Fresno City Council
December 18, 2025

50 4-1-20366-30-2036 45.1325 45.1325
517-1-20369-30-2036 45.6284 45.6284
52 10-1-2036 12-31-2036 48.2009 48.2009
531-1-20373-31-2037 47.1531 47.1531
544-1-20376-30-2037 45.1325 45.1325
557-1-20379-30-2037 45.6284 45.6284
56 10-1-2037 12-31-2037 48.2009 48.2009
571-1-20383-31-2038 47.1531 47.1531
584-1-20386-30-2038 45.1325 45.1325
597-1-20389-30-2038 45.6284 45.6284
60 10-1-2038 12-31-2038 48.2009 48.2009
611-1-20393-31-2039 47.1531 47.1531
624-1-20396-30-2039 45.1325 45.1325
637-1-20399-30-2039 45.6284 45.6284
64 10-1-2039 12-31-2039 48.2009 48.2009
651-1-20403-31-2040 46.4266 46.4266
664-1-20406-30-2040 43.7844 43.7844
677-1-20409-30-2040 44.2656 44.2656
68 10-1-2040 12-31-2040 46.9368 46.9368
691-1-20413-31-2041 45.9164 45.9164
704-1-20416-30-2041 43.7844 43.7844
717-1-20419-30-2041 44.2656 44.2656
72 10-1-2041 12-31-2041 46.9368 46.9368
731-1-20423-31-2042 45.9164 45.9164
744-1-20426-30-2042 43.7844 43.7844
757-1-20429-30-2042 44.2656 44.2656
76 Appendix
10-1
B
-2042 12-31-2042 46.9368 46.9368

77 1-1-2043 3-31-2043 45.9164 45.9164
78 4-1-2043 6-30-2043 14.4344 14.4344
Highest 495.6751 495.6751

2.2 Overall Operational
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 tons/yr MT/yr
Area 1,246.9598 19.4254 320.2306 0.1176 3.0223 3.0223 3.0223 3.0223 0.0000 18,823.7763 18,823.7763 0.8442 0.3357 18,944.9105 Energy 6.4741 56.2355 30.2284 0.3531 4.4730 4.4730 4.4730 4.4730 0.0000 110,340.4866 110,340.4866 8.7136 2.0820 111,178.7521 Mobile 166.6343 311.0334 1,798.7081 4.5891 641.6998 2.5977 644.2976 171.4312 2.4477 173.8789 0.0000 424,680.7633 424,680.7633 18.8916 23.7121 432,219.2426 Waste 0.0000 0.0000 0.0000 0.0000 10,226.7253 0.0000 10,226.7253 604.3822 0.0000 25,336.2791 Water 0.0000 0.0000 0.0000 0.0000 2,181.2590 4,826.6723 7,007.9313 224.8171 5.3846 14,232.9781 Total 1,420.0681 386.6943 2,149.1672 5.0598 641.6998 10.0930 651.7928 171.4312 9.9429 181.3741 12,407.9843 558,671.6985 571,079.6828 857.6486 31.5143 601,912.1624 Appendix B Page 49
Mitigated 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 1,100.1856 19.4254 320.2306 0.1176 3.0223 3.0223 3.0223 3.0223 0.0000 18,823.7763 18,823.7763 0.8442 0.3357 18,944.9105 Energy 6.4741 56.2355 30.2284 0.3531 4.4730 4.4730 4.4730 4.4730 0.0000 110,340.4866 110,340.4866 8.7136 2.0820 111,178.7521 Mobile 166.6343 311.0334 1,798.7081 4.5891 641.6998 2.5977 644.2976 171.4312 2.4477 173.8789 0.0000 424,680.7633 424,680.7633 18.8916 23.7121 432,219.2426 Waste 0.0000 0.0000 0.0000 0.0000 10,226.7253 0.0000 10,226.7253 604.3822 0.0000 25,336.2791 Water 0.0000 0.0000 0.0000 0.0000 2,181.2590 4,826.6723 7,007.9313 224.8171 5.3846 14,232.9781 Total 1,273.2940 386.6943 2,149.1672 5.0598 641.6998 10.0930 651.7928 171.4312 9.9429 181.3741 12,407.9843 558,671.6985 571,079.6828 857.6486 31.5143 601,912.1624 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

10.34 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

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 1/1/2024 3/28/2025 5 325
2 Site Preparation Site Preparation 1/1/2024 9/27/2024 5 195 3 Grading Grading 1/1/2024 12/4/2025 5 504
Appendix B Page 50
4 Building Construction Building Construction 1/1/2024 4/30/2043 5 5044 5 Paving Paving 1/1/2024 5/14/2025 5 358
6 Architectural Coating Architectural Coating 1/1/2024 5/14/2025 5 358 Acres of Grading (Site Preparation Phase): 292.5
Acres of Grading (Grading Phase): 1512
Acres of Paving: 2211.6
Residential Indoor: 474,996,644; Residential Outdoor: 158,332,215; Non-Residential Indoor: 29,625,482; Non-Residential Outdoor: 9,875,161; Striped Parking Area: 5,780,225 (Architectural Coating – sqft) OffRoad Equipment
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
Appendix B Page 51
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
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 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Site Preparation 7 18.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 81,695.00 28,857.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 16,339.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT

3.1 Mitigation Measures Construction
Water Exposed Area
Reduce Vehicle Speed on Unpaved Roads

3.2 Demolition - 2024
Unmitigated Construction On-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 0.2939 2.7350 2.5817 5.0900e0030.1258 0.1258 0.1169 0.1169 0.0000 445.3482 445.3482 0.1246 0.0000 448.4633 Total 0.2939 2.7350 2.5817 5.0900e0030.1258 0.1258 0.1169 0.1169 0.0000 445.3482 445.3482 0.1246 0.0000 448.4633 Appendix B Page 52
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
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 5.6200e0033.4700e0030.0427 1.3000e0040.0157 7.0000e0050.0158 4.1800e0037.0000e0054.2400e0030.0000 11.9476 11.9476 3.4000e0043.3000e00412.0547 Total 5.6200e0033.4700e0030.0427 1.3000e0040.0157 7.0000e0050.0158 4.1800e0037.0000e0054.2400e0030.0000 11.9476 11.9476 3.4000e0043.3000e00412.0547 Appendix B Page 53
Mitigated Construction On-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 0.2939 2.7350 2.5817 5.0900e0030.1258 0.1258 0.1169 0.1169 0.0000 445.3477 445.3477 0.1246 0.0000 448.4627 Total 0.2939 2.7350 2.5817 5.0900e0030.1258 0.1258 0.1169 0.1169 0.0000 445.3477 445.3477 0.1246 0.0000 448.4627 Mitigated 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
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 5.6200e0033.4700e0030.0427 1.3000e0040.0157 7.0000e0050.0158 4.1800e0037.0000e0054.2400e0030.0000 11.9476 11.9476 3.4000e0043.3000e00412.0547 Total 5.6200e0033.4700e0030.0427 1.3000e0040.0157 7.0000e0050.0158 4.1800e0037.0000e0054.2400e0030.0000 11.9476 11.9476 3.4000e0043.3000e00412.0547 Appendix B Page 54

3.2 Demolition - 2025
Unmitigated Construction On-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 0.0659 0.6047 0.6117 1.2200e0030.0269 0.0269 0.0250 0.0250 0.0000 107.0926 107.0926 0.0299 0.0000 107.8402 Total 0.0659 0.6047 0.6117 1.2200e0030.0269 0.0269 0.0250 0.0250 0.0000 107.0926 107.0926 0.0299 0.0000 107.8402 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
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 1.2600e0037.4000e0049.5300e0033.0000e0053.7800e0032.0000e0053.7900e0031.0000e0032.0000e0051.0200e0030.0000 2.7761 2.7761 7.0000e0057.0000e0052.8000 Total 1.2600e0037.4000e0049.5300e0033.0000e0053.7800e0032.0000e0053.7900e0031.0000e0032.0000e0051.0200e0030.0000 2.7761 2.7761 7.0000e0057.0000e0052.8000 Appendix B Page 55
Mitigated Construction On-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 0.0659 0.6047 0.6117 1.2200e0030.0269 0.0269 0.0250 0.0250 0.0000 107.0925 107.0925 0.0299 0.0000 107.8401 Total 0.0659 0.6047 0.6117 1.2200e0030.0269 0.0269 0.0250 0.0250 0.0000 107.0925 107.0925 0.0299 0.0000 107.8401 Mitigated 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
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 1.2600e0037.4000e0049.5300e0033.0000e0053.7800e0032.0000e0053.7900e0031.0000e0032.0000e0051.0200e0030.0000 2.7761 2.7761 7.0000e0057.0000e0052.8000 Total 1.2600e0037.4000e0049.5300e0033.0000e0053.7800e0032.0000e0053.7900e0031.0000e0032.0000e0051.0200e0030.0000 2.7761 2.7761 7.0000e0057.0000e0052.8000 Appendix B Page 56

3.3 Site Preparation - 2024
Unmitigated Construction On-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 1.9166 0.0000 1.9166 0.9850 0.0000 0.9850 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2594 2.6497 1.7877 3.7100e0030.1199 0.1199 0.1103 0.1103 0.0000 326.2064 326.2064 0.1055 0.0000 328.8439 Total 0.2594 2.6497 1.7877 3.7100e0031.9166 0.1199 2.0364 0.9850 0.1103 1.0953 0.0000 326.2064 326.2064 0.1055 0.0000 328.8439 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
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 5.0200e0033.1000e0030.0382 1.2000e0040.0140 6.0000e0050.0141 3.7300e0036.0000e0053.7900e0030.0000 10.6707 10.6707 3.0000e0043.0000e00410.7664 Total 5.0200e0033.1000e0030.0382 1.2000e0040.0140 6.0000e0050.0141 3.7300e0036.0000e0053.7900e0030.0000 10.6707 10.6707 3.0000e0043.0000e00410.7664 Appendix B Page 57
Mitigated Construction On-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 0.8625 0.0000 0.8625 0.4432 0.0000 0.4432 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2594 2.6497 1.7877 3.7100e0030.1199 0.1199 0.1103 0.1103 0.0000 326.2060 326.2060 0.1055 0.0000 328.8435 Total 0.2594 2.6497 1.7877 3.7100e0030.8625 0.1199 0.9823 0.4432 0.1103 0.5535 0.0000 326.2060 326.2060 0.1055 0.0000 328.8435 Mitigated 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
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 5.0200e0033.1000e0030.0382 1.2000e0040.0140 6.0000e0050.0141 3.7300e0036.0000e0053.7900e0030.0000 10.6707 10.6707 3.0000e0043.0000e00410.7664 Total 5.0200e0033.1000e0030.0382 1.2000e0040.0140 6.0000e0050.0141 3.7300e0036.0000e0053.7900e0030.0000 10.6707 10.6707 3.0000e0043.0000e00410.7664 Appendix B Page 58

3.4 Grading - 2024
Unmitigated Construction On-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 1.5906 0.0000 1.5906 0.5202 0.0000 0.5202 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.4216 4.2414 3.6317 8.1300e0030.1749 0.1749 0.1609 0.1609 0.0000 714.2058 714.2058 0.2310 0.0000 719.9805 Total 0.4216 4.2414 3.6317 8.1300e0031.5906 0.1749 1.7656 0.5202 0.1609 0.6812 0.0000 714.2058 714.2058 0.2310 0.0000 719.9805 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
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 7.5000e0034.6300e0030.0570 1.7000e0040.0210 1.0000e0040.0210 5.5700e0039.0000e0055.6600e0030.0000 15.9301 15.9301 4.5000e0044.4000e00416.0730 Total 7.5000e0034.6300e0030.0570 1.7000e0040.0210 1.0000e0040.0210 5.5700e0039.0000e0055.6600e0030.0000 15.9301 15.9301 4.5000e0044.4000e00416.0730 Appendix B Page 59
Mitigated Construction On-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 0.7158 0.0000 0.7158 0.2341 0.0000 0.2341 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.4216 4.2414 3.6317 8.1300e0030.1749 0.1749 0.1609 0.1609 0.0000 714.2049 714.2049 0.2310 0.0000 719.9796 Total 0.4216 4.2414 3.6317 8.1300e0030.7158 0.1749 0.8907 0.2341 0.1609 0.3950 0.0000 714.2049 714.2049 0.2310 0.0000 719.9796 Mitigated 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
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 7.5000e0034.6300e0030.0570 1.7000e0040.0210 1.0000e0040.0210 5.5700e0039.0000e0055.6600e0030.0000 15.9301 15.9301 4.5000e0044.4000e00416.0730 Total 7.5000e0034.6300e0030.0570 1.7000e0040.0210 1.0000e0040.0210 5.5700e0039.0000e0055.6600e0030.0000 15.9301 15.9301 4.5000e0044.4000e00416.0730 Appendix B Page 60

3.4 Grading - 2025
Unmitigated Construction On-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 1.5304 0.0000 1.5304 0.4871 0.0000 0.4871 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.3511 3.3811 3.1861 7.5100e0030.1368 0.1368 0.1259 0.1259 0.0000 659.5252 659.5252 0.2133 0.0000 664.8578 Total 0.3511 3.3811 3.1861 7.5100e0031.5304 0.1368 1.6673 0.4871 0.1259 0.6130 0.0000 659.5252 659.5252 0.2133 0.0000 664.8578 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
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 6.4400e0033.8000e0030.0488 1.6000e0040.0194 8.0000e0050.0194 5.1400e0038.0000e0055.2200e0030.0000 14.2183 14.2183 3.8000e0043.8000e00414.3408 Total 6.4400e0033.8000e0030.0488 1.6000e0040.0194 8.0000e0050.0194 5.1400e0038.0000e0055.2200e0030.0000 14.2183 14.2183 3.8000e0043.8000e00414.3408 Appendix B Page 61
Mitigated Construction On-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 0.6887 0.0000 0.6887 0.2192 0.0000 0.2192 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.3511 3.3811 3.1861 7.5100e0030.1368 0.1368 0.1259 0.1259 0.0000 659.5244 659.5244 0.2133 0.0000 664.8570 Total 0.3511 3.3811 3.1861 7.5100e0030.6887 0.1368 0.8255 0.2192 0.1259 0.3451 0.0000 659.5244 659.5244 0.2133 0.0000 664.8570 Mitigated 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
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 6.4400e0033.8000e0030.0488 1.6000e0040.0194 8.0000e0050.0194 5.1400e0038.0000e0055.2200e0030.0000 14.2183 14.2183 3.8000e0043.8000e00414.3408 Total 6.4400e0033.8000e0030.0488 1.6000e0040.0194 8.0000e0050.0194 5.1400e0038.0000e0055.2200e0030.0000 14.2183 14.2183 3.8000e0043.8000e00414.3408 Appendix B Page 62

3.5 Building Construction - 2024
Unmitigated Construction On-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 0.1928 1.7611 2.1179 3.5300e0030.0803 0.0803 0.0756 0.0756 0.0000 303.7223 303.7223 0.0718 0.0000 305.5179 Total 0.1928 1.7611 2.1179 3.5300e0030.0803 0.0803 0.0756 0.0756 0.0000 303.7223 303.7223 0.0718 0.0000 305.5179 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
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 3.9500 166.0794 48.5925 0.7449 25.0635 1.0725 26.1360 7.2410 1.0260 8.2670 0.0000 71,463.4805 71,463.4805 0.3720 10.7574 74,678.4899 Worker 30.6250 18.9115 232.6667 0.7097 85.5598 0.3903 85.9501 22.7411 0.3593 23.1003 0.0000 65,070.3768 65,070.3768 1.8421 1.8042 65,654.0885 Total 34.5750 184.9909 281.2592 1.4545 110.6233 1.4629 112.0861 29.9820 1.3852 31.3673 0.0000 136,533.8573 136,533.8573 2.2140 12.5617 140,332.5784 Appendix B Page 63
Mitigated Construction On-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 0.1928 1.7611 2.1179 3.5300e0030.0803 0.0803 0.0756 0.0756 0.0000 303.7220 303.7220 0.0718 0.0000 305.5175 Total 0.1928 1.7611 2.1179 3.5300e0030.0803 0.0803 0.0756 0.0756 0.0000 303.7220 303.7220 0.0718 0.0000 305.5175 Mitigated 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
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 3.9500 166.0794 48.5925 0.7449 25.0635 1.0725 26.1360 7.2410 1.0260 8.2670 0.0000 71,463.4805 71,463.4805 0.3720 10.7574 74,678.4899 Worker 30.6250 18.9115 232.6667 0.7097 85.5598 0.3903 85.9501 22.7411 0.3593 23.1003 0.0000 65,070.3768 65,070.3768 1.8421 1.8042 65,654.0885 Total 34.5750 184.9909 281.2592 1.4545 110.6233 1.4629 112.0861 29.9820 1.3852 31.3673 0.0000 136,533.8573 136,533.8573 2.2140 12.5617 140,332.5784 Appendix B Page 64

