, P.E. and Suffet, M. (October 7- 10, 2002). Using High Carbon Wood Ash to Control Compost Odor.
Sixth Annual Symposium On Off Flavors in the Aquatic Environment. International Water Association. Lecture conducted from Barcelona Spain.
Rosenfeld, P.E. and Grey, M. A. (September 22-24, 2002). Biocycle Composting For Coastal Sage Restoration.
Northwest Biosolids Management Association. Lecture conducted from Vancouver Washington..
Rosenfeld, P.E. and Grey, M. A. (November 11-14, 2002). Using High-Carbon Wood Ash to Control Odor at a Green Materials Composting Facility. Soil Science Society Annual Conference. Lecture conducted from Indianapolis, Maryland.
Rosenfeld. P.E. (September 16, 2000). Two stage biofilter for biosolids composting odor control. Water Environment Federation. Lecture conducted from Anaheim California.
Rosenfeld. P.E. (October 16, 2000). Wood ash and biofilter control of compost odor. Biofest. Lecture conducted from Ocean Shores, California.
Rosenfeld, P.E. (2000). Bioremediation Using Organic Soil Amendments. California Resource Recovery Association. Lecture conducted from Sacramento California.
Rosenfeld, P.E., C.L. Henry, R. Harrison. (1998). Oat and Grass Seed Germination and Nitrogen and Sulfur Emissions Following Biosolids Incorporation With High-Carbon Wood-Ash. Water Environment Federation 12th Annual Residuals and Biosolids Management Conference Proceedings. Lecture conducted from Bellevue Washington.
Rosenfeld, P.E., and C.L. Henry. (1999). An evaluation of ash incorporation with biosolids for odor reduction. Soil Science Society of America. Lecture conducted from Salt Lake City Utah.
Rosenfeld, P.E., C.L. Henry, R. Harrison. (1998). Comparison of Microbial Activity and Odor Emissions from Three Different Biosolids Applied to Forest Soil. Brown and Caldwell. Lecture conducted from Seattle Washington.
Rosenfeld, P.E., C.L. Henry. (1998). Characterization, Quantification, and Control of Odor Emissions from Biosolids Application To Forest Soil. Biofest. Lecture conducted from Lake Chelan, Washington.
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Rosenfeld, P.E, C.L. Henry, R. Harrison. (1998). Oat and Grass Seed Germination and Nitrogen and Sulfur Emissions Following Biosolids Incorporation With High-Carbon Wood-Ash. Water Environment Federation 12th Annual Residuals and Biosolids Management Conference Proceedings. Lecture conducted from Bellevue Washington.
Rosenfeld, P.E., C.L. Henry, R. B. Harrison, and R. Dills. (1997). Comparison of Odor Emissions From Three Different Biosolids Applied to Forest Soil. Soil Science Society of America. Lecture conducted from Anaheim California.
Teaching Experience:
UCLA Department of Environmental Health (Summer 2003 through 20010) Taught Environmental Health Science 100 to students, including undergrad, medical doctors, public health professionals and nurses. Course focused on the health effects of environmental contaminants.
National Ground Water Association, Successful Remediation Technologies. Custom Course in Sante Fe, New Mexico. May 21, 2002. Focused on fate and transport of fuel contaminants associated with underground storage tanks.
National Ground Water Association; Successful Remediation Technologies Course in Chicago Illinois. April 1, 2002. Focused on fate and transport of contaminants associated with Superfund and RCRA sites.
California Integrated Waste Management Board, April and May, 2001. Alternative Landfill Caps Seminar in San Diego, Ventura, and San Francisco. Focused on both prescriptive and innovative landfill cover design.
UCLA Department of Environmental Engineering, February 5, 2002. Seminar on Successful Remediation Technologies focusing on Groundwater Remediation.
University Of Washington, Soil Science Program, Teaching Assistant for several courses including: Soil Chemistry, Organic Soil Amendments, and Soil Stability.
U.C. Berkeley, Environmental Science Program Teaching Assistant for Environmental Science 10.
Academic Grants Awarded:
California Integrated Waste Management Board. $41,000 grant awarded to UCLA Institute of the Environment.
Goal: To investigate effect of high carbon wood ash on volatile organic emissions from compost. 2001.
Synagro Technologies, Corona California: $10,000 grant awarded to San Diego State University.
Goal: investigate effect of biosolids for restoration and remediation of degraded coastal sage soils. 2000.
King County, Department of Research and Technology, Washington State. $100,000 grant awarded to University of Washington: Goal: To investigate odor emissions from biosolids application and the effect of polymers and ash on VOC emissions. 1998.
Northwest Biosolids Management Association, Washington State. $20,000 grant awarded to investigate effect of polymers and ash on VOC emissions from biosolids. 1997.
James River Corporation, Oregon: $10,000 grant was awarded to investigate the success of genetically engineered Poplar trees with resistance to round-up. 1996.
United State Forest Service, Tahoe National Forest: $15,000 grant was awarded to investigating fire ecology of the Tahoe National Forest. 1995.
Kellogg Foundation, Washington D.C. $500 grant was awarded to construct a large anaerobic digester on St. Kitts in West Indies. 1993
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Deposition and/or Trial Testimony:
In the United States District Court For The District of New Jersey Duarte et al, Plaintiffs, vs. United States Metals Refining Company et. al. Defendant.
Case No.: 2:17-cv-01624-ES-SCM
Rosenfeld Deposition. 6-7-2019
In the United States District Court of Southern District of Texas Galveston Division M/T Carla Maersk, Plaintiffs, vs. Conti 168., Schiffahrts-GMBH & Co. Bulker KG MS “Conti Perdido” Defendant.
Case No.: 3:15-CV-00106 consolidated with 3:15-CV-00237 Rosenfeld Deposition. 5-9-2019
In The Superior Court of the State of California In And For The County Of Los Angeles – Santa Monica Carole-Taddeo-Bates et al., vs. Ifran Khan et al., Defendants Case No.: No. BC615636
Rosenfeld Deposition, 1-26-2019
In The Superior Court of the State of California In And For The County Of Los Angeles – Santa Monica The San Gabriel Valley Council of Governments et al. vs El Adobe Apts. Inc. et al., Defendants Case No.: No. BC646857
Rosenfeld Deposition, 10-6-2018; Trial 3-7-19
In United States District Court For The District of Colorado Bells et al. Plaintiff vs. The 3M Company et al., Defendants Case: No 1:16-cv-02531-RBJ
Rosenfeld Deposition, 3-15-2018 and 4-3-2018
In The District Court Of Regan County, Texas, 112th Judicial District Phillip Bales et al., Plaintiff vs. Dow Agrosciences, LLC, et al., Defendants Cause No 1923
Rosenfeld Deposition, 11-17-2017
In The Superior Court of the State of California In And For The County Of Contra Costa Simons et al., Plaintiffs vs. Chevron Corporation, et al., Defendants Cause No C12-01481
Rosenfeld Deposition, 11-20-2017
In The Circuit Court Of The Twentieth Judicial Circuit, St Clair County, Illinois Martha Custer et al., Plaintiff vs. Cerro Flow Products, Inc., Defendants Case No.: No. 0i9-L-2295
Rosenfeld Deposition, 8-23-2017
In The Superior Court of the State of California, For The County of Los Angeles Warrn Gilbert and Penny Gilber, Plaintiff vs. BMW of North America LLC Case No.: LC102019 (c/w BC582154)
Rosenfeld Deposition, 8-16-2017, Trail 8-28-2018
In the Northern District Court of Mississippi, Greenville Division Brenda J. Cooper, et al., Plaintiffs, vs. Meritor Inc., et al., Defendants Case Number: 4:16-cv-52-DMB-JVM
Rosenfeld Deposition: July 2017
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In The Superior Court of the State of Washington, County of Snohomish Michael Davis and Julie Davis et al., Plaintiff vs. Cedar Grove Composting Inc., Defendants Case No.: No. 13-2-03987-5
Rosenfeld Deposition, February 2017
Trial, March 2017
In The Superior Court of the State of California, County of Alameda Charles Spain., Plaintiff vs. Thermo Fisher Scientific, et al., Defendants Case No.: RG14711115
Rosenfeld Deposition, September 2015
In The Iowa District Court In And For Poweshiek County
Russell D. Winburn, et al., Plaintiffs vs. Doug Hoksbergen, et al., Defendants Case No.: LALA002187
Rosenfeld Deposition, August 2015
In The Iowa District Court For Wapello County
Jerry Dovico, et al., Plaintiffs vs. Valley View Sine LLC, et al., Defendants Law No,: LALA105144 - Division A
Rosenfeld Deposition, August 2015
In The Iowa District Court For Wapello County
Doug Pauls, et al.,, et al., Plaintiffs vs. Richard Warren, et al., Defendants Law No,: LALA105144 - Division A
Rosenfeld Deposition, August 2015
In The Circuit Court of Ohio County, West Virginia
Robert Andrews, et al. v. Antero, et al.
Civil Action N0. 14-C-30000
Rosenfeld Deposition, June 2015
In The Third Judicial District County of Dona Ana, New Mexico Betty Gonzalez, et al. Plaintiffs vs. Del Oro Dairy, Del Oro Real Estate LLC, Jerry Settles and Deward DeRuyter, Defendants
Rosenfeld Deposition: July 2015
In The Iowa District Court For Muscatine County
Laurie Freeman et. al. Plaintiffs vs. Grain Processing Corporation, Defendant Case No 4980
Rosenfeld Deposition: May 2015
In the Circuit Court of the 17th Judicial Circuit, in and For Broward County, Florida Walter Hinton, et. al. Plaintiff, vs. City of Fort Lauderdale, Florida, a Municipality, Defendant.
Case Number CACE07030358 (26)
Rosenfeld Deposition: December 2014
In the United States District Court Western District of Oklahoma Tommy McCarty, et al., Plaintiffs, v. Oklahoma City Landfill, LLC d/b/a Southeast Oklahoma City Landfill, et al. Defendants.
Case No. 5:12-cv-01152-C
Rosenfeld Deposition: July 2014
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In the County Court of Dallas County Texas
Lisa Parr et al, Plaintiff, vs. Aruba et al, Defendant.
Case Number cc-11-01650-E
Rosenfeld Deposition: March and September 2013
Rosenfeld Trial: April 2014
In the Court of Common Pleas of Tuscarawas County Ohio
John Michael Abicht, et al., Plaintiffs, vs. Republic Services, Inc., et al., Defendants Case Number: 2008 CT 10 0741 (Cons. w/ 2009 CV 10 0987) Rosenfeld Deposition: October 2012
In the United States District Court of Southern District of Texas Galveston Division Kyle Cannon, Eugene Donovan, Genaro Ramirez, Carol Sassler, and Harvey Walton, each Individually and on behalf of those similarly situated, Plaintiffs, vs. BP Products North America, Inc., Defendant.
Case 3:10-cv-00622
Rosenfeld Deposition: February 2012
Rosenfeld Trial: April 2013
In the Circuit Court of Baltimore County Maryland
Philip E. Cvach, II et al., Plaintiffs vs. Two Farms, Inc. d/b/a Royal Farms, Defendants Case Number: 03-C-12-012487 OT
Rosenfeld Deposition: September 2013
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EXHIBIT
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1640 5th St.., Suite 204 Santa
Santa Monica, California 90401
Tel: (949) 887‐9013
Email: [email protected]
Matthew F. Hagemann, P.G., C.Hg., QSD, QSP
Geologic and Hydrogeologic Characterization
Industrial Stormwater Compliance
Investigation and Remediation Strategies
Litigation Support and Testifying Expert
CEQA Review
Education:
M.S. Degree, Geology, California State University Los Angeles, Los Angeles, CA, 1984.
B.A. Degree, Geology, Humboldt State University, Arcata, CA, 1982.
Professional Certifications:
California Professional Geologist
California Certified Hydrogeologist
Qualified SWPPP Developer and Practitioner
Professional Experience:
Matt has 25 years of experience in environmental policy, assessment and remediation. He spent nine years with the U.S. EPA in the RCRA and Superfund programs and served as EPA’s Senior Science Policy Advisor in the Western Regional Office where he identified emerging threats to groundwater from perchlorate and MTBE. While with EPA, Matt also served as a Senior Hydrogeologist in the oversight of the assessment of seven major military facilities undergoing base closure. He led numerous enforcement actions under provisions of the Resource Conservation and Recovery Act (RCRA) while also working with permit holders to improve hydrogeologic characterization and water quality monitoring.
Matt has worked closely with U.S. EPA legal counsel and the technical staff of several states in the application and enforcement of RCRA, Safe Drinking Water Act and Clean Water Act regulations. Matt has trained the technical staff in the States of California, Hawaii, Nevada, Arizona and the Territory of Guam in the conduct of investigations, groundwater fundamentals, and sampling techniques.
Positions Matt has held include:
• Founding Partner, Soil/Water/Air Protection Enterprise (SWAPE) (2003 – present); • Geology Instructor, Golden West College, 2010 – 2014; • Senior Environmental Analyst, Komex H2O Science, Inc. (2000 ‐‐ 2003);
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• Executive Director, Orange Coast Watch (2001 – 2004); • Senior Science Policy Advisor and Hydrogeologist, U.S. Environmental Protection Agency (1989– 1998);
• Hydrogeologist, National Park Service, Water Resources Division (1998 – 2000); • Adjunct Faculty Member, San Francisco State University, Department of Geosciences (1993 – 1998);
• Instructor, College of Marin, Department of Science (1990 – 1995); • Geologist, U.S. Forest Service (1986 – 1998); and
• Geologist, Dames & Moore (1984 – 1986).
Senior Regulatory and Litigation Support Analyst:
With SWAPE, Matt’s responsibilities have included:
• Lead analyst and testifying expert in the review of over 100 environmental impact reports since 2003 under CEQA that identify significant issues with regard to hazardous waste, water resources, water quality, air quality, Valley Fever, greenhouse gas emissions, and geologic hazards. Make recommendations for additional mitigation measures to lead agencies at the local and county level to include additional characterization of health risks and implementation of protective measures to reduce worker exposure to hazards from toxins and Valley Fever.
• Stormwater analysis, sampling and best management practice evaluation at industrial facilities. • Manager of a project to provide technical assistance to a community adjacent to a former Naval shipyard under a grant from the U.S. EPA.
• Technical assistance and litigation support for vapor intrusion concerns. • Lead analyst and testifying expert in the review of environmental issues in license applications for large solar power plants before the California Energy Commission. • Manager of a project to evaluate numerous formerly used military sites in the western U.S. • Manager of a comprehensive evaluation of potential sources of perchlorate contamination in Southern California drinking water wells.
• Manager and designated expert for litigation support under provisions of Proposition 65 in the review of releases of gasoline to sources drinking water at major refineries and hundreds of gas stations throughout California.
• Expert witness on two cases involving MTBE litigation. • Expert witness and litigation support on the impact of air toxins and hazards at a school. • Expert witness in litigation at a former plywood plant.
With Komex H2O Science Inc., Matt’s duties included the following:
• Senior author of a report on the extent of perchlorate contamination that was used in testimony by the former U.S. EPA Administrator and General Counsel. • Senior researcher in the development of a comprehensive, electronically interactive chronology of MTBE use, research, and regulation.
• Senior researcher in the development of a comprehensive, electronically interactive chronology of perchlorate use, research, and regulation.
• Senior researcher in a study that estimates nationwide costs for MTBE remediation and drinking water treatment, results of which were published in newspapers nationwide and in testimony against provisions of an energy bill that would limit liability for oil companies. • Research to support litigation to restore drinking water supplies that have been contaminated by MTBE in California and New York.
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• Expert witness testimony in a case of oil production‐related contamination in Mississippi. • Lead author for a multi‐volume remedial investigation report for an operating school in Los Angeles that met strict regulatory requirements and rigorous deadlines. 3
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• Development of strategic approaches for cleanup of contaminated sites in consultation with clients and regulators.
Executive Director:
As Executive Director with Orange Coast Watch, Matt led efforts to restore water quality at Orange County beaches from multiple sources of contamination including urban runoff and the discharge of wastewater. In reporting to a Board of Directors that included representatives from leading Orange County universities and businesses, Matt prepared issue papers in the areas of treatment and disinfection of wastewater and control of the discharge of grease to sewer systems. Matt actively participated in the development of countywide water quality permits for the control of urban runoff and permits for the discharge of wastewater. Matt worked with other nonprofits to protect and restore water quality, including Surfrider, Natural Resources Defense Council and Orange County CoastKeeper as well as with business institutions including the Orange County Business Council.
Hydrogeology:
As a Senior Hydrogeologist with the U.S. Environmental Protection Agency, Matt led investigations to characterize and cleanup closing military bases, including Mare Island Naval Shipyard, Hunters Point Naval Shipyard, Treasure Island Naval Station, Alameda Naval Station, Moffett Field, Mather Army Airfield, and Sacramento Army Depot. Specific activities were as follows:
• Led efforts to model groundwater flow and contaminant transport, ensured adequacy of monitoring networks, and assessed cleanup alternatives for contaminated sediment, soil, and groundwater.
• Initiated a regional program for evaluation of groundwater sampling practices and laboratory analysis at military bases.
• Identified emerging issues, wrote technical guidance, and assisted in policy and regulation development through work on four national U.S. EPA workgroups, including the Superfund Groundwater Technical Forum and the Federal Facilities Forum.
At the request of the State of Hawaii, Matt developed a methodology to determine the vulnerability of groundwater to contamination on the islands of Maui and Oahu. He used analytical models and a GIS to show zones of vulnerability, and the results were adopted and published by the State of Hawaii and County of Maui.
As a hydrogeologist with the EPA Groundwater Protection Section, Matt worked with provisions of the Safe Drinking Water Act and NEPA to prevent drinking water contamination. Specific activities included the following:
• Received an EPA Bronze Medal for his contribution to the development of national guidance for the protection of drinking water.
• Managed the Sole Source Aquifer Program and protected the drinking water of two communities through designation under the Safe Drinking Water Act. He prepared geologic reports, conducted public hearings, and responded to public comments from residents who were very concerned about the impact of designation.
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• Reviewed a number of Environmental Impact Statements for planned major developments, including large hazardous and solid waste disposal facilities, mine reclamation, and water transfer.
Matt served as a hydrogeologist with the RCRA Hazardous Waste program. Duties were as follows:
• Supervised the hydrogeologic investigation of hazardous waste sites to determine compliance with Subtitle C requirements.
• Reviewed and wrote ʺpart Bʺ permits for the disposal of hazardous waste. • Conducted RCRA Corrective Action investigations of waste sites and led inspections that formed the basis for significant enforcement actions that were developed in close coordination with U.S.
EPA legal counsel.
• Wrote contract specifications and supervised contractor’s investigations of waste sites.
With the National Park Service, Matt directed service‐wide investigations of contaminant sources to prevent degradation of water quality, including the following tasks:
• Applied pertinent laws and regulations including CERCLA, RCRA, NEPA, NRDA, and the Clean Water Act to control military, mining, and landfill contaminants. • Conducted watershed‐scale investigations of contaminants at parks, including Yellowstone and Olympic National Park.
• Identified high‐levels of perchlorate in soil adjacent to a national park in New Mexico and advised park superintendent on appropriate response actions under CERCLA. • Served as a Park Service representative on the Interagency Perchlorate Steering Committee, a national workgroup.
• Developed a program to conduct environmental compliance audits of all National Parks while serving on a national workgroup.
• Co‐authored two papers on the potential for water contamination from the operation of personal watercraft and snowmobiles, these papers serving as the basis for the development of nation‐ wide policy on the use of these vehicles in National Parks. • Contributed to the Federal Multi‐Agency Source Water Agreement under the Clean Water Action Plan.
Policy:
Served senior management as the Senior Science Policy Advisor with the U.S. Environmental Protection Agency, Region 9. Activities included the following:
• Advised the Regional Administrator and senior management on emerging issues such as the potential for the gasoline additive MTBE and ammonium perchlorate to contaminate drinking water supplies.
• Shaped EPA’s national response to these threats by serving on workgroups and by contributing to guidance, including the Office of Research and Development publication, Oxygenates in Water: Critical Information and Research Needs.
• Improved the technical training of EPAʹs scientific and engineering staff. • Earned an EPA Bronze Medal for representing the region’s 300 scientists and engineers in negotiations with the Administrator and senior management to better integrate scientific principles into the policy‐making process.
• Established national protocol for the peer review of scientific documents. 5
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Geology:
With the U.S. Forest Service, Matt led investigations to determine hillslope stability of areas proposed for timber harvest in the central Oregon Coast Range. Specific activities were as follows:
• Mapped geology in the field, and used aerial photographic interpretation and mathematical models to determine slope stability.
• Coordinated his research with community members who were concerned with natural resource protection.
• Characterized the geology of an aquifer that serves as the sole source of drinking water for the city of Medford, Oregon.
As a consultant with Dames and Moore, Matt led geologic investigations of two contaminated sites (later listed on the Superfund NPL) in the Portland, Oregon, area and a large hazardous waste site in eastern Oregon. Duties included the following:
• Supervised year‐long effort for soil and groundwater sampling. • Conducted aquifer tests.
• Investigated active faults beneath sites proposed for hazardous waste disposal.
Teaching:
From 1990 to 1998, Matt taught at least one course per semester at the community college and university levels:
• At San Francisco State University, held an adjunct faculty position and taught courses in environmental geology, oceanography (lab and lecture), hydrogeology, and groundwater contamination.
• Served as a committee member for graduate and undergraduate students. • Taught courses in environmental geology and oceanography at the College of Marin.
Matt taught physical geology (lecture and lab and introductory geology at Golden West College in Huntington Beach, California from 2010 to 2014.
Invited Testimony, Reports, Papers and Presentations:
Hagemann, M.F., 2008. Disclosure of Hazardous Waste Issues under CEQA. Presentation to the Public Environmental Law Conference, Eugene, Oregon.
Hagemann, M.F., 2008. Disclosure of Hazardous Waste Issues under CEQA. Invited presentation to U.S.
EPA Region 9, San Francisco, California.
Hagemann, M.F., 2005. Use of Electronic Databases in Environmental Regulation, Policy Making and Public Participation. Brownfields 2005, Denver, Coloradao.
Hagemann, M.F., 2004. Perchlorate Contamination of the Colorado River and Impacts to Drinking Water in Nevada and the Southwestern U.S. Presentation to a meeting of the American Groundwater Trust, Las Vegas, NV (served on conference organizing committee).
Hagemann, M.F., 2004. Invited testimony to a California Senate committee hearing on air toxins at schools in Southern California, Los Angeles.
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Brown, A., Farrow, J., Gray, A. and Hagemann, M., 2004. An Estimate of Costs to Address MTBE Releases from Underground Storage Tanks and the Resulting Impact to Drinking Water Wells.
Presentation to the Ground Water and Environmental Law Conference, National Groundwater Association.
Hagemann, M.F., 2004. Perchlorate Contamination of the Colorado River and Impacts to Drinking Water in Arizona and the Southwestern U.S. Presentation to a meeting of the American Groundwater Trust, Phoenix, AZ (served on conference organizing committee).
Hagemann, M.F., 2003. Perchlorate Contamination of the Colorado River and Impacts to Drinking Water in the Southwestern U.S. Invited presentation to a special committee meeting of the National Academy of Sciences, Irvine, CA.
Hagemann, M.F., 2003. Perchlorate Contamination of the Colorado River. Invited presentation to a tribal EPA meeting, Pechanga, CA.
Hagemann, M.F., 2003. Perchlorate Contamination of the Colorado River. Invited presentation to a meeting of tribal repesentatives, Parker, AZ.
Hagemann, M.F., 2003. Impact of Perchlorate on the Colorado River and Associated Drinking Water Supplies. Invited presentation to the Inter‐Tribal Meeting, Torres Martinez Tribe.
Hagemann, M.F., 2003. The Emergence of Perchlorate as a Widespread Drinking Water Contaminant.
Invited presentation to the U.S. EPA Region 9.
Hagemann, M.F., 2003. A Deductive Approach to the Assessment of Perchlorate Contamination. Invited presentation to the California Assembly Natural Resources Committee.
Hagemann, M.F., 2003. Perchlorate: A Cold War Legacy in Drinking Water. Presentation to a meeting of the National Groundwater Association.
Hagemann, M.F., 2002. From Tank to Tap: A Chronology of MTBE in Groundwater. Presentation to a meeting of the National Groundwater Association.
Hagemann, M.F., 2002. A Chronology of MTBE in Groundwater and an Estimate of Costs to Address Impacts to Groundwater. Presentation to the annual meeting of the Society of Environmental Journalists.
Hagemann, M.F., 2002. An Estimate of the Cost to Address MTBE Contamination in Groundwater (and Who Will Pay). Presentation to a meeting of the National Groundwater Association.