3.5 Building Construction - 2025
Unmitigated Construction On-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 0.1785 1.6273 2.0991 3.5200e0030.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 Total 0.1785 1.6273 2.0991 3.5200e0030.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 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
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 3.8393 164.7822 47.4255 0.7278 24.9679 1.0679 26.0358 7.2133 1.0216 8.2349 0.0000 69,822.2277 69,822.2277 0.3519 10.5083 72,962.5070 Worker 28.3593 16.7545 215.1385 0.6831 85.2332 0.3701 85.6033 22.6543 0.3406 22.9948 0.0000 62,637.9045 62,637.9045 1.6568 1.6727 63,177.7873 Total 32.1986 181.5367 262.5640 1.4109 110.2011 1.4379 111.6390 29.8676 1.3621 31.2297 0.0000 132,460.1322 132,460.1322 2.0087 12.1810 136,140.2944 Appendix B Page 65
Mitigated Construction On-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 0.1784 1.6273 2.0991 3.5200e0030.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 Total 0.1784 1.6273 2.0991 3.5200e0030.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 Mitigated 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
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 3.8393 164.7822 47.4255 0.7278 24.9679 1.0679 26.0358 7.2133 1.0216 8.2349 0.0000 69,822.2277 69,822.2277 0.3519 10.5083 72,962.5070 Worker 28.3593 16.7545 215.1385 0.6831 85.2332 0.3701 85.6033 22.6543 0.3406 22.9948 0.0000 62,637.9045 62,637.9045 1.6568 1.6727 63,177.7873 Total 32.1986 181.5367 262.5640 1.4109 110.2011 1.4379 111.6390 29.8676 1.3621 31.2297 0.0000 132,460.1322 132,460.1322 2.0087 12.1810 136,140.2944 Appendix B Page 66

3.5 Building Construction - 2026
Unmitigated Construction On-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 0.1785 1.6273 2.0991 3.5200e0030.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 Total 0.1785 1.6273 2.0991 3.5200e0030.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 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
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 3.7545 163.8154 46.6086 0.7135 24.9679 1.0624 26.0303 7.2134 1.0164 8.2297 0.0000 68,446.9992 68,446.9992 0.3355 10.2985 71,524.3366 Worker 26.5215 15.0864 202.8518 0.6632 85.2332 0.3562 85.5894 22.6543 0.3278 22.9820 0.0000 60,815.2593 60,815.2593 1.5100 1.5727 61,321.6677 Total 30.2760 178.9017 249.4604 1.3767 110.2011 1.4186 111.6197 29.8676 1.3441 31.2117 0.0000 129,262.2586 129,262.2586 1.8454 11.8712 132,846.0042 Appendix B Page 67
Mitigated Construction On-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 0.1784 1.6273 2.0991 3.5200e0030.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 Total 0.1784 1.6273 2.0991 3.5200e0030.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 Mitigated 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
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 3.7545 163.8154 46.6086 0.7135 24.9679 1.0624 26.0303 7.2134 1.0164 8.2297 0.0000 68,446.9992 68,446.9992 0.3355 10.2985 71,524.3366 Worker 26.5215 15.0864 202.8518 0.6632 85.2332 0.3562 85.5894 22.6543 0.3278 22.9820 0.0000 60,815.2593 60,815.2593 1.5100 1.5727 61,321.6677 Total 30.2760 178.9017 249.4604 1.3767 110.2011 1.4186 111.6197 29.8676 1.3441 31.2117 0.0000 129,262.2586 129,262.2586 1.8454 11.8712 132,846.0042 Appendix B Page 68

3.5 Building Construction - 2027
Unmitigated Construction On-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 0.1785 1.6273 2.0991 3.5200e0030.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 Total 0.1785 1.6273 2.0991 3.5200e0030.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 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
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 3.6853 162.7129 45.9602 0.6983 24.9679 1.0551 26.0231 7.2134 1.0094 8.2227 0.0000 66,993.1235 66,993.1235 0.3199 10.0778 70,004.3095 Worker 24.8476 13.6769 191.0436 0.6436 85.2332 0.3360 85.5692 22.6543 0.3092 22.9634 0.0000 59,018.3417 59,018.3417 1.3778 1.4873 59,496.0115 Total 28.5329 176.3897 237.0038 1.3420 110.2011 1.3911 111.5923 29.8676 1.3186 31.1862 0.0000 126,011.4652 126,011.4652 1.6978 11.5651 129,500.3211 Appendix B Page 69
Mitigated Construction On-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 0.1784 1.6273 2.0991 3.5200e0030.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 Total 0.1784 1.6273 2.0991 3.5200e0030.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 Mitigated 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
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 3.6853 162.7129 45.9602 0.6983 24.9679 1.0551 26.0231 7.2134 1.0094 8.2227 0.0000 66,993.1235 66,993.1235 0.3199 10.0778 70,004.3095 Worker 24.8476 13.6769 191.0436 0.6436 85.2332 0.3360 85.5692 22.6543 0.3092 22.9634 0.0000 59,018.3417 59,018.3417 1.3778 1.4873 59,496.0115 Total 28.5329 176.3897 237.0038 1.3420 110.2011 1.3911 111.5923 29.8676 1.3186 31.1862 0.0000 126,011.4652 126,011.4652 1.6978 11.5651 129,500.3211 Appendix B Page 70

3.5 Building Construction - 2028
Unmitigated Construction On-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 0.1778 1.6211 2.0910 3.5000e0030.0686 0.0686 0.0645 0.0645 0.0000 301.4953 301.4953 0.0709 0.0000 303.2671 Total 0.1778 1.6211 2.0910 3.5000e0030.0686 0.0686 0.0645 0.0645 0.0000 301.4953 301.4953 0.0709 0.0000 303.2671 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
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 3.6129 161.2529 45.2681 0.6813 24.8723 1.0444 25.9167 7.1857 0.9991 8.1849 0.0000 65,354.4978 65,354.4978 0.3059 9.8281 68,290.9123 Worker 23.2194 12.4594 180.5550 0.6236 84.9067 0.3136 85.2203 22.5675 0.2886 22.8560 0.0000 57,183.7048 57,183.7048 1.2597 1.4111 57,635.7103 Total 26.8323 173.7123 225.8231 1.3049 109.7790 1.3581 111.1370 29.7532 1.2877 31.0409 0.0000 122,538.2027 122,538.2027 1.5656 11.2392 125,926.6226 Appendix B Page 71
Mitigated Construction On-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 0.1778 1.6211 2.0910 3.5000e0030.0686 0.0686 0.0645 0.0645 0.0000 301.4949 301.4949 0.0709 0.0000 303.2667 Total 0.1778 1.6211 2.0910 3.5000e0030.0686 0.0686 0.0645 0.0645 0.0000 301.4949 301.4949 0.0709 0.0000 303.2667 Mitigated 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
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 3.6129 161.2529 45.2681 0.6813 24.8723 1.0444 25.9167 7.1857 0.9991 8.1849 0.0000 65,354.4978 65,354.4978 0.3059 9.8281 68,290.9123 Worker 23.2194 12.4594 180.5550 0.6236 84.9067 0.3136 85.2203 22.5675 0.2886 22.8560 0.0000 57,183.7048 57,183.7048 1.2597 1.4111 57,635.7103 Total 26.8323 173.7123 225.8231 1.3049 109.7790 1.3581 111.1370 29.7532 1.2877 31.0409 0.0000 122,538.2027 122,538.2027 1.5656 11.2392 125,926.6226 Appendix B Page 72

3.5 Building Construction - 2029
Unmitigated Construction On-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 0.1785 1.6273 2.0991 3.5200e0030.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 Total 0.1785 1.6273 2.0991 3.5200e0030.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 0.0711 0.0000 304.4335 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
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 3.5742 160.9532 44.9886 0.6700 24.9680 1.0407 26.0087 7.2134 0.9955 8.2089 0.0000 64,274.9644 64,274.9644 0.2956 9.6625 67,161.7911 Worker 21.8407 11.5164 172.7531 0.6102 85.2332 0.2947 85.5279 22.6543 0.2711 22.9254 0.0000 55,954.8812 55,954.8812 1.1650 1.3571 56,388.4186 Total 25.4149 172.4695 217.7417 1.2802 110.2012 1.3354 111.5366 29.8677 1.2667 31.1343 0.0000 120,229.8456 120,229.8456 1.4606 11.0196 123,550.2097 Appendix B Page 73
Mitigated Construction On-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 0.1784 1.6273 2.0991 3.5200e0030.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 Total 0.1784 1.6273 2.0991 3.5200e0030.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 0.0711 0.0000 304.4331 Mitigated 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
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 3.5742 160.9532 44.9886 0.6700 24.9680 1.0407 26.0087 7.2134 0.9955 8.2089 0.0000 64,274.9644 64,274.9644 0.2956 9.6625 67,161.7911 Worker 21.8407 11.5164 172.7531 0.6102 85.2332 0.2947 85.5279 22.6543 0.2711 22.9254 0.0000 55,954.8812 55,954.8812 1.1650 1.3571 56,388.4186 Total 25.4149 172.4695 217.7417 1.2802 110.2012 1.3354 111.5366 29.8677 1.2667 31.1343 0.0000 120,229.8456 120,229.8456 1.4606 11.0196 123,550.2097 Appendix B Page 74

3.5 Building Construction - 2030
Unmitigated Construction On-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 0.1708 1.0355 2.1085 4.0400e0030.0193 0.0193 0.0193 0.0193 0.0000 343.0336 343.0336 0.0138 0.0000 343.3777 Total 0.1708 1.0355 2.1085 4.0400e0030.0193 0.0193 0.0193 0.0193 0.0000 343.0336 343.0336 0.0138 0.0000 343.3777 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
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 3.5313 160.2861 44.6387 0.6575 24.9681 1.0348 26.0028 7.2134 0.9899 8.2033 0.0000 63,070.7659 63,070.7659 0.2866 9.4787 65,902.5666 Worker 20.4567 10.6756 165.5613 0.5961 85.2332 0.2757 85.5090 22.6543 0.2537 22.9080 0.0000 54,660.7793 54,660.7793 1.0775 1.3073 55,077.2912 Total 23.9881 170.9618 210.2000 1.2536 110.2013 1.3105 111.5118 29.8677 1.2436 31.1113 0.0000 117,731.5452 117,731.5452 1.3641 10.7860 120,979.8579 Appendix B Page 75
Mitigated Construction On-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 0.1708 1.0355 2.1085 4.0400e0030.0193 0.0193 0.0193 0.0193 0.0000 343.0332 343.0332 0.0138 0.0000 343.3773 Total 0.1708 1.0355 2.1085 4.0400e0030.0193 0.0193 0.0193 0.0193 0.0000 343.0332 343.0332 0.0138 0.0000 343.3773 Mitigated 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
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 3.5313 160.2861 44.6387 0.6575 24.9681 1.0348 26.0028 7.2134 0.9899 8.2033 0.0000 63,070.7659 63,070.7659 0.2866 9.4787 65,902.5666 Worker 20.4567 10.6756 165.5613 0.5961 85.2332 0.2757 85.5090 22.6543 0.2537 22.9080 0.0000 54,660.7793 54,660.7793 1.0775 1.3073 55,077.2912 Total 23.9881 170.9618 210.2000 1.2536 110.2013 1.3105 111.5118 29.8677 1.2436 31.1113 0.0000 117,731.5452 117,731.5452 1.3641 10.7860 120,979.8579 Appendix B Page 76

3.5 Building Construction - 2031
Unmitigated Construction On-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 0.1708 1.0355 2.1085 4.0400e0030.0193 0.0193 0.0193 0.0193 0.0000 343.0336 343.0336 0.0138 0.0000 343.3777 Total 0.1708 1.0355 2.1085 4.0400e0030.0193 0.0193 0.0193 0.0193 0.0000 343.0336 343.0336 0.0138 0.0000 343.3777 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
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 3.4980 159.8363 44.4144 0.6464 24.9682 1.0301 25.9983 7.2134 0.9855 8.1989 0.0000 62,004.1921 62,004.1921 0.2783 9.3168 64,787.5638 Worker 19.1358 9.9500 159.2904 0.5835 85.2332 0.2580 85.4913 22.6543 0.2374 22.8917 0.0000 53,508.3277 53,508.3277 1.0000 1.2652 53,910.3418 Total 22.6338 169.7863 203.7048 1.2299 110.2014 1.2882 111.4895 29.8677 1.2229 31.0906 0.0000 115,512.5197 115,512.5197 1.2783 10.5820 118,697.9056 Appendix B Page 77
Mitigated Construction On-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 0.1708 1.0355 2.1085 4.0400e0030.0193 0.0193 0.0193 0.0193 0.0000 343.0332 343.0332 0.0138 0.0000 343.3773 Total 0.1708 1.0355 2.1085 4.0400e0030.0193 0.0193 0.0193 0.0193 0.0000 343.0332 343.0332 0.0138 0.0000 343.3773 Mitigated 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
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 3.4980 159.8363 44.4144 0.6464 24.9682 1.0301 25.9983 7.2134 0.9855 8.1989 0.0000 62,004.1921 62,004.1921 0.2783 9.3168 64,787.5638 Worker 19.1358 9.9500 159.2904 0.5835 85.2332 0.2580 85.4913 22.6543 0.2374 22.8917 0.0000 53,508.3277 53,508.3277 1.0000 1.2652 53,910.3418 Total 22.6338 169.7863 203.7048 1.2299 110.2014 1.2882 111.4895 29.8677 1.2229 31.0906 0.0000 115,512.5197 115,512.5197 1.2783 10.5820 118,697.9056 Appendix B Page 78

3.5 Building Construction - 2032
Unmitigated Construction On-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 0.1715 1.0394 2.1166 4.0600e0030.0194 0.0194 0.0194 0.0194 0.0000 344.3479 344.3479 0.0138 0.0000 344.6933 Total 0.1715 1.0394 2.1166 4.0600e0030.0194 0.0194 0.0194 0.0194 0.0000 344.3479 344.3479 0.0138 0.0000 344.6933 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
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 3.4868 160.0737 44.4687 0.6391 25.0639 1.0297 26.0936 7.2411 0.9850 8.2261 0.0000 61,302.5417 61,302.5417 0.2724 9.2104 64,054.0555 Worker 18.0416 9.3977 154.5546 0.5746 85.5598 0.2427 85.8025 22.7411 0.2233 22.9643 0.0000 52,689.0377 52,689.0377 0.9362 1.2357 53,080.6772 Total 21.5284 169.4713 199.0233 1.2137 110.6236 1.2724 111.8960 29.9822 1.2083 31.1905 0.0000 113,991.5794 113,991.5794 1.2086 10.4461 117,134.7327 Appendix B Page 79
Mitigated Construction On-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 0.1715 1.0394 2.1166 4.0600e0030.0194 0.0194 0.0194 0.0194 0.0000 344.3475 344.3475 0.0138 0.0000 344.6929 Total 0.1715 1.0394 2.1166 4.0600e0030.0194 0.0194 0.0194 0.0194 0.0000 344.3475 344.3475 0.0138 0.0000 344.6929 Mitigated 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
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 3.4868 160.0737 44.4687 0.6391 25.0639 1.0297 26.0936 7.2411 0.9850 8.2261 0.0000 61,302.5417 61,302.5417 0.2724 9.2104 64,054.0555 Worker 18.0416 9.3977 154.5546 0.5746 85.5598 0.2427 85.8025 22.7411 0.2233 22.9643 0.0000 52,689.0377 52,689.0377 0.9362 1.2357 53,080.6772 Total 21.5284 169.4713 199.0233 1.2137 110.6236 1.2724 111.8960 29.9822 1.2083 31.1905 0.0000 113,991.5794 113,991.5794 1.2086 10.4461 117,134.7327 Appendix B Page 80

3.5 Building Construction - 2033
Unmitigated Construction On-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 0.1702 1.0315 2.1004 4.0200e0030.0193 0.0193 0.0193 0.0193 0.0000 341.7193 341.7193 0.0137 0.0000 342.0621 Total 0.1702 1.0315 2.1004 4.0200e0030.0193 0.0193 0.0193 0.0193 0.0000 341.7193 341.7193 0.0137 0.0000 342.0621 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
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 3.4444 158.5842 44.1058 0.6258 24.8726 1.0181 25.8907 7.1858 0.9740 8.1598 0.0000 60,019.8794 60,019.8794 0.2652 9.0171 62,713.5988 Worker 16.8575 8.8455 148.8047 0.5604 84.9067 0.2259 85.1326 22.5675 0.2079 22.7754 0.0000 51,388.6278 51,388.6278 0.8701 1.1985 51,767.5391 Total 20.3019 167.4297 192.9105 1.1862 109.7792 1.2441 111.0233 29.7533 1.1819 30.9352 0.0000 111,408.5072 111,408.5072 1.1353 10.2156 114,481.1380 Appendix B Page 81
Mitigated Construction On-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 0.1702 1.0315 2.1004 4.0200e0030.0193 0.0193 0.0193 0.0193 0.0000 341.7189 341.7189 0.0137 0.0000 342.0617 Total 0.1702 1.0315 2.1004 4.0200e0030.0193 0.0193 0.0193 0.0193 0.0000 341.7189 341.7189 0.0137 0.0000 342.0617 Mitigated 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
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 3.4444 158.5842 44.1058 0.6258 24.8726 1.0181 25.8907 7.1858 0.9740 8.1598 0.0000 60,019.8794 60,019.8794 0.2652 9.0171 62,713.5988 Worker 16.8575 8.8455 148.8047 0.5604 84.9067 0.2259 85.1326 22.5675 0.2079 22.7754 0.0000 51,388.6278 51,388.6278 0.8701 1.1985 51,767.5391 Total 20.3019 167.4297 192.9105 1.1862 109.7792 1.2441 111.0233 29.7533 1.1819 30.9352 0.0000 111,408.5072 111,408.5072 1.1353 10.2156 114,481.1380 Appendix B Page 82

3.5 Building Construction - 2034
Unmitigated Construction On-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 0.1702 1.0315 2.1004 4.0200e0030.0193 0.0193 0.0193 0.0193 0.0000 341.7193 341.7193 0.0137 0.0000 342.0621 Total 0.1702 1.0315 2.1004 4.0200e0030.0193 0.0193 0.0193 0.0193 0.0000 341.7193 341.7193 0.0137 0.0000 342.0621 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
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 3.4328 158.2470 44.1146 0.6181 24.8726 1.0137 25.8863 7.1858 0.9697 8.1556 0.0000 59,283.5084 59,283.5084 0.2604 8.9060 61,944.0047 Worker 15.9458 8.4624 144.8083 0.5518 84.9067 0.2123 85.1189 22.5675 0.1953 22.7628 0.0000 50,599.1635 50,599.1635 0.8179 1.1763 50,970.1394 Total 19.3785 166.7094 188.9229 1.1699 109.7793 1.2260 111.0052 29.7533 1.1650 30.9184 0.0000 109,882.6719 109,882.6719 1.0783 10.0823 112,914.1441 Appendix B Page 83
Mitigated Construction On-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 0.1702 1.0315 2.1004 4.0200e0030.0193 0.0193 0.0193 0.0193 0.0000 341.7189 341.7189 0.0137 0.0000 342.0617 Total 0.1702 1.0315 2.1004 4.0200e0030.0193 0.0193 0.0193 0.0193 0.0000 341.7189 341.7189 0.0137 0.0000 342.0617 Mitigated 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
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 3.4328 158.2470 44.1146 0.6181 24.8726 1.0137 25.8863 7.1858 0.9697 8.1556 0.0000 59,283.5084 59,283.5084 0.2604 8.9060 61,944.0047 Worker 15.9458 8.4624 144.8083 0.5518 84.9067 0.2123 85.1189 22.5675 0.1953 22.7628 0.0000 50,599.1635 50,599.1635 0.8179 1.1763 50,970.1394 Total 19.3785 166.7094 188.9229 1.1699 109.7793 1.2260 111.0052 29.7533 1.1650 30.9184 0.0000 109,882.6719 109,882.6719 1.0783 10.0823 112,914.1441 Appendix B Page 84

3.5 Building Construction - 2035
Unmitigated Construction On-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 0.1588 0.9346 2.1034 4.0400e0030.0118 0.0118 0.0118 0.0118 0.0000 343.0336 343.0336 0.0128 0.0000 343.3530 Total 0.1588 0.9346 2.1034 4.0400e0030.0118 0.0118 0.0118 0.0118 0.0000 343.0336 343.0336 0.0128 0.0000 343.3530 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
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 3.4331 158.4613 44.2931 0.6136 24.9683 1.0129 25.9812 7.2135 0.9689 8.1824 0.0000 58,855.1294 58,855.1294 0.2576 8.8413 61,496.2722 Worker 15.1833 8.1954 141.9149 0.5464 85.2332 0.2007 85.4339 22.6543 0.1846 22.8389 0.0000 50,101.1421 50,101.1421 0.7753 1.1633 50,467.1856 Total 18.6163 166.6567 186.2080 1.1600 110.2015 1.2135 111.4150 29.8678 1.1535 31.0213 0.0000 108,956.2715 108,956.2715 1.0330 10.0046 111,963.4577 Appendix B Page 85
Mitigated Construction On-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 0.1588 0.9346 2.1034 4.0400e0030.0118 0.0118 0.0118 0.0118 0.0000 343.0332 343.0332 0.0128 0.0000 343.3526 Total 0.1588 0.9346 2.1034 4.0400e0030.0118 0.0118 0.0118 0.0118 0.0000 343.0332 343.0332 0.0128 0.0000 343.3526 Mitigated 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
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 3.4331 158.4613 44.2931 0.6136 24.9683 1.0129 25.9812 7.2135 0.9689 8.1824 0.0000 58,855.1294 58,855.1294 0.2576 8.8413 61,496.2722 Worker 15.1833 8.1954 141.9149 0.5464 85.2332 0.2007 85.4339 22.6543 0.1846 22.8389 0.0000 50,101.1421 50,101.1421 0.7753 1.1633 50,467.1856 Total 18.6163 166.6567 186.2080 1.1600 110.2015 1.2135 111.4150 29.8678 1.1535 31.0213 0.0000 108,956.2715 108,956.2715 1.0330 10.0046 111,963.4577 Appendix B Page 86

3.5 Building Construction - 2036
Unmitigated Construction On-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 0.1594 0.9381 2.1114 4.0600e0030.0118 0.0118 0.0118 0.0118 0.0000 344.3479 344.3479 0.0128 0.0000 344.6686 Total 0.1594 0.9381 2.1114 4.0600e0030.0118 0.0118 0.0118 0.0118 0.0000 344.3479 344.3479 0.0128 0.0000 344.6686 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
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 3.4462 159.0684 44.4628 0.6160 25.0640 1.0167 26.0807 7.2411 0.9726 8.2138 0.0000 59,080.6280 59,080.6280 0.2586 8.8752 61,731.8901 Worker 15.2414 8.2268 142.4586 0.5485 85.5598 0.2014 85.7612 22.7411 0.1853 22.9264 0.0000 50,293.1005 50,293.1005 0.7783 1.1678 50,660.5464 Total 18.6876 167.2952 186.9214 1.1644 110.6238 1.2182 111.8419 29.9822 1.1580 31.1402 0.0000 109,373.7285 109,373.7285 1.0369 10.0429 112,392.4365 Appendix B Page 87
Mitigated Construction On-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 0.1594 0.9381 2.1114 4.0600e0030.0118 0.0118 0.0118 0.0118 0.0000 344.3475 344.3475 0.0128 0.0000 344.6682 Total 0.1594 0.9381 2.1114 4.0600e0030.0118 0.0118 0.0118 0.0118 0.0000 344.3475 344.3475 0.0128 0.0000 344.6682 Mitigated 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
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 3.4462 159.0684 44.4628 0.6160 25.0640 1.0167 26.0807 7.2411 0.9726 8.2138 0.0000 59,080.6280 59,080.6280 0.2586 8.8752 61,731.8901 Worker 15.2414 8.2268 142.4586 0.5485 85.5598 0.2014 85.7612 22.7411 0.1853 22.9264 0.0000 50,293.1005 50,293.1005 0.7783 1.1678 50,660.5464 Total 18.6876 167.2952 186.9214 1.1644 110.6238 1.2182 111.8419 29.9822 1.1580 31.1402 0.0000 109,373.7285 109,373.7285 1.0369 10.0429 112,392.4365 Appendix B Page 88

3.5 Building Construction - 2037
Unmitigated Construction On-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 0.1588 0.9346 2.1034 4.0400e0030.0118 0.0118 0.0118 0.0118 0.0000 343.0336 343.0336 0.0128 0.0000 343.3530 Total 0.1588 0.9346 2.1034 4.0400e0030.0118 0.0118 0.0118 0.0118 0.0000 343.0336 343.0336 0.0128 0.0000 343.3530 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
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 3.4331 158.4613 44.2931 0.6136 24.9683 1.0129 25.9812 7.2135 0.9689 8.1824 0.0000 58,855.1294 58,855.1294 0.2576 8.8413 61,496.2722 Worker 15.1833 8.1954 141.9149 0.5464 85.2332 0.2007 85.4339 22.6543 0.1846 22.8389 0.0000 50,101.1421 50,101.1421 0.7753 1.1633 50,467.1856 Total 18.6163 166.6567 186.2080 1.1600 110.2015 1.2135 111.4150 29.8678 1.1535 31.0213 0.0000 108,956.2715 108,956.2715 1.0330 10.0046 111,963.4577 Appendix B Page 89
Mitigated Construction On-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 0.1588 0.9346 2.1034 4.0400e0030.0118 0.0118 0.0118 0.0118 0.0000 343.0332 343.0332 0.0128 0.0000 343.3526 Total 0.1588 0.9346 2.1034 4.0400e0030.0118 0.0118 0.0118 0.0118 0.0000 343.0332 343.0332 0.0128 0.0000 343.3526 Mitigated 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
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 3.4331 158.4613 44.2931 0.6136 24.9683 1.0129 25.9812 7.2135 0.9689 8.1824 0.0000 58,855.1294 58,855.1294 0.2576 8.8413 61,496.2722 Worker 15.1833 8.1954 141.9149 0.5464 85.2332 0.2007 85.4339 22.6543 0.1846 22.8389 0.0000 50,101.1421 50,101.1421 0.7753 1.1633 50,467.1856 Total 18.6163 166.6567 186.2080 1.1600 110.2015 1.2135 111.4150 29.8678 1.1535 31.0213 0.0000 108,956.2715 108,956.2715 1.0330 10.0046 111,963.4577 Appendix B Page 90

3.5 Building Construction - 2038
Unmitigated Construction On-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 0.1588 0.9346 2.1034 4.0400e0030.0118 0.0118 0.0118 0.0118 0.0000 343.0336 343.0336 0.0128 0.0000 343.3530 Total 0.1588 0.9346 2.1034 4.0400e0030.0118 0.0118 0.0118 0.0118 0.0000 343.0336 343.0336 0.0128 0.0000 343.3530 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
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 3.4331 158.4613 44.2931 0.6136 24.9683 1.0129 25.9812 7.2135 0.9689 8.1824 0.0000 58,855.1294 58,855.1294 0.2576 8.8413 61,496.2722 Worker 15.1833 8.1954 141.9149 0.5464 85.2332 0.2007 85.4339 22.6543 0.1846 22.8389 0.0000 50,101.1421 50,101.1421 0.7753 1.1633 50,467.1856 Total 18.6163 166.6567 186.2080 1.1600 110.2015 1.2135 111.4150 29.8678 1.1535 31.0213 0.0000 108,956.2715 108,956.2715 1.0330 10.0046 111,963.4577 Appendix B Page 91
Mitigated Construction On-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 0.1588 0.9346 2.1034 4.0400e0030.0118 0.0118 0.0118 0.0118 0.0000 343.0332 343.0332 0.0128 0.0000 343.3526 Total 0.1588 0.9346 2.1034 4.0400e0030.0118 0.0118 0.0118 0.0118 0.0000 343.0332 343.0332 0.0128 0.0000 343.3526 Mitigated 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
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 3.4331 158.4613 44.2931 0.6136 24.9683 1.0129 25.9812 7.2135 0.9689 8.1824 0.0000 58,855.1294 58,855.1294 0.2576 8.8413 61,496.2722 Worker 15.1833 8.1954 141.9149 0.5464 85.2332 0.2007 85.4339 22.6543 0.1846 22.8389 0.0000 50,101.1421 50,101.1421 0.7753 1.1633 50,467.1856 Total 18.6163 166.6567 186.2080 1.1600 110.2015 1.2135 111.4150 29.8678 1.1535 31.0213 0.0000 108,956.2715 108,956.2715 1.0330 10.0046 111,963.4577 Appendix B Page 92

3.5 Building Construction - 2039
Unmitigated Construction On-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 0.1582 0.9310 2.0953 4.0200e0030.0118 0.0118 0.0118 0.0118 0.0000 341.7193 341.7193 0.0127 0.0000 342.0375 Total 0.1582 0.9310 2.0953 4.0200e0030.0118 0.0118 0.0118 0.0118 0.0000 341.7193 341.7193 0.0127 0.0000 342.0375 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
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 3.4199 157.8542 44.1234 0.6113 24.8727 1.0090 25.8816 7.1859 0.9652 8.1511 0.0000 58,629.6308 58,629.6308 0.2567 8.8074 61,260.6543 Worker 15.1251 8.1640 141.3712 0.5443 84.9067 0.1999 85.1065 22.5675 0.1839 22.7514 0.0000 49,909.1837 49,909.1837 0.7724 1.1588 50,273.8247 Total 18.5450 166.0181 185.4945 1.1556 109.7793 1.2088 110.9881 29.7533 1.1491 30.9024 0.0000 108,538.8145 108,538.8145 1.0290 9.9662 111,534.4790 Appendix B Page 93
Mitigated Construction On-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 0.1582 0.9310 2.0953 4.0200e0030.0118 0.0118 0.0118 0.0118 0.0000 341.7189 341.7189 0.0127 0.0000 342.0371 Total 0.1582 0.9310 2.0953 4.0200e0030.0118 0.0118 0.0118 0.0118 0.0000 341.7189 341.7189 0.0127 0.0000 342.0371 Mitigated 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
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 3.4199 157.8542 44.1234 0.6113 24.8727 1.0090 25.8816 7.1859 0.9652 8.1511 0.0000 58,629.6308 58,629.6308 0.2567 8.8074 61,260.6543 Worker 15.1251 8.1640 141.3712 0.5443 84.9067 0.1999 85.1065 22.5675 0.1839 22.7514 0.0000 49,909.1837 49,909.1837 0.7724 1.1588 50,273.8247 Total 18.5450 166.0181 185.4945 1.1556 109.7793 1.2088 110.9881 29.7533 1.1491 30.9024 0.0000 108,538.8145 108,538.8145 1.0290 9.9662 111,534.4790 Appendix B Page 94

3.5 Building Construction - 2040
Unmitigated Construction On-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 0.1562 0.8992 2.1035 4.0400e0039.6200e0039.6200e0039.6200e0039.6200e0030.0000 343.0337 343.0337 0.0123 0.0000 343.3419 Total 0.1562 0.8992 2.1035 4.0400e0039.6200e0039.6200e0039.6200e0039.6200e0030.0000 343.0337 343.0337 0.0123 0.0000 343.3419 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
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 3.4194 157.4569 44.5626 0.5900 24.9686 0.9993 25.9679 7.2136 0.9560 8.1696 0.0000 56,582.5291 56,582.5291 0.2463 8.4999 59,121.6414 Worker 12.1690 7.3376 130.5006 0.5218 85.2332 0.1572 85.3905 22.6543 0.1447 22.7990 0.0000 47,851.8073 47,851.8073 0.6200 1.1160 48,199.8767 Total 15.5884 164.7944 175.0632 1.1118 110.2018 1.1566 111.3584 29.8679 1.1007 30.9685 0.0000 104,434.3364 104,434.3364 0.8663 9.6159 107,321.5182 Appendix B Page 95
Mitigated Construction On-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 0.1562 0.8992 2.1035 4.0400e0039.6200e0039.6200e0039.6200e0039.6200e0030.0000 343.0333 343.0333 0.0123 0.0000 343.3415 Total 0.1562 0.8992 2.1035 4.0400e0039.6200e0039.6200e0039.6200e0039.6200e0030.0000 343.0333 343.0333 0.0123 0.0000 343.3415 Mitigated 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
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 3.4194 157.4569 44.5626 0.5900 24.9686 0.9993 25.9679 7.2136 0.9560 8.1696 0.0000 56,582.5291 56,582.5291 0.2463 8.4999 59,121.6414 Worker 12.1690 7.3376 130.5006 0.5218 85.2332 0.1572 85.3905 22.6543 0.1447 22.7990 0.0000 47,851.8073 47,851.8073 0.6200 1.1160 48,199.8767 Total 15.5884 164.7944 175.0632 1.1118 110.2018 1.1566 111.3584 29.8679 1.1007 30.9685 0.0000 104,434.3364 104,434.3364 0.8663 9.6159 107,321.5182 Appendix B Page 96