Hagemann, M.F., 2002. An Estimate of Costs to Address MTBE Releases from Underground Storage Tanks and the Resulting Impact to Drinking Water Wells. Presentation to a meeting of the U.S. EPA and State Underground Storage Tank Program managers.
Hagemann, M.F., 2001. From Tank to Tap: A Chronology of MTBE in Groundwater. Unpublished report.
7
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Hagemann, M.F., 2001. Estimated Cleanup Cost for MTBE in Groundwater Used as Drinking Water.
Unpublished report.
Hagemann, M.F., 2001. Estimated Costs to Address MTBE Releases from Leaking Underground Storage Tanks. Unpublished report.
Hagemann, M.F., and VanMouwerik, M., 1999. Potential Water Quality Concerns Related to Snowmobile Usage. Water Resources Division, National Park Service, Technical Report.
VanMouwerik, M. and Hagemann, M.F. 1999, Water Quality Concerns Related to Personal Watercraft Usage. Water Resources Division, National Park Service, Technical Report.
Hagemann, M.F., 1999, Is Dilution the Solution to Pollution in National Parks? The George Wright Society Biannual Meeting, Asheville, North Carolina.
Hagemann, M.F., 1997, The Potential for MTBE to Contaminate Groundwater. U.S. EPA Superfund Groundwater Technical Forum Annual Meeting, Las Vegas, Nevada.
Hagemann, M.F., and Gill, M., 1996, Impediments to Intrinsic Remediation, Moffett Field Naval Air Station, Conference on Intrinsic Remediation of Chlorinated Hydrocarbons, Salt Lake City.
Hagemann, M.F., Fukunaga, G.L., 1996, The Vulnerability of Groundwater to Anthropogenic Contaminants on the Island of Maui, Hawaii. Hawaii Water Works Association Annual Meeting, Maui, October 1996.
Hagemann, M. F., Fukanaga, G. L., 1996, Ranking Groundwater Vulnerability in Central Oahu, Hawaii. Proceedings, Geographic Information Systems in Environmental Resources Management, Air and Waste Management Association Publication VIP‐61.
Hagemann, M.F., 1994. Groundwater Characterization and Cleanup a t Closing Military Bases in California. Proceedings, California Groundwater Resources Association Meeting.
Hagemann, M.F. and Sabol, M.A., 1993. Role of the U.S. EPA in the High Plains States Groundwater Recharge Demonstration Program. Proceedings, Sixth Biennial Symposium on the Artificial Recharge of Groundwater.
Hagemann, M.F., 1993. U.S. EPA Policy on the Technical Impracticability of the Cleanup of DNAPL‐ contaminated Groundwater. California Groundwater Resources Association Meeting. 8
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Hagemann, M.F., 1992. Dense Nonaqueous Phase Liquid Contamination of Groundwater: An Ounce of Prevention... Proceedings, Association of Engineering Geologists Annual Meeting, v. 35.
Other Experience:
Selected as subject matter expert for the California Professional Geologist licensing examination, 2009‐ 2011.
9
2407
AIDS HEALTHCARE FOUNDATION v. CITY OF LOS ANGELES
Case Number: 19STCP05445
Hearing Date: March 3, 2021
COPY ~"'i FILED
County ~°'~ai:=-
APR 05 2021
11m R. ca.ter, ExecutNe Oficerlaerkof
ORDER GRANTING PETITION FOR WRIT OF MANDATE AND COMPLAINT FOR
INJUNCTIVE RELIEF
Through its Verified Petition for Writ of Mandate and Complaint for Injunctive Relief (the petition) Petitioner, AIDS Healthcare Foundation, challenges the certification of an environmental impact report (EIR) by Respondent, the City of Los Angeles. Petitioner seeks an order requiring the City to "vacate and withdraw the certification of the EIR and all Project Entitlements .... " (Pet., Prayer 11 A.) Petitioner contends it is entitled to relief because the City violated the California Environmental Quality Act (CEQA) (Pub. Resources Code §§ 21000 et seq.).
Both the City and Real Party in Interest, Southern California Flower Growers, Inc. (Flower Growers) oppose the petition.
The petition is granted.
STATEMENT OF THE CASE1
The Project:
The project is a mixed-use development located on just under four acres in the downtown area of the City.2 The site is currently the Southern California Flower Market, a wholesale market owned and occupied by the Flower Growers. (AR 778, 810, 866-67 .) The project site contains two buildings; the South Building, which was built in 1962 or 1963, and the North Building, which was built as part of the flower market's expansion in 1981. (AR 778, 866-868.) The buildings are two stories with a parking deck above. (AR 868.) The project renovates and upgrades the North building, which will continue to operate as a flower market. The project will demolish the South Building and replace it with a new twelve story, mixed-use development comprised of 323 residential units and 167,248 square feet of non-residential uses-retail, office, restaurant, wholesale storage and event space (the Project). (AR 719, 4462-4463.)
1 AR refers to the administrative record.
2 The site is bounded by 7th Street, 8th Street, Maple Avenue, and Wall Street. (AR 748, 791.)
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The City's Approval of the Project:
On May 22, 2017, the City issue a notice of preparation for the Project. On September 20, 2018, the City released a 600-page Draft EIR (DEIR) for the Project. (AR 4086-4087, 1321.) The City issued the Final EIR3 on April 12, 2019. (AR 4087.) The City conducted a public hearing on the EIR in May 2019. (AR 5-156, 4410-11.) Thereafter, on June 3, 2019, the City's Advisory Agency, certified the EIR, adopted the CEQA findings and a mitigation, monitoring and reporting program (MMRP}, and approved the Project.4 (AR 5-156, 4410-11.) Two entities appealed the Advisory Agency's decision on June 13, 2019.5 (AR 6715, 6869.) The appeals raised concerns about the Project's construction noise and air quality impacts. (AR 3574-77, 6869-80.} The City Planning Commission (CPC) heard and denied the appeals on August 26, 2019. The CPC certified the EIR and affirmed the Advisory Agency's Project approval. (AR 157-312, 4412-4420, 4425-4427, 4429-4531.)
On September 5, 2019, Petitioner appealed the CPC's decision. (AR 8457-8464.) On October 29, 2019, after holding another public hearing, the City's Planning and Land Use Management Committee voted unanimously to recommend that the full City Council deny the appeals and approve the Project. (AR 440-445, 4543-4547, 4548- 4602.) At a public meeting on November 12, 2019, the City Council voted unanimously to deny the appeals and approve the Project. (AR 709-710, 4603-4623.)
The writ petition ensued.
STANDARD OF REVIEW
In reviewing an agency's compliance with CEQA during the course of its legislative or quasilegislative actions, the trial court's inquiry during a mandamus proceeding" 'shall extend only to whether there was a prejudicial abuse of discretion,' " which is established " 'if the agency has not proceeded in a manner required by law or if the determination or decision is not supported by substantial evidence.' " (Vineyard Area Citizens for Responsible Growth Inc. v. City of Rancho Cordova (2007) 40 Cal.4th 412, 426 [citing Pub. Resources Code§ 21168.5).) "In evaluating an EIR for CEQA compliance, ... a reviewing court must adjust its scrutiny to the nature of the alleged defect, depending on whether the claim is predominantly one of improper procedure or a dispute over the facts." (Id. at 435.)
3 The court refers to the Final EIR herein as the EIR. The court designates any specific references to the Draft EIR as DEIR herein.
4 The Advisory Agency also approved the tract map on June 3, 2019. (AR 4299.) The City issued three errata to the EIR during the administrative review process: Erratum No. 1 on July 26, 2019; Erratum No. 2 on August 7, 2019; and Erratum No. 3 on October 18, 2019. (AR 4326.) 5 American Florists Exchange, Ltd. and the Coalition for Responsible Equitable Economic Development appealed the Advisory Agency's decision.
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CEQA requires an EIR to "be prepared with a sufficient degree of analysis to provide decision makers with information which enables them to make a decision which intelligently takes account of environmental consequences." (Guidelines6 § 15151; Sierra Club v. County of Fresno (Friant Ranch) (2018) 6 Cal.5th 502, 516.) "An EIR's designation of a particular environmental effect as 'significant' does not excuse the El R's failure to reasonably describe the nature and magnitude of the adverse effect." (Id. at 514.) "[TI here must be a disclosure of the 'analytic route the ... agency traveled from evidence to action.' " (laurel Heights Improvement Assn. v.
Regents of the University of California (1988) 47 Cal.3d 376, 404.) "[A] conclusory discussion of an environmental impact that an EIR deems significant can be determined by a court to be inadequate as an informational document without reference to substantial evidence." (Friant Ranch, supra, 6 Cal.5th at 514.) If the deficiencies in an EIR preclude "informed decisionmaking and public participation, the goals of CEQA are thwarted and a prejudicial abuse of discretion has occurred." (Save Our Peninsula Committee v. Monterey County Bd. of Supervisors (2001) 87 Cal.App.4th 99, 128.)
"Where the alleged defect is that the agency has failed to proceed in the r:nanner required by law, the court determines de novo whether the agency has employed the correct procedures, scrupulously enforcing all legislatively mandated requirements." ( Chico Advocates for a Responsible Economy v. City of Chico (2019) 40 Cal.App.5th 839, 845.) With respect to "alt substantial evidence challenges, an appellant challenging an EIR for insufficient evidence must lay out the evidence favorable to the other side and show why it is lacking. Failure to do so is fatal. A reviewing court will not independently review the record to make up for appellant's failure to carry his burden." (Defend the Bay v. City of Irvine (2004) 119 cal.App.4th 1261, 1266.) Moreover, "the reviewing court 'may not set aside an agency's approval of an EIR on the ground that an opposite conclusion would have been equally or more reasonable,' for, on factual questions, our task 'is not to weigh conflicting evidence and determine who has the better argument.' " (Vineyard Area Citizens for Responsible Growth Inc. v. City of Rancho Cordova, supra, 40 Cal.4th at 435.)
"Regardless of what is alleged, an EIR approved by a governmental agency is presumed legally adequate, and the party challenging the EIR has the burden of showing otherwise." (Chico Advocates for a Responsible Economy v. City of Chico, supra, 40 Cal.App.5th at 846.) Ill
Ill
6 The CEQA Guidelines are found at Title 14 Cal. Code Regs §§ 15000 et seq.
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ANALYSIS
Petitioner contends the EIR analysis of the Project's environmental impacts is flawed as to greenhouse gas (GHG) emissions, air quality and noise. The court addresses the claims in turn.
GHG Impacts:
Petitioner claims the City's analysis under the "first significance threshold"7 does not comply with CEQA. Petitioner's arguments arise in three general categories that are all related in some way to the City's selection of a significance threshold for GHG impacts. First, Petitioner contends the EIR's GHG analysis is inaccurate, confusing and misleading. Second, Petitioner asserts the City selected an inappropriate significance threshold. Third, Petitioner argues the EIR fails as an informal document for decisionmakers and informed public participation because it omits any analysis of Senate Bill (SB) 32 codified at Health and Safety Code section 38566.
Guidelines section 15064.4, subdivision (a) provides: "A lead agency shall have discretion to determine, in the context of a particular project, whether to: (1) Quantify greenhouse gas emissions resulting from a project; and/or (2) Rely on a qualitative analysis or performance based standards." Thus, under the Guidelines, the City had the option of selecting a quantitative or qualitative significance threshold for GHG emissions "based to the extent possible on scientific and factual data." (Guidelines§ 15064, subd. (b).) Further, "California's CEQA Guidelines ... recognize that an agency's adoption of a threshold of significance requires an exercise of reasoned judgment." (Mission Bay Alliance v. Office of Community Investment & Infrastructure (2016) 6 Cal.App.5th 160, 206.) A city's choice of a significance threshold "will be upheld if founded on substantial evidence." (Ibid.) First, Petitioner argues the City's "discussion of the GHG significance thresholds violates CEQA" because "it is inaccurate and confusing." (Reply 5:33 [emphasis added].) The court disagrees. A reasonable reading of the EIR and the City's selection of a significance threshold does not support Petitioner's claim.
The City explained because the California Air Resources Board (CARB), the South Coast Air Quality Management District (SCAQMD) and the City "have yet to adopt project-level significance thresholds for GHG emissions that would be applicable to the Project," the City obtained its primary direction for GHG emissions analysis from the Guidelines. (AR 917.) The City reported a project could have a significant environmental impact if the project generated GHG emissions that may have a significant impact on the environment, or if the project would conflict with "an applicable plan, policy, or regulation adopted for the purpose of reducing the emissions" of GHG. (AR 14:917.) After a straight-forward plain language discussion in plain in 7 Petitioner contends the City has relied upon two significance thresholds for GHG emissions. As discussed herein, the court disagrees. The EIR provides a single threshold of significance for GHG emissions.
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the EIR concerning the selection of significance thresholds, the City reported "the Project would not have a significant effect on the environment if it is found to be consistent with the applicable regulatory plans and policies to reduce GHG emissions." (AR 920.) The City thereafter set forth the applicable plans and policies for which it considered consistency in the context of GHG emissions. (AR 14:920.) The EIR methodically discusses the Project and the applicable plans and policies. Petitioner has not demonstrated the EIR's significance threshold discussion would mislead or confuse decisionmakers or public participants.
Second, without expressly so stating, much of Petitioner's argument related to GHG emissions theorizes the City abused its discretion in deciding not to use a quantitative threshold of significance for the Project. Petitioner contends the SCAQMD quantitative thresholds of significance should have been used for the Project as they are "the most appropriate ... to apply because the Project is a mixed-use project." (Opening Brief 14:17-18.) Petitioner thus contends the City engaged in "threshold shopping" for the Project. Petitioner speculates the City uses the SCAQMD's recommended thresholds of significance "to analyze projects where emissions are below the threshold." (Opening Brief 14:32-35.) Petitioner cites three such projects in the City's downtown area where the City used SCAQMD's thresholds of significance to find a project's GHG emissions had less than significant impacts. (AR 6495-6496.) The City explained it elected not to rely on SCAQMD's 2008 draft guidance (as revised in 2010) because neither the City nor SCAQMD "has adopted numeric thresholds for greenhouse gas emissions for land use development projects (e.g., residential/commercial projects) such as the Project." (AR 2820.) The City elaborated:
As further explained in the Draft EIR, in 2008, the SCAQMD convened a GHG CEQA Significance Threshold Working Group to provide guidance to local lead agencies on determining significance for GHG emissions in their CEQA documents. In December 2008, the SCAQMD Governing Board adopted interim GHG significance thresholds for projects where the SCAQMD is the lead agency. That threshold uses a tiered approach to determine a project's significance, with 10,000 metric tons of CO2 equivalent (MTCO2e) per year as a screening numerical threshold for stationary sources. In September 2010, the Working Group released additional revisions that recommended a screening threshold of 3,500 MTCO2e for residential projects, 1,400 MTCO2e for commercial projects, and 3,000 MTCO2e for mixed use projects. The SCAQMD has not since adopted those thresholds, nor has the SCAQMD provided a timeline for formal consideration of those thresholds.
In the meantime, the thresholds in the SCAQMD's guidance document are used as a non-binding guide. A lead agency is not required under CEQA to rely on draft regulatory standards that have not been adopted as significance thresholds. (AR 2820-2821.)
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While the City may have chosen to use the SCAQMD's guidance as thresholds of significance (as it apparently has done with at least three other projects) in the past, the City was not required to do so. (Guidelines§ 15064.7, subd. (c). See also Guidelines§ 15064.4, subd. (b)(3).) The Guidelines do "not mandate the use of absolute numerical thresholds to measure the significance of greenhouse gas emissions." (Center for Biological Diversity v. Department of Fish & Wildlife (2015) 62 Cal.4th 204, 221.) Accordingly, Petitioner has not met its burden of demonstrating the City's selection of the significance threshold is not supported by substantial evidence.
Third, Petitioner contends the EIR's GHG emissions analysis is inconsistent with SB 32. That is, Petitioner attacks the City's finding the Project is "consisten[t] with the policies in SB 32 and Executive Order B-30-15, which includes the GHG reduction goals codified in SB 32." (Opposition Brief 17:2-3.) Petitioner contends "[t]he EIR includes compliance with Executive Order B-30-15 on the list of measures it must comply with for the Project's GHG emissions to be considered insignificant ... and the Project does not comply with that executive order." (Reply 8:22-25.) Petitioner is correct to the extent there is no substantial evidence to support the City's position on Executive Order (EO) B-30-15.
As an initial matter, the City and Flower Growers argue Petitioner failed to exhaust its administrative remedies on the issue of "CARB's 2017 Scoping Plan, which provides strategies to achieve the 2040 GHG emission goals set in SB 32." (Opposition Brief 17:12-14.) The court disagrees. The broader issue of overall compliance with SB 32-however that might be achieved-was squarely presented to the City during the administrative proceedings.
SWAPE8 specifically raised the issue of SB 32 in its written comments to the DEIR. (AR 2900, 2922.) SWAPE wrote:
AB 32 requires California to reduce GHG emissions to 1990 levels by 2020.
However, in September 2016, prior to the release of the IS/MND, Governor Brown signed Senate Bill 32, enacting Health and Safety Code § 38566. [] This statue ("SB 32") requires California to achieve a new, more aggressive 40% reduction in GHG emissions over the 1990 levels by 2030. 'This 40 percent reduction is widely acknowledged as a necessary interim target to ensure that California meets its longer-range goal of reducing greenhouse gas emissions to 80 percent below 1990 levels by the year 2050.' Therefore, by failing to demonstrate consistency with the reduction targets set forth by SB 32, the Project may conflict with an applicable plan, policy, or regulation adopted for the purpose of reducing GHG emissions. As a result, the Project may have a potentially significant impact that was not previously addressed in the DEIR, and as such, a revised EIR should be prepared. (AR 2922.)
8 SWAPE is an acronym for Soil Water Air Protection Enterprises. SWAPE provides technical consultation, data analysis, and litigation support for the environment. (AR 2927.)
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SWAPE also advised the City-with expert opinion-"to reach the statewide goal of 259 MTCOie, California would have to reduce its emissions by 49 percent below the 'business-asusual' levels. This reduction target indicates that compliance with these more aggressive reduction goals, beyond what is mandated by AB 32, will be necessary." {AR 2923.) As acknowledged by the City and Flower Growers, the legislature codified EO B-30-15 at SB 32. (Opposition Brief 17:3.} Executed by Governor Brown on April 29, 2015, two years before the notice of preparation, EO B-30-15 provides in part:
"A new interim statewide greenhouse emission reduction target to reduce greenhouse gas emissions to 40 percent below 1990 levels by 2030 is established in order to ensure California meets its target of reducing greenhouse gas emissions to 80 percent below 1990 levels by 2050."
SB 32, codified at Health and Safety Code section 38566, effective January 1, 2017 (prior to the City's notice of preparation) provides:
"In adopting rules and regulations to achieve the maximum technologically feasible and cost-effective greenhouse gas emissions reductions authorized by this division, the state board shall ensure that statewide greenhouse gas emissions are reduced to at least 40 percent below the statewide greenhouse gas emissions limit no later than December 31, 2030."
The EIR reports the Project's GHG emissions are "consistent"9 with EO B-30-15. (AR 926.) The EIR's discussion of EO B-30-15 in its "Consistency Analysis" reports the order's target of reducing GHG emissions to 40 percent below 1990 levels by 2030. (AR 926-927.) In fact, the EIR suggests the Project is actually consistent and compliant with EO B-30-15: "As such, given the reasonably anticipated decline in Project emissions once fully constructed and operational, the Project is consistent with the Executive Order's horizon-year goal."10 (AR 926.) The issue raised by Petitioner is whether there is substantial evidence for the EIR's claim to decisionmakers and public participants the Project does not conflict with E0 B-30-15-"an applicable plan, policy, or regulation adopted for the purpose of reducing the emissions" of GHG. (AR 14:917.) The City's position of consistency with EO B-30-15 requires substantial evidence.
9 "Consistent" means "marked by harmony, regularity, or steady continuity" and "marked by agreement." (www.merriam-webster.com/dictionary/consistent.) 10The EIR's use of a singular possessive form as opposed to a plural possessive form makes the analysis where the EIR discusses two executive orders unclear. In any event, the statement implies quantitative compliance with required GHG emission reductions by 2030. The City's findings, however, make clear the City intended the statement to apply to both executive orders. (AR 235.)
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Certainly, the EIR acknowledges a 2030 GHG emissions target exists under the law; in its Consistency Analysis, however, the EIR provides no information about that target or how the Project's GHG emissions are consistent with it. The EIR's claim "the Project's post-2020 emissions trajectory is expected to follow a declining trend, consistent with the 2030 and 2050 targets and Executive Order ... B-30-15" appears to be unsupported by substantial evidence. (AR 927.)
Moreover, the EIR reports "[m]any of the emission reduction strategies recommended by CARB would serve to reduce the Project's post-2020 emissions level to the extent applicable by law .... " (AR 927 [emphasis added].) The EIR, however, provides no analysis to support the claim the Project's GHG emissions comply with Health and Safety Code section 38566. That is, "applicable law."11 In fact, the only evidence on the issue suggests otherwise. (AR 2923 [49 percent reduction required for compliance versus Project's 33 percent reduction].) During argument the Flower Growers directed the court to evidence the City could have considered to find the Project is consistent with EO B-30-15. The evidence, however, is not substantial evidence supporting the claim the Project's post-2020 emissions will be reduced to the level required by EO B-30-15 as reported in the EIR.
For example, the EIR's discussion of EO B-30-15 explains "a statewide GHG reduction target of 40 percent below 1990 levels by 2030." (AR 902.) Citing a "recent study," the EIR reports "the state's existing and proposed regulatory framework will allow the state to reduce its GHG emissions level to 40 percent below 1990 levels by 2030 (consistent with Executive Order B-30- 15), and to 60 percent below 1990 levels by 2050." (AR 903.) While the City cited the study by footnote, the study did not address the Project and its GHG emissions.12 Thus, the discussion and study are not substantial evidence of the Project's compliance with EO B-30-15.
In addition, the Project's reduction in GHG emissions related to design features (AR 924-925) does not address compliance with EO B-30-15. The order sets forth a quantitative standard. The EIR's general reference to design features and GHG does not inform on consistency with that quantitative standard.
11 The City found, "As such, the Project's post-2020 emissions trajectory is expected to follow a declining trend, consistent with the 2030 and 2050 targets and Executive Order S-3-05 and B-30-
15." (AR 235 [emphasis added].) The statement is misleading because it implies the Project meets EO 8-30-lS's emissions target when there is no substantial evidence to support the City's position.
12 The court does not have access to the study cited in the footnote. The El R's narrative suggests the study concerned "various combinations of policies" to assist emission levels to "remain very low through 2050 .•.. " (AR 903.) In the unlikely event the general study addressed the Project, the court notes "a report 'buried in an appendix,' is not a substitute for 'a good faith reasoned analysis .... '" (Banning Ranch Conservancy v. City of Newport Beach (2017) 2 Cal.5th 918, 941 [citation omitted].)
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The EIR's discussion of the Regional Transportation Plan/Sustainable Communities Strategy of Southern California Association of Governments (SCAG) does address GHG emission reductions. (AR 911, 930-931.) The discussion, however, does not inform on the Project's consistency with EO B-30-15.
Finally, relying on Cleveland National Forest Foundation v. San Diego Assn. of Governments (2017) 3 Cal.5th 497, the City argues it had no obligation to consider EO B-30-15. In Cleveland National Forest Foundation, the petitioners argued the agency "should have evaluated the plan's impacts against an executive order signed" by the governor. (Id. at 503.) The Supreme Court disagreed. The agency in Cleveland National Forest Foundation, however, did not adopt a significance threshold of express consistency with an executive order as the City did here. (See id. at 507 [three measures of significance).) That is, the agency in Cleveland National Forest Foundation did not represent the project was consistent with a particular executive order and establish its significance threshold in p~rt on such consistency.
Based on the foregoing, the court finds the EIR's claim of consistency with EO B-30-15 and the policies therein is not supported by substantial evidence. Thus, the EIR's conclusions that GHG emissions do not exceed the City's chosen significance threshold is unsupported. The City abused its discretion in finding GHG emissions would not have a substantial environmental impact. "[A] conclusory discussion of an environmental impact that an EIR deems significant can be determined by a court to be inadequate as an informational document without reference to substantial evidence." (Friant Ranch, supra, 6 Cal.5th at 514.) Petitioner is entitled to relief based on the EIR's incomplete discussion of GHG emission impacts.13 Air Quality Impacts:
The EIR reports the Project's construction emissions would cause significant regional and local air quality impacts based on nitrogen oxides (NOx) and fine particulate matter (PM2.5). (AR 843.) Thus, the Project required mitigation measures for air quality impacts. (AR 843.) Petitioner contends the EIR fails to adequately analyze and mitigate construction-related impacts on air quality.