3.5 Building Construction - 2041
Unmitigated Construction On-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 0.1562 0.8992 2.1035 4.0400e0039.6200e0039.6200e0039.6200e0039.6200e0030.0000 343.0337 343.0337 0.0123 0.0000 343.3419 Total 0.1562 0.8992 2.1035 4.0400e0039.6200e0039.6200e0039.6200e0039.6200e0030.0000 343.0337 343.0337 0.0123 0.0000 343.3419 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
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 3.4194 157.4569 44.5626 0.5900 24.9686 0.9993 25.9679 7.2136 0.9560 8.1696 0.0000 56,582.5291 56,582.5291 0.2463 8.4999 59,121.6414 Worker 12.1690 7.3376 130.5006 0.5218 85.2332 0.1572 85.3905 22.6543 0.1447 22.7990 0.0000 47,851.8073 47,851.8073 0.6200 1.1160 48,199.8767 Total 15.5884 164.7944 175.0632 1.1118 110.2018 1.1566 111.3584 29.8679 1.1007 30.9685 0.0000 104,434.3364 104,434.3364 0.8663 9.6159 107,321.5182 Appendix B Page 97
Mitigated Construction On-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 0.1562 0.8992 2.1035 4.0400e0039.6200e0039.6200e0039.6200e0039.6200e0030.0000 343.0333 343.0333 0.0123 0.0000 343.3415 Total 0.1562 0.8992 2.1035 4.0400e0039.6200e0039.6200e0039.6200e0039.6200e0030.0000 343.0333 343.0333 0.0123 0.0000 343.3415 Mitigated 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
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 3.4194 157.4569 44.5626 0.5900 24.9686 0.9993 25.9679 7.2136 0.9560 8.1696 0.0000 56,582.5291 56,582.5291 0.2463 8.4999 59,121.6414 Worker 12.1690 7.3376 130.5006 0.5218 85.2332 0.1572 85.3905 22.6543 0.1447 22.7990 0.0000 47,851.8073 47,851.8073 0.6200 1.1160 48,199.8767 Total 15.5884 164.7944 175.0632 1.1118 110.2018 1.1566 111.3584 29.8679 1.1007 30.9685 0.0000 104,434.3364 104,434.3364 0.8663 9.6159 107,321.5182 Appendix B Page 98

3.5 Building Construction - 2042
Unmitigated Construction On-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 0.1562 0.8992 2.1035 4.0400e0039.6200e0039.6200e0039.6200e0039.6200e0030.0000 343.0337 343.0337 0.0123 0.0000 343.3419 Total 0.1562 0.8992 2.1035 4.0400e0039.6200e0039.6200e0039.6200e0039.6200e0030.0000 343.0337 343.0337 0.0123 0.0000 343.3419 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
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 3.4194 157.4569 44.5626 0.5900 24.9686 0.9993 25.9679 7.2136 0.9560 8.1696 0.0000 56,582.5291 56,582.5291 0.2463 8.4999 59,121.6414 Worker 12.1690 7.3376 130.5006 0.5218 85.2332 0.1572 85.3905 22.6543 0.1447 22.7990 0.0000 47,851.8073 47,851.8073 0.6200 1.1160 48,199.8767 Total 15.5884 164.7944 175.0632 1.1118 110.2018 1.1566 111.3584 29.8679 1.1007 30.9685 0.0000 104,434.3364 104,434.3364 0.8663 9.6159 107,321.5182 Appendix B Page 99
Mitigated Construction On-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 0.1562 0.8992 2.1035 4.0400e0039.6200e0039.6200e0039.6200e0039.6200e0030.0000 343.0333 343.0333 0.0123 0.0000 343.3415 Total 0.1562 0.8992 2.1035 4.0400e0039.6200e0039.6200e0039.6200e0039.6200e0030.0000 343.0333 343.0333 0.0123 0.0000 343.3415 Mitigated 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
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 3.4194 157.4569 44.5626 0.5900 24.9686 0.9993 25.9679 7.2136 0.9560 8.1696 0.0000 56,582.5291 56,582.5291 0.2463 8.4999 59,121.6414 Worker 12.1690 7.3376 130.5006 0.5218 85.2332 0.1572 85.3905 22.6543 0.1447 22.7990 0.0000 47,851.8073 47,851.8073 0.6200 1.1160 48,199.8767 Total 15.5884 164.7944 175.0632 1.1118 110.2018 1.1566 111.3584 29.8679 1.1007 30.9685 0.0000 104,434.3364 104,434.3364 0.8663 9.6159 107,321.5182 Appendix B Page 100

3.5 Building Construction - 2043
Unmitigated Construction On-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 0.0515 0.2963 0.6931 1.3300e0033.1700e0033.1700e0033.1700e0033.1700e0030.0000 113.0303 113.0303 4.0600e0030.0000 113.1318 Total 0.0515 0.2963 0.6931 1.3300e0033.1700e0033.1700e0033.1700e0033.1700e0030.0000 113.0303 113.0303 4.0600e0030.0000 113.1318 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
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 1.1267 51.8823 14.6835 0.1944 8.2272 0.3293 8.5565 2.3769 0.3150 2.6919 0.0000 18,644.0517 18,644.0517 0.0812 2.8007 19,480.6941 Worker 4.0097 2.4177 43.0002 0.1719 28.0845 0.0518 28.1363 7.4646 0.0477 7.5123 0.0000 15,767.2622 15,767.2622 0.2043 0.3677 15,881.9517 Total 5.1364 54.3001 57.6837 0.3663 36.3117 0.3811 36.6928 9.8415 0.3627 10.2042 0.0000 34,411.3139 34,411.3139 0.2855 3.1685 35,362.6458 Appendix B Page 101
Mitigated Construction On-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 0.0515 0.2963 0.6931 1.3300e0033.1700e0033.1700e0033.1700e0033.1700e0030.0000 113.0301 113.0301 4.0600e0030.0000 113.1317 Total 0.0515 0.2963 0.6931 1.3300e0033.1700e0033.1700e0033.1700e0033.1700e0030.0000 113.0301 113.0301 4.0600e0030.0000 113.1317 Mitigated 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
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 1.1267 51.8823 14.6835 0.1944 8.2272 0.3293 8.5565 2.3769 0.3150 2.6919 0.0000 18,644.0517 18,644.0517 0.0812 2.8007 19,480.6941 Worker 4.0097 2.4177 43.0002 0.1719 28.0845 0.0518 28.1363 7.4646 0.0477 7.5123 0.0000 15,767.2622 15,767.2622 0.2043 0.3677 15,881.9517 Total 5.1364 54.3001 57.6837 0.3663 36.3117 0.3811 36.6928 9.8415 0.3627 10.2042 0.0000 34,411.3139 34,411.3139 0.2855 3.1685 35,362.6458 Appendix B Page 102

3.6 Paving - 2024
Unmitigated Construction On-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 0.1295 1.2477 1.9160 2.9900e0030.0614 0.0614 0.0565 0.0565 0.0000 262.3476 262.3476 0.0849 0.0000 264.4688 Paving 2.1203 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 2.2497 1.2477 1.9160 2.9900e0030.0614 0.0614 0.0565 0.0565 0.0000 262.3476 262.3476 0.0849 0.0000 264.4688 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
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 5.6200e0033.4700e0030.0427 1.3000e0040.0157 7.0000e0050.0158 4.1800e0037.0000e0054.2400e0030.0000 11.9476 11.9476 3.4000e0043.3000e00412.0547 Total 5.6200e0033.4700e0030.0427 1.3000e0040.0157 7.0000e0050.0158 4.1800e0037.0000e0054.2400e0030.0000 11.9476 11.9476 3.4000e0043.3000e00412.0547 Appendix B Page 103
Mitigated Construction On-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 0.1295 1.2477 1.9160 2.9900e0030.0614 0.0614 0.0565 0.0565 0.0000 262.3473 262.3473 0.0849 0.0000 264.4685 Paving 2.1203 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 2.2497 1.2477 1.9160 2.9900e0030.0614 0.0614 0.0565 0.0565 0.0000 262.3473 262.3473 0.0849 0.0000 264.4685 Mitigated 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
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 5.6200e0033.4700e0030.0427 1.3000e0040.0157 7.0000e0050.0158 4.1800e0037.0000e0054.2400e0030.0000 11.9476 11.9476 3.4000e0043.3000e00412.0547 Total 5.6200e0033.4700e0030.0427 1.3000e0040.0157 7.0000e0050.0158 4.1800e0037.0000e0054.2400e0030.0000 11.9476 11.9476 3.4000e0043.3000e00412.0547 Appendix B Page 104

3.6 Paving - 2025
Unmitigated Construction On-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 0.0439 0.4119 0.6997 1.0900e0030.0201 0.0201 0.0185 0.0185 0.0000 96.0924 96.0924 0.0311 0.0000 96.8694 Paving 0.7769 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.8208 0.4119 0.6997 1.0900e0030.0201 0.0201 0.0185 0.0185 0.0000 96.0924 96.0924 0.0311 0.0000 96.8694 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
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 1.9200e0031.1300e0030.0145 5.0000e0055.7600e0032.0000e0055.7800e0031.5300e0032.0000e0051.5500e0030.0000 4.2302 4.2302 1.1000e0041.1000e0044.2667 Total 1.9200e0031.1300e0030.0145 5.0000e0055.7600e0032.0000e0055.7800e0031.5300e0032.0000e0051.5500e0030.0000 4.2302 4.2302 1.1000e0041.1000e0044.2667 Appendix B Page 105
Mitigated Construction On-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 0.0439 0.4119 0.6997 1.0900e0030.0201 0.0201 0.0185 0.0185 0.0000 96.0923 96.0923 0.0311 0.0000 96.8693 Paving 0.7769 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.8208 0.4119 0.6997 1.0900e0030.0201 0.0201 0.0185 0.0185 0.0000 96.0923 96.0923 0.0311 0.0000 96.8693 Mitigated 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
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 1.9200e0031.1300e0030.0145 5.0000e0055.7600e0032.0000e0055.7800e0031.5300e0032.0000e0051.5500e0030.0000 4.2302 4.2302 1.1000e0041.1000e0044.2667 Total 1.9200e0031.1300e0030.0145 5.0000e0055.7600e0032.0000e0055.7800e0031.5300e0032.0000e0051.5500e0030.0000 4.2302 4.2302 1.1000e0041.1000e0044.2667 Appendix B Page 106

3.7 Architectural Coating - 2024
Unmitigated Construction On-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 1,726.4315 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0237 0.1597 0.2371 3.9000e0047.9800e0037.9800e0037.9800e0037.9800e0030.0000 33.4476 33.4476 1.8800e0030.0000 33.4947 Total 1,726.4552 0.1597 0.2371 3.9000e0047.9800e0037.9800e0037.9800e0037.9800e0030.0000 33.4476 33.4476 1.8800e0030.0000 33.4947 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
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 6.1250 3.7823 46.5333 0.1419 17.1120 0.0781 17.1900 4.5482 0.0719 4.6201 0.0000 13,014.0754 13,014.0754 0.3684 0.3609 13,130.8177 Total 6.1250 3.7823 46.5333 0.1419 17.1120 0.0781 17.1900 4.5482 0.0719 4.6201 0.0000 13,014.0754 13,014.0754 0.3684 0.3609 13,130.8177 Appendix B Page 107
Mitigated Construction On-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 1,726.4315 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0237 0.1597 0.2371 3.9000e0047.9800e0037.9800e0037.9800e0037.9800e0030.0000 33.4476 33.4476 1.8800e0030.0000 33.4947 Total 1,726.4552 0.1597 0.2371 3.9000e0047.9800e0037.9800e0037.9800e0037.9800e0030.0000 33.4476 33.4476 1.8800e0030.0000 33.4947 Mitigated 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
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 6.1250 3.7823 46.5333 0.1419 17.1120 0.0781 17.1900 4.5482 0.0719 4.6201 0.0000 13,014.0754 13,014.0754 0.3684 0.3609 13,130.8177 Total 6.1250 3.7823 46.5333 0.1419 17.1120 0.0781 17.1900 4.5482 0.0719 4.6201 0.0000 13,014.0754 13,014.0754 0.3684 0.3609 13,130.8177 Appendix B Page 108

3.7 Architectural Coating - 2025
Unmitigated Construction On-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 632.5856 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 8.2000e0030.0550 0.0868 1.4000e0042.4700e0032.4700e0032.4700e0032.4700e0030.0000 12.2556 12.2556 6.7000e0040.0000 12.2723 Total 632.5938 0.0550 0.0868 1.4000e0042.4700e0032.4700e0032.4700e0032.4700e0030.0000 12.2556 12.2556 6.7000e0040.0000 12.2723 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
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 2.0862 1.2325 15.8263 0.0503 6.2700 0.0272 6.2973 1.6665 0.0251 1.6916 0.0000 4,607.8459 4,607.8459 0.1219 0.1231 4,647.5614 Total 2.0862 1.2325 15.8263 0.0503 6.2700 0.0272 6.2973 1.6665 0.0251 1.6916 0.0000 4,607.8459 4,607.8459 0.1219 0.1231 4,647.5614 Appendix B Page 109
Mitigated Construction On-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 632.5856 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 8.2000e0030.0550 0.0868 1.4000e0042.4700e0032.4700e0032.4700e0032.4700e0030.0000 12.2556 12.2556 6.7000e0040.0000 12.2723 Total 632.5938 0.0550 0.0868 1.4000e0042.4700e0032.4700e0032.4700e0032.4700e0030.0000 12.2556 12.2556 6.7000e0040.0000 12.2723 Mitigated 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
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 2.0862 1.2325 15.8263 0.0503 6.2700 0.0272 6.2973 1.6665 0.0251 1.6916 0.0000 4,607.8459 4,607.8459 0.1219 0.1231 4,647.5614 Total 2.0862 1.2325 15.8263 0.0503 6.2700 0.0272 6.2973 1.6665 0.0251 1.6916 0.0000 4,607.8459 4,607.8459 0.1219 0.1231 4,647.5614 Appendix B Page 110

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile
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 166.6343 311.0334 1,798.7081 4.5891 641.6998 2.5977 644.2976 171.4312 2.4477 173.8789 0.0000 424,680.7633 424,680.7633 18.8916 23.7121 432,219.2426 Unmitigated 166.6343 311.0334 1,798.7081 4.5891 641.6998 2.5977 644.2976 171.4312 2.4477 173.8789 0.0000 424,680.7633 424,680.7633 18.8916 23.7121 432,219.2426

4.2 Trip Summary Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
City Park 580.32 1,458.24 1629.36 1,826,580 1,826,580
Condo/Townhouse 123,751.92 137,614.84 106169.68 360,995,596 360,995,596 Government Office Building 179,511.89 0.00 0.00 219,886,731 219,886,731 Office Park 48,966.15 7,254.24 3361.72 91,458,957 91,458,957 Parking Lot 0.00 0.00 0.00
Regional Shopping Center 169,215.13 206,733.82 94581.17 287,389,365 287,389,365 Research & Development 32,631.03 5,506.12 3216.74 61,538,401 61,538,401 Single Family Housing 239,379.52 241,915.32 216810.90 692,918,651 692,918,651 Total 794,035.96 600,482.59 425,769.57 1,716,014,281 1,716,014,281

4.3 Trip Type Information
Appendix B Page 111
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 City Park 9.50 7.30 7.30 33.00 48.00 19.00 66 28 6
Condo/Townhouse 10.80 7.30 7.50 48.40 15.90 35.70 86 11 3 Government Office Building 9.50 7.30 7.30 33.00 62.00 5.00 50 34 16 Office Park 9.50 7.30 7.30 33.00 48.00 19.00 82 15 3
Parking Lot 9.50 7.30 7.30 0.00 0.00 0.00 0 0 0
Regional Shopping Center 9.50 7.30 7.30 16.30 64.70 19.00 54 35 11 Research & Development 9.50 7.30 7.30 33.00 48.00 19.00 82 15 3 Single Family Housing 10.80 7.30 7.50 48.40 15.90 35.70 86 11 3

4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH City Park 0.561872 0.058143 0.178411 0.118389 0.017812 0.004953 0.015017 0.021690 0.000617 0.000260 0.019980 0.000788 0.002069 Condo/Townhouse 0.561872 0.058143 0.178411 0.118389 0.017812 0.004953 0.015017 0.021690 0.000617 0.000260 0.019980 0.000788 0.002069 Government Office Building 0.561872 0.058143 0.178411 0.118389 0.017812 0.004953 0.015017 0.021690 0.000617 0.000260 0.019980 0.000788 0.002069 Office Park 0.561872 0.058143 0.178411 0.118389 0.017812 0.004953 0.015017 0.021690 0.000617 0.000260 0.019980 0.000788 0.002069 Parking Lot 0.561872 0.058143 0.178411 0.118389 0.017812 0.004953 0.015017 0.021690 0.000617 0.000260 0.019980 0.000788 0.002069 Regional Shopping Center 0.561872 0.058143 0.178411 0.118389 0.017812 0.004953 0.015017 0.021690 0.000617 0.000260 0.019980 0.000788 0.002069 Research & Development 0.561872 0.058143 0.178411 0.118389 0.017812 0.004953 0.015017 0.021690 0.000617 0.000260 0.019980 0.000788 0.002069 Single Family Housing 0.561872 0.058143 0.178411 0.118389 0.017812 0.004953 0.015017 0.021690 0.000617 0.000260 0.019980 0.000788 0.002069