13 During argument, the parties argued about the meaning of Table 4.F-5. (AR 922.) The City contended the table calculations demonstrated compliance with EO B-30-15 while Petitioner argued it did not. The narrative accompanying the table indicates the Project is consistent with the 2014 Revised AB 32 Scoping Plan because of a reduction target of 15.3 percent. There is no discussion of EO B-30-15. Whether the table's information is consistent with EO 8-3-15-and the court could not determine one way or the other even after the aid of argument-is unclear and does not inform decisionmakers or public participation.
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1. Mitigation Measure (MM) C-1
MM C-1 requires "(a]II off-road construction equipment greater than 50 horsepower" satisfy United States Environmental Protection Agency (EPA) "Tier 4 emissions standards to reduce NOx and PM2.5 emissions at the Project Site." (AR 849.) The EIR states "[a]ny emissions control device used by the contractor shall achieve emissions reductions that are no less than what could be achieved by a Level 3 diesel emissions control strategy for a similarly sized engine as defined by CARB regulations." (AR 849.)
"For projects for which an EIR has been prepared, where substantial evidence supports the approving agency's conclusion that mitigation measures will be effective, courts will uphold such measures against attacks based on their alleged inadequacy." (Sacramento Old City Assn. v. City Council (1991) 229 Cal.App.3d 1011, 1027.) A reviewing court, however, will not defer to the agency if there is no substantial evidence in the record showing the mitigation measure is feasible and effective, or if the feasibility or effectiveness of the mitigation measure "def[ies] common sense." (Gray v. County of Madera (2008) 167 Cal.App.4th 1099, 1116-1117.) Petitioner contends MM C-1 is both ineffective and infeasible.
The parties' argument here centers on the meaning of Tier 4 standards for the construction equipment to be used for the Project. Petitioner contends there are two Tier 4 standards-an interim standard and a final standard.14 Petitioner reports the CalEEMod calculations are based on a Tier 4 final standard-an assumption all construction equipment used for the Project with a horsepower greater than 50 comply Tier 4 final standards. (AR 2908 [citing Appendix E-1]; see also AR 1475-1478, 1507-1510, 1544-1547.) Therefore, to the extent MM C-1 permits the Flower Growers to use equipment with a Tier 4 interim standard, the required mitigation will not be achieved. That is, the CalEEMod calculation on which the effectiveness of MM C-1 is based assumes a Tier 4 final standard for all construction equipment exceeding 50 horsepower.
MM C-1, however, does not require all equipment to be Tier 4 final compliant.
The City dismisses Petitioner's claim as nothing more than a "red herring." (Opposition 21:18.) The City reasons Tier 4 "interim" standards were only in effect for a short period of time for certain manufacturers. The interim period ended in 2018 well before the City issued the EIR in 2019. (AR 2803, 4303-4304.) The EIR explains:
"Tier 4 engines have been phased in nationwide since 2008 for all engine types. While some manufacturers were given limited flexibilitY. to phase in compliant engines under the Transition Program for Equipment Manufacturers (TPEM), this provided up 14 There seems to be no dispute Tier 4 final standards are more stringent (allow less emissions) than Tier 4 interim standards. (AR 2909, 2803.)
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to seven years of additional time to offer such equipment. For engines less than 56 horsepower (hp), this TPEM period ended at the end of 2014. Engines between 56- 130 hp had until the end of 2018, while larger engines of 130 hp or more ended at the end of 2017. As a result, Tier 4 equipment is commercially available from all manufacturers, especially for common types of equipment to be used during the construction phases for this Project." (AR 2803 [emphasis added].) The City sidesteps and avoids the issue. (See AR 6621-6622.) MM C-1 relies on Tier 4 equipment. CalEEMod calculations-demonstrating effective mitigation-are based on Tier 4 final standards for construction equipment exceeding 50 horsepower. The City does not require, however, that all equipment exceeding SO horsepower used for construction have been manufactured in 2019 and later-that is, when Tier 4 final standards were required. Thus, MM C-1 permits, for example, construction equipment with 130 horsepower manufactured in 2018 under the Tier 4 interim standard to be used on the Project. To the extent the City permits such equipment to be used, it would be inconsistent with CalEEMod calculations and undermine the mitigation.
During argument, the City suggested its interpretation of MM C-1 requires equipment for the Project to use Tier 4 final standards. The City contends its CalEEMod calculations support its intent. That is, if the City did not intend for all equipment to meet such standards it would not have used such a setting in its CalEEMod calculations. 15 The City also noted the Flower Growers concede MM C-1 requires Tier 4 final standard engines and so advised the City: "It should be noted that the measure refers to the use of Tier 4-certified engines, not the less effective Tier 4-interim certified engines." (AR 10136.)
The MMRP will require compliance with Tier 4 final standards for MM C-1. Whether the Project is complying with MM C-1 will not turn on the good faith of an "on-the-hood-of-a-truck" analysis of the mitigation measure by a contractor, as suggested by Petitioner during argument.
Instead, the MMRP requires:
"[S]pecifically during the construction phase and prior to the issuance of building permits, the [Flower Growers] shall retain an independent Construction Monitor (either via the City or through a third-party consultant), approved by the City of 15 Additionally, the City differentiated between Tier 4 standards (which the City considers final standards) and Transition Program for Equipment Manufacturers (TPEM) standards in the EIR.
Thus, the City's language in MM C-1 would not support two Tier 4 standards, final and interim.
Under the City's view, there is a Tier 4 standard and a TPEM standard. If the City had intended to include an "interim" Tier 4 standard in the MM, it would have used TPEM. In any event, this distinction provides additional support to the City's intent and the enforceable performance standard used for the MM.
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Los Angeles Department of City Planning, who shall be responsible for monitoring implementation of Project design features and mitigation measures during construction activities consistent with the monitoring phase and frequency set forth in this [MMRP)." (AR 143.)
Thus, while MM C-1 could have been more precise, the City's intent is clear, and the MM contains a specific performance standard. Moreover, the Flower Growers have acknowledged MM C-1 requires construction equipment with Tier 4 final standards (or its equivalent) be used for the Project. The MMRP will "ensure compliance during project implementation." (Pub.
Resources Code § 21081.6, subd. (a).)
While Petitioner contends the City uses a performance standard addressing only particulate but not NOx emissions (Opening Brief 18:14-19}, the court is unpersuaded. MM C-1 requires any construction equipment meet both standards-Tier 4 final and a Level 3 diesel emission control strategy. (AR 849 ["In addition"].)
Based on the foregoing, the court finds the City's determination MM C-1 will be effective at mitigating air quality impacts to a less-than-significant level during construction is supported by substantial evidence.
a. Feasibility and Enforceability of MM C-1
According to Petitioner, MM C-1 "does not provide either feasible or enforceable means to ensure significant air quality impacts will be avoided." (Opening Brief 19:5-6.) Petitioner argues MM C-1 is inadequate to ensure avoidance of significant impacts to the air quality "because of practical obstacles in obtaining the required technology." (Opening Brief 19:10-11.) Petitioner reports while Tier 4 standards have been phased in for construction equipment manufactured since 2008 (Tier 4 interim) and 2014 (Tier 4 Final), "a large portion of the construction equipment currently in use was manufactured to lower standards." (Opening Brief 19:16-17 [citing AR 2910-2911).)16 Petitioner contends the City's claim Tier 4 standards construction equipment is readily available is unsupported by substantial evidence. Thus, Petitioner claims the EIR's conclusion supporting feasibility-the availability of equipmentfails.
Petitioner's argument alleging a lack of appropriate construction equipment is based on speculation. Petitioner's reliance on a seven-year-old report from 2014-just after Tier 4 final 16 "In 2014, 25% of all offroad equipment in the state of California were equipped with Tier 2 engines, approximately 12% were equipped with Tier 3 engines, approximately 18% were equipped with Tier 4 Interim engines, and only 4% were equipped with Tier 4 Final engines."
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standards phased in-does not meet Petitioner's burden on the issue. The City's position "it is reasonable to conclude that the market has produced many more Tier 4-compliant engines" since 2014 is reasonable and appropriate given Petitioner's speculation. (Opposition 23:2-3.} This is especially true given the passage of time and such equipment being available from all manufacturers. (AR 2806.)
More importantly, if Flower Growers cannot secure specific Tier 4 equipment as required by MM C-1, Flower Growers will be required to "work with the City's Building and Safety Department on equivalent alternatives that minimize tailpipe emissions from off-road equipment." (AR 2803.) The term "equivalent" means the Flower Growers must demonstrate the proffered alternative "meets or exceeds" Tier 4 standards thereby meeting necessary emission reductions in NOx and PM2.5. (AR 4303-4304.)
.Based on the speculative nature of Petitioner's claim concerning feasibility, the court finds Petitioner did not meet its burden of demonstrating the City abused its discretion when it found MM C-1 is feasible.17
2. Air Quality Impacts to Sensitive Receptors
Petitioner takes issue with the City's selection and identification of sensitive receptors and their proximity to the Project. The flaw, according to Petitioner, undermines the El R's air quality analysis.
Petitioner notes the EIR identifies the "nearest" sensitive receptors at distances of 220 (school}, 240 (apartment building), 440 (apartment building) and 700 (apartment building) feet from the Project. (AR 836.) Petitioner reports there is an apartment building within 55 feet of the Project and another closer than 240 feet. (AR 778, 3173, 6874-6875.) Petitioner argues that these omissions are misleading by creating the impression for decisionmakers and the participating public there are few sensitive uses in close proximity to the Project.18 To the extent selection of a group of sensitive receptors is a methodology issue, the City is entitled to deference on its methodology.19 Thus, the decision is subject to substantial evidence review. (City of long Beach v. Los Angeles Unified School Dist. (2009) 176 Cal.App.4th 889, 898.) 17 The court's finding MM C-1 is effective sufficiently responds to Petitioner's claim concerning enforceability.
18 Additionally, Petitioner argues the El R's air quality impacts on sensitive receptors is inadequate because it relies on the MM C-1 to render the impact less than significant. Of course, the court's earlier analysis of MM C-1 would be equally applicable here. 19 That said, the court is not persuaded the issue is, in fact, a methodology issue.
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The City's use of SCAQMD guidance on the issue does not actually support selection issues. That is, nothing in the SCAQMD guidance instructs on selection of sensitive receptors over others. (AR 832-848, 845.) Thus, the SCAQMD guidance is not substantial evidence.
In the EIR, the City "disclose[d] the location of a number of representative sensitive receptors near the Project Site" including residential and non-residential uses. (AR 7232.) The City's response to public comment is instructive:
"Almost all of the other residential uses identified by the commentor are at the same distance from the Project site as the Santee Court Apartments (i.e., the Santee Village Apartments) or even a further distance away from the Project site (i.e., the Garment Lofts are 40 feet further away than the Santee Court Apartments and the Santee Village Lofts are 60 feet further away than the Santee Court Apartments). Moreover, compliance with SCAQMD's thresholds of significance will avoid any significant impact to any of these sensitive receptors and the EIR demonstrates that mitigated construction emissions would be less than all the SCAQMD's thresholds of significance. (Refer to Draft EIR, pages 4.C-19 through 23.) This conclusion would apply regardless of the location of any receptor pursuant to SCAQMD guidance." (AR 7232; see also AR 3570-3571.) The court finds Petitioner has not met its burden of demonstrating a prejudicial abuse of discretion even assuming the City abused its discretion in its selection of sensitive receptors.
Petitioner has not suggested any legal requirement that every sensitive receptor within close proximity of a Project must be identified. "CEQA requires only that the agency 'use its best efforts to find out and disclose all that it reasonably can' (Guidelines, § 15144), and that the EIR display 'adequacy, completeness, and a good faith effort at full disclosure' (Guidelines, § 15151)." (Planning & Conservation League v. Castaic Lake Water Agency (2009) 180 Cal.App.4th 210, 253.)
Further, Petitioner fails to demonstrate the City sampling is misleading-other than to the extent the City did not include every single sensitive receptor in close proximity to the Project.
The City's expert concluded the Project would avoid significant impacts to all receptors in the vicinity because the Project's mitigated construction emissions will fall below SCAQMD's thresholds measured at the source of the emissions. (AR 3570-3571, 4068, 7232.) Petitioner does not suggest with evidence the El R's analysis and conclusions would be different with respect to the omitted sensitive receptors as opposed to the receptors the City considered and analyzed. Accordingly, Petitioner shows no prejudicial abuse of discretion.
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3. Disclosure of Health Risks Associated with Air Quality Impacts Petitioner argues the Project fails to adequately discuss the connections between potential pollutant emissions and resulting human health impacts. Such analysis, Petitioner contends, is required by Guidelines section 15126.2, subdivision (a).
Petitioner asserts the EIR failed to discuss the health risks related to the estimated level of construction and operational emissions. (AR 827-850.) The EIR therefore does not comply with the Supreme Court's direction in Friant Ranch that a "[p]roject's health effects must be "clearly identified" and the discussion must include "relevant specifics" about the environmental changes attributable to the Project and their associated health outcomes." (Friant Ranch, supra, 6 Cal.5th at 518.)
Further, Petitioner argues the City's 2019 Health Risk Assessment (HRA) does not "fill the gap in the EIR's analysis." (Opening Brief 23:28.) The HRA contains no analysis of operational emissions and merely addresses construction-related emissions of diesel particulate matter. (AR 846.)
Under SCAQMD guidance, an HRA is recommended for "substantial sources of diesel particulate emissions (e.g., truck stops and warehouse distribution facilities) ... . 11 (AR 846.) The City
determined-and there is no challenge to the City's finding-the "Project would not result in any substantial emissions of toxic air contaminants (TAC) during the construction or operations phase." (AR 846.)
The EIR explains:
"The Project would not result in any substantial emissions of toxic air contaminants (TACs) during the construction or operations phase. During the construction phase, the primary air quality impacts would be associated with the combustion of diesel fuels, which produce exhaust-related particulate matter that is considered a toxic air contaminant by CARB based on chronic exposure to these emissions. However, construction activities would not produce chronic, long-term exposure to diesel particulate matter. During long-term project operations, the Project does not include typical sources of acutely and chronically hazardous TACs such as industrial manufacturing processes and automotive repair facilities. As a result, the Project would not create substantial concentrations of TACs. In addition, the SCAQMD recommends that health risk assessments be conducted for substantial sources of diesel particulate emissions (e.g., truck stops and warehouse distribution facilities) and has provided guidance for analyzing mobile source diesel emissions. The Project would not generate a substantial number of truck trips. Based on the limited activity of TAC sources, the Project would not
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warrant the need for a health risk assessment associated with on-site activities.
Therefore, Project impacts related to TACs would be less than significant." (AR 846; see also AR 2964-66.)
Contrary to Petitioner's position, Friant Ranch, does not require more from the City. The Project does not exceed any SCAQMD significance threshold for air quality impacts or trigger any criteria requiring an HRA.
Petitioner has not met its burden of demonstrating a prejudicial abuse of discretion based on a failure to adequately discuss the connections between potential pollutant emissions and resulting human health impacts.20
Noise Impacts:
Petitioner contends the EIR fails to adequately analyze and mitigate construction-related environmental impacts as to noise.
1. Disclosure of Impacts to Sensitive Receptors
Petitioner takes issue with the El R's purported failure to analyze the construction-noise impacts at the Textile Building Lofts, a location merely 55 feet from the Project. The EIR does not contain any noise analysis to any sensitive receptors at this location. In fact, the first discussion by the City about the noise impacts to the Textile Building Lofts is contained in Erratum No. 3. (AR 3173, 3342-3343.)
Petitioner contends the City's analysis is flawed. Petitioner believes the daytime ambient noise level of 64.8 dBA, based on measurements on Maple Avenue, is overstated for the Textile Building Lofts. (AR 3343.} The City's inaccurate 64.8 dBA daytime noise level assumption, according to Petitioner, led to a conclusion of only a 1.3 dBA daytime noise level increase such that the Project's construction-noise impacts did not exceed the 5 dBA level noise increase significance threshold. (AR 3343.)
Based on expert opinion, however, Petitioner reports the City's ambient noise level determination failed to take into account the 12-story height of the Textile Building Lofts.
Higher stories have lower ambient noise levels. (AR 10085-10086 [identifying ambient noise is as low as 58.5 for the twelfth floor].) The daytime ambient noise levels are not the same "for all floors of the Textile Building [Lofts] because the higher floors are farther from the road traffic than lower floors." (AR 10085.) Thus, the City's conclusion construction-noise related impacts 20 Petitioner appears to have abandoned the argument in reply.
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to the Textile Building Lofts is flawed-it is based on an "unsupported assumption about existing ambient noise levels." (Opening Brief 25:15-16.) The City's expert does not address the ambient daytime noise level for the higher floors of the Textile Building Lofts. The City's expert did consider the building, however, using the same methodology used in the DEIR. (AR 4305.) The City's expert determined the Textile Building Lofts would experience an increase in noise based on construction of 1.3 dBA (or less). (AR 3173-74, 7229.)
Further, Project construction-related noise impacts are expected to remain below the City's 5 dBA significance threshold. (AR 3343, 7229.) In a June 19, 2019 memorandum, the City's noise expert explained:
"[T]his [Maple Street for the Textile Building Lofts] baseline noise level is far greater than the 50.8 dBA leq noise level used to represent baseline conditions at the Santee Court Apartments receptor. Utilizing the same construction source and mitigation assumptions that were used for the Santee Court Apartments analysis, as Textile Building Lofts would benefit from the same mitigation measures intended to reduce construction noise impacts at Santee Court Apartments, Textile Building Lofts would be projected to experience a construction-related noise increase of just 1.3 dBA leq, similar to but less than the 1.6 dBA leq impact that would occur at Santee Court Apartments. The noise impact at Textile Building Lofts would not exceed the 5 dBA noise increase threshold; in fact, it would not exceed the 3 dBA leq threshold of perceptibility that represents when noise conditions may be noticeably louder." (AR 7229.)
While Petitioner relies expert opinion to dispute and contradict the City's expert technical report, Petitioner has not demonstrated the City's expert studies are so "clearly inadequate or unsupported" as to be "entitled to no judicial deference." (See Laurel Heights Improvement Assn. v. Regents of University of California (1988) 47 cal.3d 376, 409 fn. 12. ["A clearly inadequate or unsupported study is entitled to no judicial deference."]) "When an agency is faced with conflicting evidence on an issue, it is permitted to give more weight to some of the evidence and to favor the opinions of some experts over others. (Association of Irritated Residents v. County of Madera (2003) 107 Cal.App.4th 1383, 1397.) Accordingly, Petitioner failed to meet its burden of demonstrating a prejudicial abuse of discretion related to the City's analysis of construction-related noise impacts. (See State Water Resources Control Bd. Cases (2006) 136 Cal.App.4th 674, 795. [''The party challenging the EIR, however, bears the burden of demonstrating that the studies on which the EIR is based 'are clearly inadequate or unsupported.'"])
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2. Feasibility and Effectiveness of MM l-1 and 1-2
Petitioner argues MM 1-1 and 1-2 are vague, ineffective and unenforceable. a. MM 1-1
''To ensure that the Project's construction-related noise levels do not exceed 75 dBA and that construction-related noise increases at Santee Court Apartments do not exceed 5 dBA," the City adopted MM 1-1. MM 1-1 provides "(a]II capable diesel-powered construction vehicles shall be equipped with exhaust mufflers or other suitable noise reduction devices." (AR 1011.) Petitioner contends MM 1-1 does not establish a performance standard because nothing in the mitigation measure sets a required noise level reduction. Petitioner argues muffler use alone does not ensure MM 1-1 will achieve any particular level of mitigation. Petitioner asserts "the fact that exhaust mufflers should or could reduce equipment noise by 3 dBA or more doesn't address the fact that the measure, as written, does not require mitigation at that level and therefore does not ensure that level of mitigation will be achieved, as is necessary to support the finding of no significant impacts from construction noise." (Opening Brief 28:18-22.) As noted earlier, "For projects for which an EIR has been prepared, where substantial evidence supports the approving agency's conclusion that mitigation measures will be effective, courts will uphold such measures against attacks based on their alleged inadequacy." (Sacramento Old City Assn. v. City Council, supra, 229 Cal.App.3d at 1027.) The City contends MM 1-1 as written will be effective. The use of mufflers to abate noise impacts is considered "best practices" and recommended under the City's CEQA threshold guide. (AR 2773, 2786-2787, 7299, 10131-10132 [EPA's Office of Noise Abatement and Control Study], 10139.)21 In addition, the City's noise expert confirmed the use of mufflers as required by MM 1-1 would achieve a 3 dBA noise reduction. (AR 3085-3086, 10139-10140.) The expert explained "aftermarket mufflers reduce noise by over 3 dBA. (AR 10139.) In addition, the Project's MMRP requires the Flower Growers to retain an independent Construction Monitor, approved by the City, responsible for: (a) ensuring that "capable" mufflers are used during construction; and (b) documenting compliance. (AR 2848-2849.) While the court agrees MM 1-1 does not contain a specific performance standard, it does mandate the use of certain equipment that does have performance standards. Substantial evidence supports the City's conclusion the use of mufflers will be effective at reducing noise levels by at least 3 dBA. The City's noise expert reviewed aftermarket muffler manufacturer 21 The EPA study, upon which the City's CEQA Threshold Guide relies, shows that "equipment mufflers should reduce excavation and grading phase noise levels by 3 dBA. (AR 10131.)
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specification materials to reach his conclusion mufflers result in noise reductions exceeding 3 dBA. An EPA study also supports the City's conclusion.
Accordingly, the City's conclusion MM 1-1 will be effective with a sufficiently clear performance standard (by virtue of the equipment used) is supported by substantial evidence. (Guidelines§ 15384, subd. (b).)
b. MMl-2
''To ensure that the Project's construction-related noise levels do not exceed 75 dBA and that construction-related noise increases at Santee Court Apartments do not exceed 5 dBA," the City adopted MM 1-2. MM 1-2 requires "[t]emporary sound barriers capable of achieving a sound attenuation of at least 15 dBA shall be erected along the Project's boundaries facing Santee Court Apartments. Temporary sound barriers capable of achieving a sound attenuation of at least 6 dBA shall be erected along all other Project construction boundaries." (AR 1011.} MM 1- 2 requires sound barriers at the Project's boundaries.
Again, Petitioner contends the MM is vague, ineffective and unenforceable.
First, Petitioner asserts achieving a sound attenuation of 15 dBA is so vague it is ineffective; the mitigation measure does not specify from where the sound attenuation is to be judged. As written, the mitigation measure would allow sound attenuation to be evaluated at the Project boundaries instead of a sensitive receptor's location. To the extent sound attenuation is to be measured at the sensitive receptor, it may allow measurement from street level ignoring impacts at higher floors. Higher floor sound attenuation is important as the efficacy of sound barriers to shield higher floors in a building is questionable.22 Second, Petitioner argues sound barriers erected along the Project boundaries will be ineffective as they would be too far from construction equipment to effectively reduce noise. 23 The City dismisses Petitioner's arguments as "wordsmithing." (Opposition Brief 35:5.) The City explains the EIR supports the conclusion that noise barriers with a transmission loss value of 25 dBA are capable of achieving the required noise reduction of 15 dBA at the identified sensitive receptors. (AR 2787, 3085-3086.) Moreover, the City's noise expert explains:
22 Petitioner reports sound is most audible when it travels by direct line of sight. Sound barriers are largely ineffective if they do not break the line of sight between the source and receiver. (AR 992.) The City does not seem to dispute this notion. 23 Petitioner explains sound barriers are most effective when they are very close to either the source or the receiver and become less effective with greater distance from the noiseproducing equipment. (AR 10082.)
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''The level topography of the South Building site and single proposed sub-grade level would allow for the easy positioning and movement of these barriers to shield construction activities, no matter where they may occur on-site. There are numerous free-standing temporary noise barrier systems used in the industry up to 24 feet in height that may be positioned manually or by vehicles such as construction forklifts and/or loaders." (AR 10140; see also AR 7299.) The City's response actually concedes the flaw in the efficacy of MM 1-2 as it is written. Effective mitigation to sensitive receptors requires the noise barrier systems to be moved. The City argues MM 1-2 is effective because "the noise barriers are moveable, meaning that they move in concert with any piece of construction equipment to ensure the equipment does not operate with an unobstructed line of sight to a receptor." (Opposition Brief 35:15-17.) The City recognizes the barriers must be moveable "to shield construction activities, no matter where they occur onsite." (Opposition Brief 35:18-19.)
Despite the City's recognition the noise barriers must be moved throughout the Project during construction to effectively mitigate construction-related noise, MM 1-2 does not require such movement. It is not about wordsmithing-it is about enforceability and efficacy. The City's attempts to distinguish between "Project boundaries" and "property boundaries" is unpersuasive.24 Such a distinction-if there is one-does not resolve the ambiguity. Nothing in MM 1-2 requires any noise barriers to be moved.25
Accordingly, the court finds substantial evidence does not support the City's conclusion MM 1-2 is an effective mitigation measure.
CONCLUSION
Based on the foregoing, the petition is granted.