5.0 Energy Detail
Historical Energy Use: N

5.1 Mitigation Measures Energy
Appendix B Page 112
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 46,269.6137 46,269.6137 7.4855 0.9073 46,727.1381 Electricity
Unmitigated

0.0000 0.0000 0.0000 0.0000 0.0000 46,269.6137 46,269.6137 7.4855 0.9073 46,727.1381 NaturalGas
Mitigated

6.4741 56.2355 30.2284 0.3531 4.4730 4.4730 4.4730 4.4730 0.0000 64,070.8729 64,070.8729 1.2280 1.1746 64,451.6140 NaturalGas
Unmitigated

6.4741 56.2355 30.2284 0.3531 4.4730 4.4730 4.4730 4.4730 0.0000 64,070.8729 64,070.8729 1.2280 1.1746 64,451.6140 Appendix B Page 113

5.2 Energy by Land Use - NaturalGas
Unmitigated
NaturalGas
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
City Park 0 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 Condo/Townhouse 2.81092e+008 1.5157 12.9523 5.5116 0.0827 1.0472 1.0472 1.0472 1.0472 0.0000 15,000.1489 15,000.1489 0.2875 0.2750 15,089.2872 Government Office
Building

1.02669e+008 0.5536 5.0328 4.2276 0.0302 0.3825 0.3825 0.3825 0.3825 0.0000 5,478.8109 5,478.8109 0.1050 0.1004 5,511.3687 Office Park 9.97901e+007 0.5381 4.8917 4.1090 0.0294 0.3718 0.3718 0.3718 0.3718 0.0000 5,325.1797 5,325.1797 0.1021 0.0976 5,356.8246 Parking Lot 0 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 Regional
Shopping Center

4.75595e+007 0.2565 2.3314 1.9583 0.0140 0.1772 0.1772 0.1772 0.1772 0.0000 2,537.9580 2,537.9580 0.0486 0.0465 2,553.0398 Research &
Development

5.99878e+007 0.3235 2.9406 2.4701 0.0176 0.2235 0.2235 0.2235 0.2235 0.0000 3,201.1760 3,201.1760 0.0614 0.0587 3,220.1990 Single Family
Housing

6.09544e+008 3.2868 28.0868 11.9519 0.1793 2.2709 2.2709 2.2709 2.2709 0.0000 32,527.5994 32,527.5994 0.6235 0.5963 32,720.8947 Total 6.4741 56.2355 30.2284 0.3531 4.4730 4.4730 4.4730 4.4730 0.0000 64,070.8729 64,070.8729 1.2280 1.1746 64,451.6140 Appendix B Page 114
Mitigated
NaturalGas
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
City Park 0 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 Condo/Townhouse 2.81092e+008 1.5157 12.9523 5.5116 0.0827 1.0472 1.0472 1.0472 1.0472 0.0000 15,000.1489 15,000.1489 0.2875 0.2750 15,089.2872 Government Office
Building

1.02669e+008 0.5536 5.0328 4.2276 0.0302 0.3825 0.3825 0.3825 0.3825 0.0000 5,478.8109 5,478.8109 0.1050 0.1004 5,511.3687 Office Park 9.97901e+007 0.5381 4.8917 4.1090 0.0294 0.3718 0.3718 0.3718 0.3718 0.0000 5,325.1797 5,325.1797 0.1021 0.0976 5,356.8246 Parking Lot 0 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 Regional
Shopping Center

4.75595e+007 0.2565 2.3314 1.9583 0.0140 0.1772 0.1772 0.1772 0.1772 0.0000 2,537.9580 2,537.9580 0.0486 0.0465 2,553.0398 Research &
Development

5.99878e+007 0.3235 2.9406 2.4701 0.0176 0.2235 0.2235 0.2235 0.2235 0.0000 3,201.1760 3,201.1760 0.0614 0.0587 3,220.1990 Single Family
Housing

6.09544e+008 3.2868 28.0868 11.9519 0.1793 2.2709 2.2709 2.2709 2.2709 0.0000 32,527.5994 32,527.5994 0.6235 0.5963 32,720.8947 Total 6.4741 56.2355 30.2284 0.3531 4.4730 4.4730 4.4730 4.4730 0.0000 64,070.8729 64,070.8729 1.2280 1.1746 64,451.6140 Appendix B Page 115

5.3 Energy by Land Use - Electricity
Unmitigated
Electricity Use Total CO2 CH4 N2O CO2e
Land Use kWh/yr tons/yr MT/yr
City Park 0 0.0000 0.0000 0.0000 0.0000
Condo/Townhouse 8.36108e+007 7,735.9885 1.2515 0.1517 7,812.4837 Government Office
Building

7.02472e+007 6,499.5393 1.0515 0.1275 6,563.8082
Office Park 4.98508e+007 4,612.3856 0.7462 0.0905 4,657.9939 Parking Lot 3.3718e+007 3,119.7145 0.5047 0.0612 3,150.5629 Regional
Shopping Center

3.55016e+007 3,284.7381 0.5314 0.0644 3,317.2183
Research &
Development

2.49514e+007 2,308.6009 0.3735 0.0453 2,331.4289
Single Family
Housing

2.02204e+008 18,708.6469 3.0267 0.3669 18,893.6422
Total 46,269.6138 7.4855 0.9073 46,727.1381
Appendix B Page 116
Mitigated
Electricity Use Total CO2 CH4 N2O CO2e
Land Use kWh/yr tons/yr MT/yr
City Park 0 0.0000 0.0000 0.0000 0.0000
Condo/Townhouse 8.36108e+007 7,735.9885 1.2515 0.1517 7,812.4837 Government Office
Building

7.02472e+007 6,499.5393 1.0515 0.1275 6,563.8082
Office Park 4.98508e+007 4,612.3856 0.7462 0.0905 4,657.9939 Parking Lot 3.3718e+007 3,119.7145 0.5047 0.0612 3,150.5629 Regional
Shopping Center

3.55016e+007 3,284.7381 0.5314 0.0644 3,317.2183
Research &
Development

2.49514e+007 2,308.6009 0.3735 0.0453 2,331.4289
Single Family
Housing

2.02204e+008 18,708.6469 3.0267 0.3669 18,893.6422
Total 46,269.6138 7.4855 0.9073 46,727.1381

6.0 Area Detail

6.1 Mitigation Measures Area
Use Low VOC Paint - Residential Interior
Use Low VOC Paint - Residential Exterior
Appendix B Page 117
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 1,100.1856 19.4254 320.2306 0.1176 3.0223 3.0223 3.0223 3.0223 0.0000 18,823.7763 18,823.7763 0.8442 0.3357 18,944.9105 Unmitigated 1,246.9598 19.4254 320.2306 0.1176 3.0223 3.0223 3.0223 3.0223 0.0000 18,823.7763 18,823.7763 0.8442 0.3357 18,944.9105

6.2 Area by SubCategory
Unmitigated
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
235.9020 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products
999.7654 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 1.8500 15.8095 6.7274 0.1009 1.2782 1.2782 1.2782 1.2782 0.0000 18,309.0774 18,309.0774 0.3509 0.3357 18,417.8791 Landscaping 9.4423 3.6159 313.5032 0.0167 1.7441 1.7441 1.7441 1.7441 0.0000 514.6990 514.6990 0.4933 0.0000 527.0315 Total 1,246.9598 19.4254 320.2306 0.1176 3.0223 3.0223 3.0223 3.0223 0.0000 18,823.7763 18,823.7763 0.8442 0.3357 18,944.9105 Appendix B Page 118
Mitigated
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

89.1278 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products
999.7654 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 1.8500 15.8095 6.7274 0.1009 1.2782 1.2782 1.2782 1.2782 0.0000 18,309.0774 18,309.0774 0.3509 0.3357 18,417.8791 Landscaping 9.4423 3.6159 313.5032 0.0167 1.7441 1.7441 1.7441 1.7441 0.0000 514.6990 514.6990 0.4933 0.0000 527.0315 Total 1,100.1856 19.4254 320.2306 0.1176 3.0223 3.0223 3.0223 3.0223 0.0000 18,823.7763 18,823.7763 0.8442 0.3357 18,944.9105

7.0 Water Detail

7.1 Mitigation Measures Water
Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 7,007.9313 224.8171 5.3846 14,232.9781
Appendix B Page 119
Unmitigated 7,007.9313 224.8171 5.3846 14,232.9781
Appendix B Page 120

7.2 Water by Land Use
Unmitigated
Indoor/Outdoor
Use
Total CO2 CH4 N2O CO2e
Land Use Mgal tons/yr MT/yr
City Park 0 / 886.462 287.0659 0.0464 5.6300e003289.9044 Condo/Townhouse 1101.49 /
694.42
1,125.7882 36.0178 0.8627 2,283.3224
Government Office
Building
1578.65 /
967.562
1,604.5090 51.6190 1.2363 3,263.3901
Office Park 786.173 /
481.848
799.0495 25.7064 0.6157 1,625.1765
Parking Lot 0 / 0 0.0000 0.0000 0.0000 0.0000
Regional
Shopping Center
332.032 /
203.503
337.4697 10.8568 0.2600 686.3753
Research &
Development
1424.91 / 0 1,165.4334 46.5461 1.1103 2,659.9608
Single Family
Housing
1652.18 /
1041.59
1,688.6157 54.0246 1.2940 3,424.8486
Total 7,007.9313 224.8171 5.3846 14,232.9781
Appendix B Page 121
Mitigated
Indoor/Outdoor
Use
Total CO2 CH4 N2O CO2e
Land Use Mgal tons/yr MT/yr
City Park 0 / 886.462 287.0659 0.0464 5.6300e003289.9044 Condo/Townhouse 1101.49 /
694.42
1,125.7882 36.0178 0.8627 2,283.3224
Government Office
Building
1578.65 /
967.562
1,604.5090 51.6190 1.2363 3,263.3901
Office Park 786.173 /
481.848
799.0495 25.7064 0.6157 1,625.1765
Parking Lot 0 / 0 0.0000 0.0000 0.0000 0.0000
Regional
Shopping Center
332.032 /
203.503
337.4697 10.8568 0.2600 686.3753
Research &
Development
1424.91 / 0 1,165.4334 46.5461 1.1103 2,659.9608
Single Family
Housing
1652.18 /
1041.59
1,688.6157 54.0246 1.2940 3,424.8486
Total 7,007.9313 224.8171 5.3846 14,232.9781

8.0 Waste Detail

8.1 Mitigation Measures Waste
Category/Year
Appendix B Page 122
Total CO2 CH4 N2O CO2e
tons/yr MT/yr
Mitigated 10,226.7253 604.3822 0.0000 25,336.2791
Unmitigated 10,226.7253 604.3822 0.0000 25,336.2791
Appendix B Page 123

8.2 Waste by Land Use
Unmitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons tons/yr MT/yr
City Park 63.98 12.9874 0.7675 0.0000 32.1756
Condo/Townhouse 7776.76 1,578.6120 93.2933 0.0000 3,910.9444 Government Office
Building
7390.26 1,500.1560 88.6567 0.0000 3,716.5730
Office Park 4113.69 835.0419 49.3496 0.0000 2,068.7810
Parking Lot 0 0.0000 0.0000 0.0000 0.0000
Regional
Shopping Center
4706.65 955.4074 56.4630 0.0000 2,366.9814
Research &
Development
220.22 44.7027 2.6419 0.0000 110.7490
Single Family
Housing
26108.6 5,299.8180 313.2103 0.0000 13,130.0747
Total 10,226.7253 604.3822 0.0000 25,336.2791
Appendix B Page 124
Mitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons tons/yr MT/yr
City Park 63.98 12.9874 0.7675 0.0000 32.1756
Condo/Townhouse 7776.76 1,578.6120 93.2933 0.0000 3,910.9444 Government Office
Building
7390.26 1,500.1560 88.6567 0.0000 3,716.5730
Office Park 4113.69 835.0419 49.3496 0.0000 2,068.7810
Parking Lot 0 0.0000 0.0000 0.0000 0.0000
Regional
Shopping Center
4706.65 955.4074 56.4630 0.0000 2,366.9814
Research &
Development
220.22 44.7027 2.6419 0.0000 110.7490
Single Family
Housing
26108.6 5,299.8180 313.2103 0.0000 13,130.0747
Total 10,226.7253 604.3822 0.0000 25,336.2791

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
Appendix B Page 125
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

11.0 Vegetation
Appendix B Page 126

THIS PAGE INTENTIONALLY LEFT BLANK
City of Fresno—Fresno Southeast Development Area Specific Plan Project Draft Program EIR
FirstCarbon Solutions
Appendix C:

Biological Resources Supporting Information

THIS PAGE INTENTIONALLY LEFT BLANK
City of Fresno—Fresno Southeast Development Area Specific Plan Project Draft Program EIR
FirstCarbon Solutions
C.1 - California Natural Diversity Database Results

THIS PAGE INTENTIONALLY LEFT BLANK
Species Element Code Federal Status State Status Global Rank State Rank Rare Plant
Rank/CDFW
SSC or FP
Agelaius tricolor
tricolored blackbird
ABPBXB0020 None Threatened G1G2 S1S2 SSC
Ambystoma californiense pop. 1
California tiger salamander - central California DPS
AAAAA01181 Threatened Threatened G2G3T3 S3 WL
Anniella pulchra
Northern California legless lizard
ARACC01020 None None G3 S3 SSC
Arizona elegans occidentalis
California glossy snake
ARADB01017 None None G5T2 S2 SSC
Athene cunicularia
burrowing owl
ABNSB10010 None None G4 S3 SSC
Bombus crotchii
Crotch bumble bee
IIHYM24480 None None G2 S1S2
Branchinecta lynchi
vernal pool fairy shrimp
ICBRA03030 Threatened None G3 S3
Branchinecta mesovallensis
midvalley fairy shrimp
ICBRA03150 None None G2 S2S3
Buteo swainsoni
Swainson's hawk
ABNKC19070 None Threatened G5 S3
Carex comosa
bristly sedge
PMCYP032Y0 None None G5 S2 2B.1
Castilleja campestris var. succulenta
succulent owl's-clover
PDSCR0D3Z1 Threatened Endangered G4?T2T3 S2S3 1B.2
Caulanthus californicus
California jewelflower
PDBRA31010 Endangered Endangered G1 S1 1B.1
Coccyzus americanus occidentalis
western yellow-billed cuckoo
ABNRB02022 Threatened Endangered G5T2T3 S1
Desmocerus californicus dimorphus
valley elderberry longhorn beetle
IICOL48011 Threatened None G3T2T3 S3
Efferia antiochi
Antioch efferian robberfly
IIDIP07010 None None G1G2 S1S2
Emys marmorata
western pond turtle
ARAAD02030 None None G3G4 S3 SSC
Eryngium spinosepalum
spiny-sepaled button-celery
PDAPI0Z0Y0 None None G2 S2 1B.2
Imperata brevifolia
California satintail
PMPOA3D020 None None G4 S3 2B.1
Lagophylla dichotoma
forked hare-leaf
PDAST5J070 None None G2 S2 1B.1
Quad<span style='color:Red'> IS </span>(Malaga (3611966)<span style='color:Red'> OR </span>Sanger (3611965)<span style='color:Red'> OR </span>Round Mountain (3611975)<span style='color:Red'> OR </span>Clovis (3611976)) Query Criteria:

Report Printed on Thursday, May 05, 2022
Commercial Version -- Dated May, 1 2022 -- Biogeographic Data Branch Page 1 of 2 Information Expires 11/1/2022
Selected Elements by Scientific Name
California Department of Fish and Wildlife
California Natural Diversity Database
Species Element Code Federal Status State Status Global Rank State Rank Rare Plant
Rank/CDFW
SSC or FP
Leptosiphon serrulatus
Madera leptosiphon
PDPLM09130 None None G3 S3 1B.2
Linderiella occidentalis
California linderiella
ICBRA06010 None None G2G3 S2S3
Lytta molesta
molestan blister beetle
IICOL4C030 None None G2 S2
Metapogon hurdi
Hurd's metapogon robberfly
IIDIP08010 None None G1G2 S1S2
Nannopterum auritum
double-crested cormorant
ABNFD01020 None None G5 S4 WL
Northern Hardpan Vernal Pool
Northern Hardpan Vernal Pool
CTT44110CA None None G3 S3.1
Phrynosoma blainvillii
coast horned lizard
ARACF12100 None None G3G4 S3S4 SSC
Pseudobahia peirsonii
San Joaquin adobe sunburst
PDAST7P030 Threatened Endangered G1 S1 1B.1
Sagittaria sanfordii
Sanford's arrowhead
PMALI040Q0 None None G3 S3 1B.2
Spea hammondii
western spadefoot
AAABF02020 None None G2G3 S3 SSC
Taxidea taxus
American badger
AMAJF04010 None None G5 S3 SSC
Tuctoria greenei
Greene's tuctoria
PMPOA6N010 Endangered Rare G1 S1 1B.1
Vireo bellii pusillus
least Bell's vireo
ABPBW01114 Endangered Endangered G5T2 S2
Vulpes macrotis mutica
San Joaquin kit fox
AMAJA03041 Endangered Threatened G4T2 S2
Record Count: 33
Report Printed on Thursday, May 05, 2022
Commercial Version -- Dated May, 1 2022 -- Biogeographic Data Branch Page 2 of 2 Information Expires 11/1/2022
Selected Elements by Scientific Name
California Department of Fish and Wildlife
California Natural Diversity Database
City of Fresno—Fresno Southeast Development Area Specific Plan Project Draft Program EIR
FirstCarbon Solutions
C.2 - California Native Plant Society Inventory Results

THIS PAGE INTENTIONALLY LEFT BLANK
5/5/22, 12:43 PM CNPS Rare Plant Inventory | Search Results https://rareplants.cnps.org/Search/result?frm=T&crpr=1A:1B:2A:2B&fesa=FE:FT:FC&cesa=CE:CT:CR:CE:CT&fsao=or&sl=1&quad=3611965:3611966:3611976:3611975: 1/1 Search Results
CNPS Rare Plant Inventory
4 matches found. Click on scientific name for details
Search Criteria: CRPR is one of [1A:1B:2A:2B] Fed List is one of [FE:FT:FC] or State List is one of [CE:CT:CR:CE:CT] , Quad is one of [3611965:3611966:3611976:3611975]
▲ SCIENTIFIC
NAME
COMMON

NAME FAMILY LIFEFORM

BLOOMING
PERIOD
FED
LIST
STATE
LIST
GLOBAL
RANK
STATE
RANK

CA RARE
PLANT

RANK PHOTO
Castilleja
campestris var.
succulenta
succulent
owl's-clover
Orobanchaceae annual herb
(hemiparasitic)
(Mar)AprMayFT CE G4?T2T3 S2S3 1B.2
No Photo
Available
Caulanthus
californicus
California
jewelflower
Brassicaceae annual herb Feb-May FE CE G1 S1 1B.1
No Photo
Available
Pseudobahia
peirsonii
San Joaquin
adobe sunburst
Asteraceae annual herb Feb-Apr FT CE G1 S1 1B.1
No Photo
Available
Tuctoria greenei Greene's
tuctoria
Poaceae annual herb MayJul(Sep)FE CR G1 S1 1B.1
©2008 F.

Gauna
Showing 1 to 4 of 4 entries
Suggested Citation:

California Native Plant Society, Rare Plant Program. 2022. Rare Plant Inventory (online edition, v9-01 1.5). Website https://www.rareplants.cnps.org [accessed 5 May 2022].

CONTACT US
Send questions and comments
to [email protected].

ABOUT THIS WEBSITE
About the Inventory
Release Notes
Advanced Search
Glossary

ABOUT CNPS
About the Rare Plant Program
CNPS Home Page
About CNPS
Join CNPS

CONTRIBUTORS
The Calflora Database
The California Lichen Society
California Natural Diversity
Database
The Jepson Flora Project
The Consortium of California
Herbaria
CalPhotos
Copyright © 2010-2022 California Native Plant Society. All rights reserved.

City of Fresno—Fresno Southeast Development Area Specific Plan Project Draft Program EIR
FirstCarbon Solutions
C.3 - Project Species List

THIS PAGE INTENTIONALLY LEFT BLANK
Project Species List 1
Scientific Name Common
Name
Taxonomy
Group
Elm Code Total
Occurances
Federal
Listing
California
Listing G Rank S Rank Rare Plant Rank Other Status Habitats General Habitat Micro Habitat Return Occurances Agelaius tricolor tricolored
blackbird
Birds ABPBXB0020 955 None Threatened G1G2 S1S2 BLM_S-Sensitive | CDFW_SSCSpecies of Special Concern | IUCN_EN-Endangered |
NABCI_RWL-Red Watch List |
USFWS_BCC-Birds of
Conservation Concern
Freshwater marsh | Marsh & swamp | Swamp |
Wetland
Highly colonial species, most
numerous in Central Valley and
vicinity. Largely endemic to
California.

Requires open water,
protected nesting
substrate, and foraging
area with insect prey
within a few km of the
colony.
6 Ambystoma
californiense
pop. 1
California
tiger
salamander -
central
California DPS
Amphibians AAAAA01181 1265 Threatened Threatened G2G3T3 S3 CDFW_WL-Watch List | IUCN_VU-Vulnerable
Cismontane woodland | Meadow & seep | Riparian
woodland | Valley & foothill grassland | Vernal pool |
Wetland
Lives in vacant or mammaloccupied burrows throughout
most of the year; in grassland,
savanna, or open woodland
habitats.

Need underground
refuges, especially ground
squirrel burrows, and
vernal pools or other
seasonal water sources for
breeding.
12 Anniella pulchra Northern
California
legless lizard
Reptiles ARACC01020 383 None None G3 S3 CDFW_SSC-Species of Special Concern | USFS_S-Sensitive
Chaparral | Coastal dunes | Coastal scrub Sandy or loose loamy soils under sparse vegetation.

Soil moisture is essential.

They prefer soils with a
high moisture content.
1 Arizona elegans
occidentalis
California
glossy snake
Reptiles ARADB01017 260 None None G5T2 S2 CDFW_SSC-Species of Special Concern
Patchily distributed from the
eastern portion of San Francisco
Bay, southern San Joaquin Valley,
and the Coast, Transverse, and
Peninsular ranges, south to Baja
California.

Generalist reported from a
range of scrub and
grassland habitats, often
with loose or sandy soils.
1 Athene
cunicularia
burrowing owl Birds ABNSB10010 2011 None None G4 S3 BLM_S-Sensitive | CDFW_SSCSpecies of Special Concern | IUCN_LC-Least Concern |
USFWS_BCC-Birds of
Conservation Concern
Coastal prairie | Coastal scrub | Great Basin grassland | Great Basin scrub | Mojavean desert scrub | Sonoran
desert scrub | Valley & foothill grassland
Open, dry annual or perennial
grasslands, deserts, and
scrublands characterized by lowgrowing vegetation.

Subterranean nester,
dependent upon
burrowing mammals, most
notably, the California
ground squirrel.
3 Branchinecta
lynchi
vernal pool
fairy shrimp
Crustaceans ICBRA03030 795 Threatened None G3 S3 IUCN_VU-Vulnerable Valley & foothill grassland | Vernal pool | Wetland Endemic to the grasslands of the Central Valley, Central Coast
mountains, and South Coast
mountains, in astatic rain-filled
pools.

Inhabit small, clear-water
sandstone-depression
pools and grassed swale,
earth slump, or basalt-flow
depression pools.
9 Buteo swainsoni Swainson's
hawk
Birds ABNKC19070 2547 None Threatened G5 S3 BLM_S-Sensitive | IUCN_LCLeast ConcernGreat Basin grassland | Riparian forest | Riparian woodland | Valley & foothill grassland
Breeds in grasslands with
scattered trees, juniper-sage flats,
riparian areas, savannahs, and
agricultural or ranch lands with
groves or lines of trees.

Requires adjacent suitable
foraging areas such as
grasslands, or alfalfa or
grain fields supporting
rodent populations.
2 Carex comosa bristly sedge Monocots PMCYP032Y0 31 None None G5 S2 2B.1 IUCN_LC-Least Concern Coastal prairie | Freshwater marsh | Marsh & swamp | Valley & foothill grassland | Wetland
Marshes and swamps, coastal
prairie, valley and foothill
grassland.

Lake margins, wet places;
site below sea level is on a
Delta island. -5-1010 m.
1 Castilleja
campestris var.
succulenta
succulent
owl's-clover
Dicots PDSCR0D3Z1 99 Threatened Endangered G4?T2T3 S2S3 1B.2 Vernal pool | Wetland Vernal pools. Moist places, often in acidic soils. 20-705 m.
2 Caulanthus
californicus
California
jewelflower
Dicots PDBRA31010 67 Endangered Endangered G1 S1 1B.1 SB_CalBG/RSABGCalifornia/Rancho Santa Ana Botanic Garden | SB_SBBGSanta Barbara Botanic Garden
| SB_UCBG-UC Botanical
Garden at Berkeley
Chenopod scrub | Pinon & juniper woodlands | Valley &
foothill grassland
Chenopod scrub, valley and
foothill grassland, pinyon and
juniper woodland.

Sandy soils. 65-1860 m. 1
Coccyzus
americanus
occidentalis
western
yellow-billed
cuckoo
Birds ABNRB02022 165 Threatened Endangered G5T2T3 S1 BLM_S-Sensitive | NABCI_RWL-Red Watch List |
USFS_S-Sensitive
Riparian forest Riparian forest nester, along the
broad, lower flood-bottoms of
larger river systems.

Nests in riparian jungles of
willow, often mixed with
cottonwoods, with lower
story of blackberry, nettles,
or wild grape.
1 Desmocerus
californicus
dimorphus
valley
elderberry
longhorn
beetle
Insects IICOL48011 271 Threatened None G3T2T3 S3 Riparian scrub Occurs only in the Central Valley of California, in association with
blue elderberry (Sambucus
mexicana).

Prefers to lay eggs in
elderberries 2-8 inches in
diameter; some preference
shown for "stressed"
elderberries.
8 Project Species List 2
Emys
marmorata
western pond
turtle
Reptiles ARAAD02030 1404 None None G3G4 S3 BLM_S-Sensitive | CDFW_SSCSpecies of Special Concern | IUCN_VU-Vulnerable |
USFS_S-Sensitive
Aquatic | Artificial flowing waters | Klamath/North
coast flowing waters | Klamath/North coast standing
waters | Marsh & swamp | Sacramento/San Joaquin
flowing waters | Sacramento/San Joaquin standing
waters | South coast flowing waters | South coast
standing waters | Wetland
A thoroughly aquatic turtle of
ponds, marshes, rivers, streams
and irrigation ditches, usually with
aquatic vegetation, below 6000 ft
elevation.

Needs basking sites and
suitable (sandy banks or
grassy open fields) upland
habitat up to 0.5 km from
water for egg-laying.
1 Eryngium
spinosepalum
spiny-sepaled
button-celery
Dicots PDAPI0Z0Y0 108 None None G2 S2 1B.2 BLM_S-Sensitive Valley & foothill grassland | Vernal pool | Wetland Vernal pools, valley and foothill grassland.

Some sites on clay soil of
granitic origin; vernal
pools, within grassland. 15-
1270 m.
1 Imperata
brevifolia
California
satintail
Monocots PMPOA3D020 32 None None G4 S3 2B.1 SB_CalBG/RSABGCalifornia/Rancho Santa Ana Botanic Garden | SB_SBBGSanta Barbara Botanic Garden
| USFS_S-Sensitive
Chaparral | Coastal scrub | Meadow & seep | Mojavean
desert scrub | Riparian scrub | Wetland
Coastal scrub, chaparral, riparian
scrub, mojavean desert scrub,
meadows and seeps (alkali),
riparian scrub.

Mesic sites, alkali seeps,
riparian areas. 3-1495 m.
1 Lagophylla
dichotoma
forked hareleafDicots PDAST5J070 7 None None G2 S2 1B.1 Cismontane woodland | Valley & foothill grassland Cismontane woodland, valley and foothill grassland.

Sometimes clay. 190-335
m.
1 Leptosiphon
serrulatus
Madera
leptosiphon
Dicots PDPLM09130 27 None None G3 S3 1B.2 BLM_S-Sensitive | USFS_SSensitiveCismontane woodland | Lower montane coniferous forest
Cismontane woodland, lower
montane coniferous forest.

Dry slopes; often on
decomposed granite in
woodland. 80-1645 m.
1 Nannopterum
auritum
doublecrested
cormorant
Birds ABNFD01020 39 None None G5 S4 CDFW_WL-Watch List | IUCN_LC-Least Concern
Riparian forest | Riparian scrub | Riparian woodland Colonial nester on coastal cliffs, offshore islands, and along lake
margins in the interior of the
state.

Nests along coast on
sequestered islets, usually
on ground with sloping
surface, or in tall trees
along lake margins.
1 Northern
Hardpan Vernal
Pool
Northern
Hardpan
Vernal Pool
Herbaceous CTT44110CA 126 None None G3 S3.1 Vernal pool | Wetland 1 Phrynosoma
blainvillii
coast horned
lizard
Reptiles ARACF12100 784 None None G3G4 S3S4 BLM_S-Sensitive | CDFW_SSCSpecies of Special Concern | IUCN_LC-Least Concern
Chaparral | Cismontane woodland | Coastal bluff scrub
| Coastal scrub | Desert wash | Pinon & juniper
woodlands | Riparian scrub | Riparian woodland |
Valley & foothill grassland
Frequents a wide variety of
habitats, most common in
lowlands along sandy washes with
scattered low bushes.

Open areas for sunning,
bushes for cover, patches
of loose soil for burial, and
abundant supply of ants
and other insects.
1 Pseudobahia
peirsonii
San Joaquin
adobe
sunburst
Dicots PDAST7P030 51 Threatened Endangered G1 S1 1B.1 SB_CalBG/RSABGCalifornia/Rancho Santa Ana Botanic Garden
Cismontane woodland | Valley & foothill grassland Valley and foothill grassland, cismontane woodland.

Grassy valley floors and
rolling foothills in heavy
clay soil. 115-795 m.
5 Sagittaria
sanfordii
Sanford's
arrowhead
Monocots PMALI040Q0 143 None None G3 S3 1B.2 BLM_S-Sensitive Marsh & swamp | Wetland Marshes and swamps. In standing or slow-moving freshwater ponds,
marshes, and ditches. 0-
605 m.
4 Spea
hammondii
western
spadefoot
Amphibians AAABF02020 1422 None None G2G3 S3 BLM_S-Sensitive | CDFW_SSCSpecies of Special Concern | IUCN_NT-Near Threatened
Cismontane woodland | Coastal scrub | Valley & foothill grassland | Vernal pool | Wetland
Occurs primarily in grassland
habitats, but can be found in
valley-foothill hardwood
woodlands.

Vernal pools are essential
for breeding and egglaying.
10 Taxidea taxus American
badger
Mammals AMAJF04010 594 None None G5 S3 CDFW_SSC-Species of Special Concern | IUCN_LC-Least
Concern
Alkali marsh | Alkali playa | Alpine | Alpine dwarf scrub | Bog & fen | Brackish marsh | Broadleaved upland
forest | Chaparral | Chenopod scrub | Cismontane
woodland | Closed-cone coniferous forest | Coastal
bluff scrub | Coastal dunes | Coastal prairie | Coastal scrub | Desert dunes | Desert wash | Freshwater marsh
| Great Basin grassland | Great Basin scrub | Interior
dunes | Ione formation | Joshua tree woodland |
Limestone | Lower montane coniferous forest | Marsh
& swamp | Meadow & seep | Mojavean desert scrub |
Montane dwarf scrub | North coast coniferous forest |
Oldgrowth | Pavement plain | Redwood | Riparian
forest | Riparian scrub | Riparian woodland | Salt marsh | Sonoran desert scrub | Sonoran thorn woodland |
Ultramafic | Upper montane coniferous forest | Upper
Sonoran scrub | Valley & foothill grassland
Most abundant in drier open
stages of most shrub, forest, and
herbaceous habitats, with friable
soils.

Needs sufficient food,
friable soils and open,
uncultivated ground. Preys
on burrowing rodents. Digs
burrows.
1 Tuctoria greenei Greene's
tuctoria
Monocots PMPOA6N010 50 Endangered Rare G1 S1 1B.1 Vernal pool | Wetland Vernal pools. Vernal pools in open grasslands. 25-1325 m.
3 Project Species List 3
Vireo bellii
pusillus
least Bell's
vireo
Birds ABPBW01114 504 Endangered Endangered G5T2 S2 IUCN_NT-Near Threatened | NABCI_YWL-Yellow Watch List
Riparian forest | Riparian scrub | Riparian woodland Summer resident of Southern California in low riparian in vicinity
of water or in dry river bottoms;
below 2000 ft.

Nests placed along margins
of bushes or on twigs
projecting into pathways,
usually willow, Baccharis,
mesquite.
2 Vulpes macrotis
mutica
San Joaquin
kit fox
Mammals AMAJA03041 1020 Endangered Threatened G4T2 S2 Chenopod scrub | Valley & foothill grassland Annual grasslands or grassy open stages with scattered shrubby
vegetation.