During argument, the Flower Growers suggested the court should ~ddress remedies if the court granted the petition. "In most cases, when a court finds that any agency has violated CEOA in approving a project, it issues a writ of mandate requiring the agency to set aside its CEOA determination, to set aside the project approvals, and to take specific corrective action before it considers approving the project." (King & Gardiner Farms, LLC v. County of Kern (2020) 45 Cal.App.5th 814, 896.)
24 In the EIR, the City defines the Project boundaries as approximately 3.87 acres consisting of one block. It would seem the "Project boundaries" are, in fact, the property boundaries. (AR 748.)
25 Given the comments raised concerning the barriers and the timing of the comments, there are issues of feasibility given barrier mobility issues. (AR 10076.)
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The court believes an order consistent with most CEQA writ petition cases is appropriate.
Flower Growers, however, may submit an objection to the judgment if it has an objection to the usual order of requiring the City to set aside the project approvals.
Petitioner shall submit a proposed form of judgment with service on all parties.
IT IS SO ORDERED.
April 5 , 2021 t_A i t,-Lulli~== Hon. MitcheUBeclloff
Judge of the Superior Court
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City of Fontana
Action Report
Planning Commission
8353 Sierra Avenue
Fontana, CA 92335
File #: 21-2909 Agenda Date: 4/2/2024
Agenda #: PH-A Category: Public Hearing
FROM:
Planning Department
TITLE:
Master Case No. 22-145, Tentative Parcel Map No. 22-034 (TPM No. 20669) and Design Review No. 22-065 for a proposed mixed-use development comprised of 437 residential units with 4,000 square feet of commercial retail area, pursuant to a Mitigated Negative Declaration, and Mitigation Monitoring and Reporting Program. (Continued from January 16, 2024) RECOMMENDATION:
Based on the information in the staff report and subject to the attached Findings and Conditions of Approval, staff recommends that the Planning Commission adopt Resolution PC No. 2024- ; and,
1. Adopt the Mitigated Negative Declaration, Mitigation, Monitoring and Reporting Program (MMRP) and direct staff to file a Notice of Determination;
2. Approve Tentative Parcel Map No. 22-034 (TPM No. 20669); and
3. Approve Design Review No. 22-065.
APPLICANT:
JPI Development
11988 El Camino Real, Suite 200
San Diego, CA 92130
LOCATION:
The project site is located east of Cypress Avenue, south of Valley Boulevard, north of Interstate (I) 10, and west of Juniper Avenue. (APNs: 0251-171-19, 0251-321-17, -18, -19, -20, -21, -22, -23, -24, - 25, -26, -27, and -35).
REQUEST:
Tentative Parcel Map No. 22-034 (TPM No. 20669) - A request to consolidate thirteen (13) parcels (APNs: 0251-171-19, 0251-321-17, -18, -19, -20, -21, -22, -23, -24, -25, -26, -27 and -35) totaling approximately 11.6 gross acres into two (2) parcels (Parcel No. 1 is approximately 5.55 acres and Parcel No. 2 approximately 5.66 acres)
Design Review No. 22- 065 - A request to construct a mixed-use development consisting of 437 residential units and 4,000 square feet of retail and associated improvements.
PROJECT PLANNER:
Alejandro Rico, Associate Planner
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File #: 21-2909 Agenda Date: 4/2/2024
Agenda #: PH-A Category: Public Hearing
BACKGROUND INFORMATION:
This project was originally scheduled for the November 21, 2023, Planning Commission and then continued to the December 19, 2023, Planning Commission meeting and was continued to the January 16, 2024, Planning Commission meeting due to lack of a quorum and then continued to the April 2, 2024, Planning Commission at the request of the applicant.
Land Use Designations:
General Plan Zoning /Overlay Existing Land Use
Site: Walkable Mixed-Use
Downtown and Corridors
(WMXU-1)
Form Based Code, Valley
Gateway
Vacant
North: Walkable Mixed-Use
Downtown and Corridors
(WMXU-1)
Form Based Code, MultiFamilyMulti-Family
(Paseo Verde
Apartments)
South: Walkable Mixed-Use
Downtown and Corridors
(WMXU-1)/ Right-of-Way
(ROW)
Form Based Code, Valley
Gateway/ Right-of-Way
(ROW)
Commercial
(Planet Fitness and
Restaurant) /
Interstate 10
Freeway
East: Walkable Mixed-Use
Downtown and Corridors
(WMXU-1)
Form Based Code, Valley
Gateway
Commercial (Inland
Empire Center)
West: Walkable Mixed-Use
Downtown and Corridors
(WMXU-1)/Light Industrial
(I-L)
Form Based Code, Valley
Gateway / Light Industrial
(M-1)
Commercial (Thrift
& Donation
Store)/Residential
PROJECT DESCRIPTION:
A. Site Area: Approximately 11.6 adjusted gross acres
B. Residential Unit Density:
Allowed: 20.0-39.0 dwelling units/acre
Proposed: 38.9 dwelling units/acre
C. Unit Building Analysis:
Plan 1.0 1 Bed/1 Bath 746 square feet
Plan 1.1 1 Bed/1 Bath 759 square feet
Plan 1.2 1 Bed/1 Bath 735 square feet
Plan 2.0 2 Bed/2 Bath 1,069 square feet
Plan 2.1 2 Bed/2 Bath 1,048 square feet
Plan 3.0 3 Bed/2 Bath 1,377 square feet
Plan 3.1 3 Bed/2 Bath 1,342 square feet
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File #: 21-2909 Agenda Date: 4/2/2024
Agenda #: PH-A Category: Public Hearing
Residential: 1-bedroom 2-bedrooms 3-bedrooms Total
126 units 271 units 40 units 437 units
Commercial: 4,000 square feet
D. Parking Analysis:
Vehicle Spaces:
Required: 607 spaces
Provided: 668 spaces
ANALYSIS:
The applicant, JPI Architecture, is requesting that the Planning Commission approve the proposed parcel map and the proposed site and architectural review for a proposed mixed-use development comprised of 437 residential units with 4,000 square feet of commercial retail area. The project is located on the southwest corner of Valley Boulevard and Juniper Avenue on a vacant 11.6 adjusted gross acre site comprised of thirteen (13) parcels that are proposed to be consolidated into two (2) parcels as part of Tentative Parcel Map No. 20669 (TPM No. 22-034). In addition to the construction of the buildings, there are associated site improvements that includes landscaping, lighting, and offsite improvements. The proposed project includes five (5) four-story residential buildings, one (1) two-story amenity and office building and two (2) one-story amenity buildings. The proposed density of residential units is approximately 38.9 dwelling units per acre. This application also includes 4,000 square feet of commercial retail space which is divided into two (2) leasable units. The retail units are located at the northeast corner of the subject site.
Tentative Parcel Map No. 22-034 (TPM No. 20669):
The project site consists of thirteen (13) parcels totaling approximately 11.6 gross acres. Tentative Parcel Map No. 20669 will combine thirteen (13) lots into two (2) lots for the purpose of developing the proposed 437-unit multi-family project with 4,000 square feet of retail use. The associated street improvements along Valley Boulevard and Juniper Avenue will be constructed as part of the project.
Design Review No. 22-065:
The development will include 437 residential units to include 126 one-bedroom and one-bathroom units, 271 two-bedroom and two-bathroom units and 40 three-bedroom and two-bathroom units. This development will also have various amenities such as fitness centers, sitting area with fire pits, barbecue area/outdoor kitchens, pools/lounge areas, designated pet areas, bicycle racks, leasing offices and club rooms.
The applicant is proposing a Modern architectural style with a total of 3 different color schemes for the buildings with variety of accent colors and materials such siding, stucco, veneer, glazing, metal and faux wood treatments.
This project is located in the Form Based Code (FBC), Valley Gateway subdistrict which permits multi -family projects of this density. The General Plan Map Designation is Walkable Mixed Use and Downtown Corridor (WMXU-1) which is intended to promote high-density residential and retail uses, both of which are included in this project. In addition to the residential component, the project would also include an approximate 4,000 square foot retail space on the corner of Juniper Avenue and City of Fontana Page 3 of 5 Printed on 3/27/2024
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File #: 21-2909 Agenda Date: 4/2/2024
Agenda #: PH-A Category: Public Hearing
Valley Boulevard and at the northeast corner of the project site.
The proposal has been designed to be compatible with the surrounding uses while also providing a development that has been designed with features (architectural relief, added landscaping, street improvements, and lighting) to enhance the character of the surrounding neighborhood, which is comprised of a mix of uses including, single family, multi-family and commercial uses. The applicant is proposing modern style architecture with each building to incorporate architectural elements such as stone veneer, wood accents, siding, pop-outs, decorative lighting, varying heights/tower elements and varying iron treatments. Associated improvements such as up-lighting, landscaping, parking, and paving would also be a part of this project. Setbacks and all applicable development standards will comply with the requirements of the Fontana Municipal Code.
The project site is physically suitable in size and shape to support the development of the proposed project. Access will be provided for the development from Valley Boulevard, Juniper Avenue and Washington Drive. The project is consistent with all applicable building codes, zoning codes, and fire codes and standards and will provide for a safe, attractive, and well-designed project.
The project site will contain multiple amenities for the residents including fitness centers, fire pits with sitting areas, barbecue area/outdoor kitchens, pools/lounge areas, designated pet areas, bicycle racks, leasing offices and club rooms. The amenities are centrally located on the project site and will be a gathering place for residents.
Grading / Walls
The project also includes perimeter boundary fences and walls. There will be a five-and-a-half-foot tubular steel perimeter fence along the south side of the property. The project will utilize an existing six-foot block wall that is currently developed as part of the existing donation center to the west and a Condition of Approval has been included to require a six-foot-high block wall that will be placed above a retaining wall on the property lines adjacent to the residential property to the southwest, including along the driveway leading to Washington Drive.
Site Access / Circulation / Parking
The project site would be accessible via four entries. Access to the eastern portion of the site would be from two driveways located along Juniper Avenue, with sliding vehicle gates providing access to residential parking stalls along the northern driveway along Juniper Avenue. The primary access to the western portion of the site would be a driveway off the western project boundary, through an existing parking lot located off Valley Boulevard. The western access would also include two sliding vehicle gates providing access to residential parking stalls. A fourth access point to the project site would be provided at the south of the site along Washington Drive for exiting traffic and it is for EVA only.
Environmental:
An Initial Study (IS), Mitigated Negative Declaration, and Mitigation Monitoring and Reporting Program has been prepared for this project pursuant to the California Environmental Quality Act (CEQA) and the 2019 Local Guidelines for Implementing CEQA. Based on the information in the Initial Study (IS), with the incorporation of Mitigation Measures the project could not have a significant effect on the environment as a result of project implementation. A Notice of Determination has been City of Fontana Page 4 of 5 Printed on 3/27/2024
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File #: 21-2909 Agenda Date: 4/2/2024
Agenda #: PH-A Category: Public Hearing
prepared for the Planning Commission’s consideration. The IS/MND along with Mitigation Monitoring and Reporting Program for this project can be found at
<https://www.fontanaca.gov/2137/Environmental-Documents>.
The Notice of Intent to Adopt an IS/Mitigated Negative Declaration and Public Hearing Notice was issued on October 27, 2023, for a public comment period of October 27, 2023, to November 20, 2023. Comments were received from Lozeau Drury LLP on behalf of the Supporters Alliance for Environmental Responsibility and Mitchell M. Tsai on behalf of the Western States Regional Council of Carpenters. The developer has responded to the comments and provided an errata to the MND identifying those minor changes.
MOTION:
Approve staff recommendation
ATTACHMENTS:
1. Vicinity Map
2. Project Plans
3. Planning Commission Resolution, Findings and Conditions of Approval
4. Notice of Determination
5. Notice of Intent and Public Hearing
6. Public Hearing Notice of Continuance
City of Fontana Page 5 of 5 Printed on 3/27/2024
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ATTACHMENT NO. 1
VICINITY MAP
DATE: April 2, 2024
CASE: Master Case No. 22-145
Tentative Parcel Map No. 20669 (TPM
No. 22-034)
Design Review No. 22-065
CITY OF FONTANA PLANNING DEPARTMENT
NORTH
Project Site
25
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JEFFERSON FONTANA
FONTANA, CA
A0.0
TITLE SHEET
COPYRIGHT C
JEFFERSON FONTANA
FONTANA, CA
23231 SOUTH POINTE DR.
LAGUNA HILLS, CA 92653
949.267.1660
CHRIS WEIMHOLT
JPI Companies
Contact: Nick Bea
12250 ELCAMINO REAL, SUITE 380
SAN DIEGO, CA 92130805.748107
# 22018
2ND SUBMITTAL 01/11/2023
3RD SUBMITTAL 03/30/2023
4TH SUBMITTAL 05/23/2023
5TH SUBMITTAL 07/13/2023
6TH SUBMITTAL 08/24/2023
26 Attachment No. 2
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G0.0 GENERAL INFORMATION COPYRIGHT C JEFFERSON FONTANA FONTANA, CA 23231 SOUTH POINTE DR. LAGUNA HILLS, CA 92653 949.267.1660 CHRIS WEIMHOLT JPI Companies Contact: Nick Bea 12250 EL CAMINO REAL, SUITE 380 SAN DIEGO, CA 92130 805.748.0107 # 220182ND SUBMITTAL 01/11/2023 3RD SUBMITTAL 03/30/2023 4TH SUBMITTAL 05/23/2023 5TH SUBMITTAL 07/13/2023 6TH SUBMITTAL 08/24/2023 CLIENT: JPI COMPANIES 11988 EL CAMINO REAL, SUITE 200 SAN DIEGO, CA 92130 CONTACT: JAY ADAMOWITZ PHONE: 858.771.9119 PROJECT TEAM ARCHITECT: ARCHITECTURE DESIGN COLLABORATIVE 23231 SOUTH POINTE DRIVE LAGUNA HILLS, CA 92653 CONTACT: CHRIS WEIMHOLT PHONE: 949.267.1660 EXT. 202 PROJECT INFO SHEET INDEX UNIT SUMMARY PARKING SUMMARY VICINITY MAP GENERAL A0.0 TITLE SHEET G0.0 GENERAL INFORMATION G0.1 SITE PHOTO CONTEXT LANDSCAPE L.1 SITE PLAN L.2 PARCEL 1 RECREATION AREA L.3 PARCEL 2 RECREATION AREA L.4 HYDROZONE L.5 TREE PLAN L.6 PLANT PALETTE + NOTES L.7 LIGHTING PLAN L.8 WALL + FENCE PLAN CIVIL C-1 CONCEPTUAL GRADING PLAN C-2 CONCEPTUAL GRADING PLAN C-3 CONCEPTUAL GRADING CROSS-SECTIONS C-4 CONCEPTUAL UTILITY LAYOUT C-5 TENTATIVE PARCEL MAP ARCHITECTURAL A1.0 SITE PLAN A1.1 TRASH MANAGEMENT PLAN A2.0 BUILDING A - FLOOR PLANS AND ROOF PLAN A2.1 BUILDING A - EXTERIOR ELEVATIONS A3.0 BUILDING B - FLOOR PLANS A3.1 BUILDING B - FLOOR PLAN AND ROOF PLAN A3.2 BUILDING B - EXTERIOR ELEVATIONS A4.0 BUILDING C - FLOOR PLAN A4.1 BUILDING C - FLOOR PLAN A4.2 BUILDING C - ROOF PLAN A4.3 BUILDING C - EXTERIOR ELEVATIONS A4.4 BUILDING C - EXTERIOR ELEVATIONS A5.0 BUILDING D - FLOOR PLANS A5.1 BUILDING D - EXTERIOR ELEVATIONS A6.0 BUILDING E - FLOOR PLAN A6.1 BUILDING E - FLOOR PLAN A6.2 BUILDING E - FLOOR PLAN A6.3 BUILDING E - ROOF PLAN A6.4 BUILDING E - AMENITIES ENLARGEMENT PLANS A6.5 BUILDING E - EXTERIOR ELEVATIONS A6.6 BUILDING E - EXTERIOR ELEVATIONS A7.0 BUILDING F - FLOOR PLANS A7.1 BUILDING F - EXTERIOR ELEVATIONS A8.0 BUILDING G - FLOOR PLAN AND ELEVATIONS A9.0 BUILDING H - FLOOR PLAN AND ELEVATIONS A10.0 UNIT PLANS A10.1 UNIT PLANS A11.0 MATERIAL BOARD A11.1 MATERIAL SPECS A11.2 MATERIAL SPECS A12.0 PERSPECTIVE VIEWS A12.1 PERSPECTIVE VIEWS A12.2 PERSPECTIVE VIEWS A12.3 PERSPECTIVE VIEWS A12.4 PERSPECTIVE VIEWS SITE VALLEY BLVD. SITE ADDRESS: CORNER OF VALLEY BLVD. AND JUNIPER AVE., FONTANA, CA PROJECT DESCRIPTION: THE PROPOSED PROJECT CONSISTS OF 437 UNITS UTILIZING A COMBINATION OF 4 STORY ON GRADE WITH TUCK UNDER GARAGE. THERE IS A MIX OF UNITS RANGING FROM 1-BEDROOM TO 3-BEDROOMS. THERE IS A TOTAL OF 5 DIFFERENT RESIDENTIAL BUILDINGS AND 3 DIFFERENT LEASING/AMENITY BUILDINGS PROPOSED. THE PROJECT PROPOSES OVER 16,000 S.F. OF LEASING/AMENITY SPACE SPLIT BETWEEN PARCEL 1 AND 2 AND A 4,000 S.F. RETAIL SPACE ON THE CORNER OF JUNIPER AVE AND VALLEY BLVD. SITE AREA: UNITS: 437 UNITS NET DENSITY: 38.9 DU / ACRE SPRINKLERS: CONSTRUCTION TYPE: ZONING: WALKABLE MIXED USE CORRIDOR - WMXU-1 APN: 11.59 ACRES (GROSS) 11.21 ACRES (NET) 4 STORY OF TYPE V-A ON GRADE NFPA 13 FWY. - 10 CYPRESS AVE.
SIERRA AVE.
JUNIPER AVE. 0251-171-19, 0251-321-17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, AND 35 BUILDING AREA SUMMARY BLDG. TYPE A RESIDENTIAL CIRC. AND UTILITY GARAGE AMENITY RETAIL TOTAL 1ST FLOOR 8,468 3,136 5,091 0 0 16,695 2ND FLOOR 14,287 2,473 0 0 0 16,760 3RD FLOOR 14,287 2,473 0 0 0 16,760 4TH FLOOR 14,287 2,473 0 0 0 16,760 TOTAL 51,329 10,555 5,091 0 0 66,975 BLDG. TYPE B RESIDENTIAL CIRC. AND UTILITY GARAGE AMENITY RETAIL TOTAL 1ST FLOOR 9,179 3,864 6,536 0 3,644 23,223 2ND FLOOR 16,473 2,977 0 0 0 19,450 3RD FLOOR 20,540 2,977 0 0 0 23,517 4TH FLOOR 20,540 2,977 0 0 0 23,517 TOTAL 66,732 12,795 6,536 0 3,644 89,707 BLDG. TYPE C RESIDENTIAL CIRC. AND UTILITY GARAGE AMENITY RETAIL TOTAL 1ST FLOOR 21,899 5,708 8,240 0 0 35,847 2ND FLOOR 30,894 4,916 0 0 0 35,810 3RD FLOOR 30,894 4,916 0 0 0 35,810 4TH FLOOR 30,894 4,916 0 0 0 35,810 TOTAL 114,581 20,456 8,240 0 0 143,277 BLDG. TYPE F LEASING/AMENITY (S.F.) 1ST FLOOR 4,256 2ND FLOOR 5,142 TOTAL 9,398 PLAN BED/BATH UNIT S.F. NO. OF UNITS UNIT S.F. TOTAL UNIT MIX P1.0 1 BED / 1 BA ±746 90 67,140 21% P1.1 1 BED / 1 BA ±759 24 18,216 5% P1.2 1 BED / 1 BA ±735 12 8,820 3% 1 BEDROOM SUBTOTAL 126 P2.0 2 BED / 2 BA ±1069 184 196,696 42% P2.1 2 BED / 2 BA ±1048 87 91,176 20% 2 BEDROOM SUBTOTAL 271 P3.0 3 BED / 2 BA ±1377 24 33,048 5% P3.1 3 BED / 2 BA ±1342 16 21,472 4% 3 BEDROOM SUBTOTAL 40 TOTAL 437 436,568 100% PARKING REQUIRED UNIT TYPE PARKING REQ. PER DWELLING UNIT NO OF UNITS STALLS REQUIRED 1 BEDROOM 1.0 126 126 2 BEDROOM 1.5 271 407 3 BEDROOM 1.5 40 60 RESIDENTIAL PARKING REQUIRED 593 RETAIL PARKING REQUIRED (65% OF 1.0 / 175 SF) 4,000 S.f. 15 TOTAL PARKING REQUIRED 607 PARKING PROVIDED RESIDENTIAL PARKING OPEN STANDARD STALLS 365 OPEN COMPACT STALLS 48 OPEN TANDEM STALLS * 120 GARAGE STALLS 120 RETAIL PARKING OPEN STANDARD STALLS 15 TOTAL RESIDENTIAL PARKING 653 TOTAL RETAIL PARKING 15 TOTAL PARKING PROVIDED 668 PARKING RATIO (PER UNIT) 1.49 BLDG. TYPE D RESIDENTIAL CIRC. AND UTILITY GARAGE AMENITY RETAIL TOTAL 1ST FLOOR 12,526 3,880 4,355 0 0 20,761 2ND FLOOR 17,702 2,719 0 0 0 20,421 3RD FLOOR 17,702 2,719 0 0 0 20,421 4TH FLOOR 17,702 2,719 0 0 0 20,421 TOTAL 65,632 12,037 4,355 0 0 82,024 BLDG. TYPE E RESIDENTIAL CIRC. AND UTILITY GARAGE AMENITY RETAIL TOTAL 1ST FLOOR 35,368 7,580 5,817 6,606 0 55,371 2ND FLOOR 41,387 7,102 0 782 0 49,271 3RD FLOOR 47,228 7,102 0 0 0 54,330 4TH FLOOR 47,228 7,102 0 0 0 54,330 TOTAL 171,211 28,886 5,817 7,388 0 213,302 BLDG. TYPE G AMENITY (S.F.) 1ST FLOOR 1472 CIVIL ENGINEER: FUSCOE ENGINEERING 2850 INLAND EMPIRE BLVD. SUITE B ONTARIO, CA 91764 CONTACT: STEVEN ELLIS PHONE: 909.581.0676 LANDSCAPE ARCHITECT: MJS LANDSCAPE ARCHITECTURE 507 30TH ST. NEWPORT BEACH, CA 92663 CONTACT: DAN DELLE PHONE: 949.675.9964 BLDG. TYPE H AMENITY (S.F.) 1ST FLOOR 911 OPEN SPACE SUMMARY REQUIRED PRIVATE OPEN SPACE: 64 S.F. PER UNIT @ 437 UNITS = 27,968 S.F. REQUIRED PROVIDED PRIVATE OPEN SPACE: AVERAGE 65 S.F. PER UNIT @ 437 UNITS = 28,405 S.F. PROVIDED BICYCLE PARKING SUMMARY REQUIRED BICYCLE PARKING: 1 STALL PER 4 UNITS @ 437 UNITS = 110 TOTAL STALLS REQUIRED 80% LONG TERM= 88 LONG TERM STALLS 20% SHORT TERM= 22 SHORT TERM STALLS PROVIDED BICYCLE PARKING: PROVIDED LONG TERM PARKING = 90 LONG TERM STALLS PROVIDED SHORT TERM PARKING= 24 SHORT TERM STALLS TOTAL PROVIDED PARKING= 114 STALLS PROVIDED AVE AVENUE BLDG BUILDING BLVD BOULEVARD CBC CALIFORNIA BLDG CODE CEC CALIFORNIA ELEC CODE CFC CALIFORNIA FIRE CODE CIRC CIRCULATION CMU CONCRETE MASONRY UNITS CPC CALIFORNIA PLUMBING DU DWELLING UNIT DW DISHWASHER ELEC ELECTRICAL EQ EQUAL EQUIP EQUIPMENT EV ELEVATOR FF FINISH FLOOR LAU LAUNDRY LIN LINEN MEZZ MEZZANINE MFR MANUFACTURER NAP NOT A PART NO NUMBER NTS NOT TO SCALE OC ON CENTER ORG ORGANICS RAD RADIUS RM ROOM SF SQUARE FEET STD STANDARD STOR STORAGE TYP TYPICAL UTIL UTILITY VIF VERIFY IN FIELD W/D WASHER/DRYER WIC WALK IN CLOSET ABBREVIATIONS * ALL TANDEM STALL PAIRS SHALL BE ASSIGNED TO THE SAME RESIDENTIAL UNIT. 27