Need loose-textured sandy
soils for burrowing, and
suitable prey base.
1 City of Fresno—Fresno Southeast Development Area Specific Plan Project Draft Program EIR
FirstCarbon Solutions
Appendix D:

Cultural and Tribal Cultural Resources Supporting Information

THIS PAGE INTENTIONALLY LEFT BLANK
City of Fresno—Fresno Southeast Development Area Specific Plan Project Draft Program EIR
FirstCarbon Solutions
D.1 - Record Search Maps

THIS PAGE INTENTIONALLY LEFT BLANK
31680033 • 04/2022 | 31680033_record_search_map_1of3.mxd Record Search Map (1 of 3)
Source: USGS Clovis & Round Mountain 7.5' Quadrangles / T13S, R21E, sections: 22, 23, 24, 25, 26, 27, 34, 35, 36 / T13S, R22E, sections: 19, 20, 29, 30, 31, 32

CITY OF FRESNO

FRESNO SOUTHEAST DEVELOPMENT AREA SPECIFIC PLAN PROJECT 2,000 1,000 0 2,000
Feet
31680033 • 04/2022 | 31680033_record_search_map_2of3.mxd Record Search Map (2 of 3)
Source: USGS Clovis, Round Mountain, Malaga, & Sanger 7.5' Quadrangles / T13S, R21E, sections: 34, 35, 36 / T13S, R22E, sections: 31 / T14S, R21E, sections: 1, 2, 3, 10, 11, 12, 13, 14, 15, 16, 17 / T14S, R22E, sections: 6, 7, 18

CITY OF FRESNO

FRESNO SOUTHEAST DEVELOPMENT AREA SPECIFIC PLAN PROJECT 2,000 1,000 0 2,000
Feet
31680033 • 04/2022 | 31680033_record_search_map_3of3.mxd Record Search Map (3 of 3)
Source: USGS Malaga, & Sanger 7.5' Quadrangles / T14S, R21E, sections: 13, 14, 15, 16, 17, 20, 21, 22, 23, 24, 26, 27, 28, 29 / T14S, R22E, sections: 18, 19

CITY OF FRESNO

FRESNO SOUTHEAST DEVELOPMENT AREA SPECIFIC PLAN PROJECT 2,000 1,000 0 2,000
Feet

THIS PAGE INTENTIONALLY LEFT BLANK
City of Fresno—Fresno Southeast Development Area Specific Plan Project Draft Program EIR
FirstCarbon Solutions
D.2 - California Historical Resources Information System Requests and Results

THIS PAGE INTENTIONALLY LEFT BLANK
California Historical Resources Information System
CHRIS Data Request Form
1 of 3
2-29-2020 Version
ACCESS AND USE AGREEMENT NO.:_______________ IC FILE NO.:________________________ To: ___________________________________________________________________ Information Center Print Name: ____________________________________________________ Date: _____________________ Affiliation: ________________________________________________________________________________ Address: _________________________________________________________________________________ City: _________________________________________ State: ________________ Zip: __________________ Phone: __________________ Fax: __________________ Email: ____________________________________ Billing Address (if different than above): _________________________________________________________ Billing Email: _______________________________________________ Billing Phone: ___________________ Project Name / Reference: ___________________________________________________________________ Project Street Address: ______________________________________________________________________ County or Counties: ________________________________________________________________________ Township/Range/UTMs: _____________________________________________________________________ USGS 7.5’ Quad(s): ________________________________________________________________________ PRIORITY RESPONSE (Additional Fee): yes / no
TOTAL FEE NOT TO EXCEED: $___________________________
(If blank, the Information Center will contact you if the fee is expected to exceed $1,000.00) Special Instructions:

Information Center Use Only
Date of CHRIS Data Provided for this Request: ___________________________________________________ Confidential Data Included in Response: yes / no
Notes: ___________________________________________________________________________________ _________________________________________________________________________________________ 2 of 3
2-29-2020 Version
California Historical Resources Information System
CHRIS Data Request Form
Mark the request form as needed. Attach a PDF of your project area (with the radius if applicable) mapped on a

7.5’ USGS topographic quadrangle to scale 1:24000 ratio 1:1 neither enlarged nor reduced and include a shapefile of your project area, if available. Shapefiles are the current CHRIS standard for submitting digital spatial data for your project area or radius. Check with the appropriate IC for current availability of digital data products.
• Documents will be provided in PDF format. Paper copies will only be provided if PDFs are not available at the time of the request or under specially arranged circumstances. • Location information will be provided as a digital map product (Custom Maps or GIS data) unless the area has not yet been digitized. In such circumstances, the IC may provide hand drawn maps. • In addition to the $150/hr. staff time fee, client will be charged the Custom Map fee when GIS is required to complete the request [e.g., a map printout or map image/PDF is requested and no GIS Data is requested, or an electronic product is requested (derived from GIS data) but no mapping is requested].

For product fees, see the CHRIS IC Fee Structure on the OHP website.

1. Map Format Choice:

Select One: Custom GIS Maps  GIS Data  Custom GIS Maps and GIS Data  No Maps  Any selection below left unmarked will be considered a "no. " Within project area Within ______ radius
yes / no yes / no
yes / no yes / no
yes / no
yes / no yes / no
yes / no
Within ______
radius
Location Information:

ARCHAEOLOGICAL Resource Locations1
NON-ARCHAEOLOGICAL Resource Locations
Report Locations1
“Other” Report Locations2

3. Database Information:
(contact the IC for product examples, or visit the SSJVIC website for examples) Within project area
ARCHAEOLOGICAL Resource Database1
List (PDF format) yes / no yes / no
Detail (PDF format)
Excel Spreadsheet
yes / no yes / no
yes / no yes / no
NON-ARCHAEOLOGICAL Resource Database
yes / no yes / no
yes / no yes / no
List (PDF format)
Detail (PDF format)
Excel Spreadsheet yes / no yes / no
Report Database1
yes / no yes / no
yes / no yes / no
yes / no yes / no
List (PDF format)
Detail (PDF format)
Excel Spreadsheet
Include “Other” Reports 2
yes / no yes / no

4. Document PDFs (paper copy only upon request):

Within project area Within ______
radius
ARCHAEOLOGICAL Resource Records1
NON-ARCHAEOLOGICAL Resource Records
Reports1
“Other” Reports2
yes / no yes / no
yes / no yes / no
yes / no yes / no
yes / no yes / no
California Historical Resources Information System
CHRIS Data Request Form

5. Eligibility Listings and Documentation:

Within project area Within ______
radius
yes / no
yes / no
yes / no
yes / no
yes / no
yes / no
yes / no
yes / no
yes / no
yes / no
yes / no
yes / no
OHP Built Environment Resources Directory3:

Directory listing only (Excel format)
Associated documentation4
OHP Archaeological Resources Directory1,5:

Directory listing only (Excel format)
Associated documentation4
California Inventory of Historic Resources (1976):

Directory listing only (PDF format)
Associated documentation4

6. Additional Information:

The following sources of information may be available through the Information Center. However, several of these sources are now available on the OHP website and can be accessed directly. The Office of Historic Preservation makes no guarantees about the availability, completeness, or accuracy of the information provided through these sources. Indicate below if the Information Center should review and provide documentation (if available) of any of the following sources as part of this request.

Caltrans Bridge Survey yes
/ no
/ no
yes
yes / no
yes / no
yes / no
yes / no
yes / no
yes / no
Ethnographic Information
Historical Literature
Historical Maps
Local Inventories
GLO and/or Rancho Plat Maps
Shipwreck Inventory
Soil Survey Maps
1 In order to receive archaeological information, requestor must meet qualifications as specified in Section III of the current version of the California Historical Resources Information System Information Center Rules of Operation Manual and be identified as an Authorized User or Conditional User under an active CHRIS Access and Use Agreement. 2 “Other” Reports GIS layer consists of report study areas for which the report content is almost entirely non-fieldwork related (e.g., local/regional history, or overview) and/or for which the presentation of the study area boundary may or may not add value to a record search.
3 Provided as Excel spreadsheets with no cost for the rows; the only cost for this component is IC staff time. Includes, but not limited to, information regarding National Register of Historic Places, California Register of Historical Resources, California State Historical Landmarks, California State Points of Historical Interest, and historic building surveys. Previously known as the HRI and then as the HPD, it is now known as the Built Environment Resources Directory (BERD). The Office of Historic Preservation compiles this documentation and it is the source of the official status codes for evaluated resources. 4 Associated documentation will vary by resource. Contact the IC for further details. 5 Provided as Excel spreadsheets with no cost for the rows; the only cost for this component is IC staff time. Previously known as the Archaeological Determinations of Eligibility, now it is known as the Archaeological Resources Directory (ARD).

The Office of Historic Preservation compiles this documentation and it is the source of the official status codes for evaluated resources.
3 of 3
2-29-2020 Version
31680033 • 04/2022 | 31680033_record_search_map_1of3.mxd Record Search Map (1 of 3)
Source: USGS Clovis & Round Mountain 7.5' Quadrangles / T13S, R21E, sections: 22, 23, 24, 25, 26, 27, 34, 35, 36 / T13S, R22E, sections: 19, 20, 29, 30, 31, 32

CITY OF FRESNO

FRESNO SOUTHEAST DEVELOPMENT AREA SPECIFIC PLAN PROJECT 2,000 1,000 0 2,000
Feet
31680033 • 04/2022 | 31680033_record_search_map_2of3.mxd Record Search Map (2 of 3)
Source: USGS Clovis, Round Mountain, Malaga, & Sanger 7.5' Quadrangles / T13S, R21E, sections: 34, 35, 36 / T13S, R22E, sections: 31 / T14S, R21E, sections: 1, 2, 3, 10, 11, 12, 13, 14, 15, 16, 17 / T14S, R22E, sections: 6, 7, 18

CITY OF FRESNO

FRESNO SOUTHEAST DEVELOPMENT AREA SPECIFIC PLAN PROJECT 2,000 1,000 0 2,000
Feet
31680033 • 04/2022 | 31680033_record_search_map_3of3.mxd Record Search Map (3 of 3)
Source: USGS Malaga, & Sanger 7.5' Quadrangles / T14S, R21E, sections: 13, 14, 15, 16, 17, 20, 21, 22, 23, 24, 26, 27, 28, 29 / T14S, R22E, sections: 18, 19

CITY OF FRESNO

FRESNO SOUTHEAST DEVELOPMENT AREA SPECIFIC PLAN PROJECT 2,000 1,000 0 2,000
Feet
4/18/2022

Dana DePietro
FirstCarbon Solutions
1350 Treat Blvd., Suite 380
Walnut Creek, CA 94597
Re: Fresno Southeast Development Area Specific Plan Project Records Search File No.: 22-160
The Southern San Joaquin Valley Information Center received your record search request for the project area referenced above, located on the Clovis, Round Mountain, Malaga, & Sanger USGS 7.5’ quad. The following reflects the results of the records search for the project area and the 0.5 mile radius:

As indicated on the data request form, the locations of resources & reports are provided in the following format: ☒ custom GIS maps ☐ GIS data
Resources within project area: 11 Resources – See list
Resources within 0.5 mile radius: 12 Resources – See list Reports within project area: 26 Reports – See List
Reports within 0.5 mile radius: 23 Reports – See list
Note:

Resource Database Printout (list): ☒ enclosed ☐ not requested ☐ nothing listed Resource Database Printout (details): ☒ enclosed ☐ not requested ☐ nothing listed Resource Digital Database Records: ☐ enclosed ☒ not requested ☐ nothing listed Report Database Printout (list): ☒ enclosed ☐ not requested ☐ nothing listed Report Database Printout (details): ☒ enclosed ☐ not requested ☐ nothing listed Report Digital Database Records: ☐ enclosed ☒ not requested ☐ nothing listed Resource Record Copies: ☒ enclosed ☐ not requested ☐ nothing listed ☐ not available Report Copies: ☒ enclosed ☐ not requested ☐ nothing listed ☐ not available Note: Only the Title Page, Table of Contents, & Executive Summary of TU-00102 was included.

OHP Built Environment Resources Directory: ☒ enclosed ☐ not requested ☐ nothing listed Archaeological Determinations of Eligibility: ☒ enclosed ☐ not requested ☐ nothing listed CA Inventory of Historic Resources (1976): ☐ enclosed ☐ not requested ☒ nothing listed Note: P-15-007046 is not listed in the BERD. The 2013 HPD page was included for this resource.

Caltrans Bridge Survey: Not available at SSJVIC; please see https://dot.ca.gov/programs/environmental-analysis/cultural-studies/california-historical-bridges-tunnels Ethnographic Information: Not available at SSJVIC
Historical Literature: Not available at SSJVIC
Historical Maps: Not available at SSJVIC; please see
http://historicalmaps.arcgis.com/usgs/
Local Inventories: Not available at SSJVIC
GLO and/or Rancho Plat Maps: Not available at SSJVIC; please see http://www.glorecords.blm.gov/search/default.aspx#searchTabIndex=0&searchByTypeIndex=1 and/or http://www.oac.cdlib.org/view?docId=hb8489p15p;developer=local;style=oac4;doc.view=items Shipwreck Inventory: Not available at SSJVIC; please see https://www.slc.ca.gov/shipwrecks/
Soil Survey Maps: Not available at SSJVIC; please see
http://websoilsurvey.nrcs.usda.gov/app/WebSoilSurvey.aspx Please forward a copy of any resulting reports from this project to the office as soon as possible. Due to the sensitive nature of archaeological site location data, we ask that you do not include resource location maps and resource location descriptions in your report if the report is for public distribution. If you have any questions regarding the results presented herein, please contact the office at the phone number listed above.

The provision of CHRIS Data via this records search response does not in any way constitute public disclosure of records otherwise exempt from disclosure under the California Public Records Act or any other law, including, but not limited to, records related to archeological site information maintained by or on behalf of, or in the possession of, the State of California, Department of Parks and Recreation, State Historic Preservation Officer, Office of Historic Preservation, or the State Historical Resources Commission.

Due to processing delays and other factors, not all of the historical resource reports and resource records that have been submitted to the Office of Historic Preservation are available via this records search. Additional information may be available through the federal, state, and local agencies that produced or paid for historical resource management work in the search area. Additionally, Native American tribes have historical resource information not in the CHRIS Inventory, and you should contact the California Native American Heritage Commission for information on local/regional tribal contacts.

Should you require any additional information for the above referenced project, reference the record search number listed above when making inquiries. Invoices for Information Center services will be sent under separate cover from the California State University, Bakersfield Accounting Office.

Thank you for using the California Historical Resources Information System (CHRIS).

Sincerely,
Jeremy E David
Assistant Coordinator
SSJVIC Record Search 22-160
Reports in PA: Reports in 0.5 mile: Resources in PA: Resources in 0.5 mile:

FR-00118 FR-00297 P-10-003930 P-10-002189
FR-00257 FR-01122 P-10-004675 P-10-004678
FR-00448 FR-01619 P-10-004724 P-10-004761
FR-00501 FR-01904 P-10-005464 P-10-005363
FR-00535 FR-01994 P-10-006048 P-10-006095
FR-00548 FR-02042 P-10-006091 P-10-006096
FR-00578 FR-02043 P-10-006092 P-10-006097
FR-01114 FR-02099 P-10-006093 P-10-006517
FR-01115 FR-02127 P-10-006094 P-10-006518
FR-01130 FR-02202 P-10-006126 P-10-006519
FR-01608 FR-02260 P-10-007030 P-10-006520
FR-01627 FR-02357 P-10-006976
FR-01661 FR-02426
FR-01748 FR-02577
FR-01797 FR-02588
FR-02044 FR-02714
FR-02059 FR-02777
FR-02223 FR-02853
FR-02356 FR-03000
FR-02439 FR-03008
FR-02453 FR-03012
FR-02507 FR-03016
FR-02579 FR-03030
FR-02629
FR-02705
FR-02751
Report List
Report No. Other IDs Year Author(s) Title Affiliation Resources SSJVIC Record Search 22-160
FR-00118 1991 Cultural Resources Survey for Rural
Residential Development of Tract #4249 in
Fresno County
Michael Paoli and
Associates
NADB-R - 1141390 Bissonnette, Linda Dick
FR-00257 1990 Historic Property Survey Report Route 180 Chestnut Avenue to Highland Avenue; 06-
FRE-180, R60.9/R6736 06250-342400
DeLeuw, Cather and
Company; David Chavez
Associates
Caltrans - 06-FRE180 R60.9/R67.6
06250-342400
FR-00297 1993 Cultural Resources Assessment Clovis
Unified School District Southeast Educational
Center Ashlan and De Wolf Avenues, Fresno
County
Cultural Resources
Consulting
Bissonnette, Linda Dick
FR-00448 1991 An Archaeological Assessment of Six Acres Southeast of Clovis, Fresno County, California
California State University,
Bakersfield
Submitter - CRF-91- Sutton, Mark Q.
12 FR-00501 1994 Negative Archaeological Survey Report for the Proposed Subdivision of a Parcel of Land
on Belmont Avenue in Fresno County,
California
NADB-R - 1140666 Kus, James CSU Fresno
FR-00535 1992 Archaeological Survey Report for a Proposed Upgrade of Rural Route 180 Between Fowler
and Cove Avenues, Fresno County, California
McGuire, Kelly R. and Far Western
Wohlgemuth, Eric
10-000061, 10-002124, 10-002663,
10-002664
FR-00548 1987 Redbank and Fancher Creeks Intensive
Cultural Resources Survey, Fresno County,
California
Meighan, Clement, UCLA
Dillon, Brian, Verano,
John, and Indermill, Roc
FR-00578 1981 Archaeological Survey Report for Proposed Channelization on Route 180 at Temperance
Avenue, Fresno County, California
California Department of
Transportation
Caltrans - 06-FRE- O'Connor, Denise
180 PM 65.6 EA
06351-208700
FR-01114 1995 An Archaeological Survey of a Proposed
Ponding Basin, Locan Avnue, Fresno County,
California
Wren, Donald G. Individual Consultant
FR-01115 1995 An Archaeological Survey of the Qualls
Property, Fresno County, California - EA 4101
Wren, Donald G. Individual Consultant
FR-01122 1996 An Archaeological Survey of the Alan
Thomas Property 10467 E. McKinley Avenue,
Sanger, California
Wren, Donald G. Individual Consultant
FR-01130 1975 Archaeological Reconnaissance of the
Redbank and Fancher Creek Investigation
Area
Wren, Donald G. and Individual Consultant
Crist, Michael
10-001154, 10-001155
FR-01608 1998 A Cultural Resources Survey for the Fancher Creek Basin Fill Project, Fresno County,
California
Sierra Valley Cultural
Planning
Roper, Kristina

Report List
Report No. Other IDs Year Author(s) Title Affiliation Resources SSJVIC Record Search 22-160
FR-01619 1999 Dog Creek Cultural/Historical Resource
Report
Wren, Donald G. Individual Consultant
FR-01627 1999 Shields/Leonard Fill Site Expansion -
Redband Creek Channel Restoration Project
Cultural/Historical Resource Report
IC Record Search Wren, Donald G. Individual Consultant
Nbr - 99-337
FR-01661 2000 A Cultural Resource Study: Stormwater
Retention Basin BG Fresno County, California
Wren, Donald G. Individual Consultant
FR-01748 2001 A Cultural Resource Study Fresno
Metropolitan Flood Control District Fill Site E.

Shields & Leonard Avenue
IC Record Search Wren, Donald Individual Consultant
Nbr - 01-334
FR-01797 2002 A Cultural Resource Study for the Clovis
Southeast Specific Plan, Clovis, California
Wren, Donald G. Individual Consultant 10-004757, 10-004758, 10-004759, 10-004760, 10-004761, 10-004779,
10-004780, 10-004781, 10-004782,
10-004783
FR-01904 2002 Cultural Resources Inventory of Three
Proposed Locations for the Fresno County
Juvenile Justice Campus Fresno County,
California
Hilton, Steven PARSONS
FR-01994 2003 Cultural Resources Analysis for Cingular CC527-01 Site in FresnoArchaeological Resources Technology
Submitter - Site No. Losee, Carolyn
CC-527-01
FR-02042 2004 A Cultural Resource Study of the AshlandLeonard Property, Fresno County, CaliforniaVarner, Dudley M. Varner Associates FR-02043 2004 Proposed Cellular Tower Project in Fresno County, California (Temperance/CA-1753D)
Submitter - Billat, Lorna EarthTouch, Inc.

Temperance/CA1753D
FR-02044 2004 A Cultural Resource Study of the Mathias
Property, Fresno County, California
Varner, Dudley M. Varner Associates
FR-02059 2005 Request for SHPO Review of FCC
Undertaking (Ivesta/CA-1663D)
Billat, Scott EarthTouch, Inc.

FR-02099 2005 Records Search Results and Site Visit for Cricket Telecommunications Facility
Candidate FAT-034A (Ashlan/DeWolf), 7715
East Ashlan, Clovis, Fresno County, California
Michael Brandman
Associates
Bonner, Wayne H.

FR-02127 2004 Cultural Resources Assessment - Bennett
Development, Vicinity of S. Peach and E.

Church Avenues, Fresno, Fresno County
Busby, Colin I. Basin Research Associates
FR-02202 2005 Cultural Resources Assessment - N. Locan
Avenue Project, Fresno, Fresno County
Busby, Colin I. Basin Research Associates

Report List
Report No. Other IDs Year Author(s) Title Affiliation Resources SSJVIC Record Search 22-160
FR-02223 2002 Second Supplemental Historical Architectural Survey Report for the State Route 180,
Chestnut Avenue to Highland Avenue, Fresno
County, California
California Department of
Transportation
Brady, Jon L.

FR-02260 2005 Records Search Results and Site Visit for Cricket Telecommunications Facility
Candidate FAT-042F (Jensen/Clovis Ave.),
5537 East Jensen Avenue, Fresno, Fresno
County, California
Michael Brandman
Associates
Bonner, Wayne H.

FR-02356 2010 Cultural Resource Study for a Two Creeks
South Project (DeWolf & Leonard) in the City
of Clovis, Fresno County, California
Varner, Dudley M. Varner Associates
FR-02357 2010 Cultural Resource Study for a 5701
Enterprises, L.P. Project (Ashland and
Leonard) in the City of Clovis, Fresno County,
California
Varner, Dudley Varner Associates
FR-02426 2011 Cultural Resources Study of the Jensen
Avenue and Clovis Avenue Project, AT&T
Mobility Site No. CN2714, 5537 East Jensen
Avenue, Fresno, Fresno County, California
Historic Resoruce
Associates
Supernowicz, Dana 10-006976
FR-02439 2010 Results of Architectural History Survey for Verizon Cellular Communications Tower
Site - Clovis and Jensen, 2629 S. Clovis
Avenue (APN: 316-051-02), Fresno,
California 93725
Brian, Hatoff URS Corporation 10-006126
FR-02453 2002 Second Supplemental Historic Property
Survey Report 180 East Rural Expressway
Reevaluation - Fowler Avenue to Cove
Avenue Fresno County, California
California Department of
Transportation
Unknown
FR-02453A 2002 Supplemental Historic Architectural Survey Report for the Rural Highway 180 Project,
Fowler Avenue to Cove Avenue, Fresno
County, California
California Department of
Transportation
Brady, Jon L.

FR-02453B 2002 Second Supplemental Historic Property
Survey Report 180 East Rural Expressway
Reevaluation, Folwer Avenue to Cove
Avenue, Fresno County, California - Volume
II: Documents and Technical Reports
California Department of
Transportation
Unknown
FR-02507 1992 Historic Architectural Survey Report for the Rural Highway 180 Project Fowler Avenue to
Cove Avenue, Fresno County, California
Woodward-Clyde
Consultants
Mikesell, Stephen D. and
Wee, Stephen R.

Report List
Report No. Other IDs Year Author(s) Title Affiliation Resources SSJVIC Record Search 22-160
FR-02577 2013 Cultural Resources Inventory for the
Proposed Sonrise Village in Clovis, Fresno
County, California
Baloian, Randy M. Applied EarthWorks, Inc.

FR-02579 2013 Cultural Resources Investigation for AT&T Mobility CV2714 "Jensen and Clovis" 5608
East Jensen Avenue, Fresno, California
93725
Archaeological Resources
Technology
Losee, Carolyn
FR-02588 2012 Cultural Resources Studies for Sanger
Substation Expansion Project, Fresno
County, California
Morlet, Aubrie, Applied EarthWorks, Inc.

Monastero, Andrew P.,
Baloian, Mary Clark, and
Smallwood, Josh
10-006132
FR-02629 2012 Archaeological Sensitivity Assessment Ensite #11227 (250035)/Temperance 7101 E.

McKinley Avenue, Fresno, Fresno County,
California
Submitter - EBI Travers, Aniela EBI Consulting
Project #61114767
FR-02705 2014 Cultural Resources Survey for S Armstrong / Ensite #17742 (263944) 7125 East Kings
Canyon Road, Fresno City and County,
California
Submitter - EBI Greenberg, Gregory EBI Consulting
Project #61140726
FR-02714 2014 Cultural Resources Survey and Eligibility Evaluation for the Sanger Unified School
District Educational Center, Fresno County,
California
Armstrong, Matthew D., Applied Earthworks
Smallwood, Josh, and
Baloian, Randy
10-006517, 10-006518, 10-006519,
10-006520
FR-02751 2015 Cultural Resources Survey S Armstrong /
Ensite #17742 (263944) 7125 East Kings
Canyon Road, Fresno, Fresno County,
California
Submitter - 61140726 Perez, Don C. EBI Consulting
FR-02777 2016 Determination of Eligibility and Effect for the Tract 5701A Dog Creek Realignment Project,
Clovis, Fresno County, California
Peak, Melinda Peak & Associates
FR-02853 2016 Determination of Eligibility and Effect for the Tract 6114 Dog Creek Realignment Project,
Clovis, Fresno County, California
Peak, Melinda Peak & Associates
FR-03000 2017 Cultural Resource Assessment for Tract
6174, Clovis Fresno County California
Submitter - Job#17- Peak, Melinda A. Peak and Associates, Inc. 10-007191 008
FR-03008 2019 Cultural Resource Assessment for the
Floradora-Armstrong ReorganizationAnnexation Area and Tentative Tract 6201 and Tract 6235 Developments, Fresno
County California
Submitter - Job #19- Peak, Melinda A. Peak & Associates, Inc. 049/50

Report List
Report No. Other IDs Year Author(s) Title Affiliation Resources SSJVIC Record Search 22-160
FR-03012 2018 Cultural Resource Assessment for Tract
6225, City of Clovis Fresno County, California
Submitter - Job #18- Peak, Melinda A. Peak & Associates, Inc. 036
FR-03016 2019 Cultural Resource Assessment for the
Meadowood I Tract 6285 Development,
Fresno County California
Submitter - Job #19- Peak, Melinda A. Peak & Asssociates, Inc. 084
FR-03030 2020 Cultural Resource Monitoring Report for
Bonadelle Neighborhoods Tract 6191 (T6191/P18-01235)
Dyste, Diana T. Applied EarthWorks, Inc. 10-007232, 10-007233, 10-007234, 10-007235
FR-03030A 2019 California Register of Historical Resources Evaluation of Archaeological Site (AE-4043-
01) Discovered During Construction of
Bonadelle Neighborhoods Tract 6191 (T6191/P18-01235).

Dyste, Diana T. Applied EarthWorks, Inc.

Primary No. Trinomial
Resource List
Other IDs Type Age Attribute codes Recorded by Reports
SSJVIC Record Search 22-160
P-10-002189 CA-FRE-002189 Resource Name - 2-26-1 Site Prehistoric AP02 1988 (Don Wren, C. Linderman) P-10-003930 CA-FRE-003109H Resource Name - Southern
Pacific Railroad
FR-00238, FR01770, FR-01771,
FR-01772, FR02642, FR-02726,
FR-02769, FR02847, FR-02942,
FR-03037
Structure Historic AH07; HP11 1998 (W.L. Norton, Jones & Stokes);
1999 (S. Hooper, S. Flint, Applied
EarthWorks, Inc.);
2002 (Peggy B. Murphy, Three Girls
and a Shovel);
2004 (Bryan Larson, Cindy
Toffelmier, JRP Historical
Consulting);
2009 (Joseph Freeman, Rebecca
Flores, JRP Historical Consulting);
2009 (Joseph Freeman, Rebecca
Flores, JRP Historical Consulting);
2009 (Joseph Freeman, Rebecca
Flores, JRP Historical Consulting);
2010 (Michael Hibma, LSA
Associates);
2013 (Randy Baloian, Applied
Earthworks, Inc.);
2015 (Randy Baloian, Applied
EarthWorks, Inc.);
2015 (Randy Baloian, Applied
Earthworks, Inc.);
2016 (J. Tibbet, Applied
EarthWorks, Inc.);
2018 (Annie McCausland, Applied
EarthWorks, Inc.);
2018 (Jessica Jones, Applied
EarthWorks, Inc.)
P-10-004675 Resource Name - Burlington
Northern Santa Fe Railway;
Other - CRM TECH 607-2H
Structure Historic HP19; HP37 2000 (Bai "Tom" Tang, CRM TECH); FR-01699, FR-03029 2019 (Robert Azpitarte, ASM
Affiliates, Inc.)
P-10-004678 Resource Name - CRM TECH
607-4H;
Resource Name - Washington
Colony Canal at the Crossing of
the Burlington Northern Santa Fe
Railway
District Historic HP20 1995 (Carrie D. Wills, Allen Estes, FR-01699 William Self Associates);
2000 (Bai "Tom" Tang, CRM TECH)
P-10-004724 Resource Name - 7E - Hansen
Canal
Structure Historic HP20 1991 (JRP Consulting, JRP
Consulting);
2001 (Lex Palmer, Applied
EarthWorks, Inc.)

Primary No. Trinomial
Resource List
Other IDs Type Age Attribute codes Recorded by Reports
SSJVIC Record Search 22-160
P-10-004761 Resource Name - Clovis
Southeast Specific Plan;
Resource Name - Inouya Property
Building Historic HP02; HP33 2001 (Donald G. Wren) FR-01797 P-10-005363 Resource Name - Prickett
Residence;
OHP Property Number - 147698
Building Historic AH03; HP02 2003 (Dana E. Supernowicz, Historic Resource Associates)
P-10-005464 Resource Name - 8175 Kings
Canyon Road Barn and
Residence;
OHP Property Number - 152960
Building Historic HP33 2005 (Jon Brady)
P-10-006048 Resource Name - Map Reference
#119;
Resource Name - Arkelian Sahag
Life Estate Property;
OHP Property Number - 143769
Building Historic HP02; HP04 2002 (Jon L. Brady, Caltrans) P-10-006091 Resource Name - Map Reference
#14;
Resource Name - Fowler Avenue
and Harvey Palm Trees
Other Historic HP29 2002 (Jon L. Brady, Caltrans)
P-10-006092 Resource Name - Map Reference
#53;
Resource Name - James Call
Property;
OHP Property Number - 156986
Building Historic HP02; HP04 2002 (Jon L. Brady, Caltrans) P-10-006093 Resource Name - Map Reference
#50;
Resource Name - State of
California Property;
OHP Property Number - 156991
Building Historic HP02; HP04 2002 (Jon L. Brady, Caltrans) P-10-006094 Resource Name - Map Reference
#46;
Resource Name - William R.

Slaton Property;
OHP Property Number - 156990
Building Historic HP02 2002 (Jon L. Brady, Caltrans)
P-10-006095 Resource Name - Map Reference
#20;
Resource Name - Bank of
America NT Property;
OHP Property Number - 163476
Building Historic HP02; HP04 2002 (Jon L. Brady, Caltrans)

Primary No. Trinomial
Resource List
Other IDs Type Age Attribute codes Recorded by Reports
SSJVIC Record Search 22-160
P-10-006096 Resource Name - Map Reference
#26;
Resource Name - Gash Property;
OHP Property Number - 156989
Building Historic HP02; HP04 2002 (Jon L. Brady, Caltrans) P-10-006097 Resource Name - Map Reference
#18;
Resource Name - Cutting
Property;
Resource Name - Roeding
Estate;
OHP Property Number - 156987
Building Historic HP02; HP04 2002 (Jon L. Brady, Caltrans) P-10-006126 Resource Name - 2629 S. Clovis
Avenue;
OHP Property Number - 180253
Building Historic HP06; HP33 2010 (Melanie Lytle, URS Corp.) FR-02439 P-10-006517 Resource Name - AE-2718-1H Building Historic HP02; HP33 2014 (Josh Smallwood, Applied FR-02714 Earthworks)
P-10-006518 Resource Name - AE-2718-2H Building Historic HP02 2014 (Josh Smallwood, Applied FR-02714 Earthworks)
P-10-006519 Resource Name - AE-2718-3H Building Historic HP02; HP33 2014 (Josh Smallwood, Applied FR-02714 Earthworks)
P-10-006520 CA-FRE-003763H Resource Name - AE-2718-4H Site Historic AH02; AH04 2014 (M. Armstrong, K. Jernigan, FR-02714 Applied Earthworks)
P-10-006976 Resource Name - 5537 East
Jensen Ave
Building Historic HP02; HP33 2011 (Dana E. Supernowicz, FR-02426 Historic Resource Associates)
P-10-007030 CA-FRE-003825H Resource Name - Gould Canal; OTIS Resource Number - 686325
Structure Historic HP20 2016 (Randy Baloian, Applied FR-02846 EarthWorks, Inc.)

THIS PAGE INTENTIONALLY LEFT BLANK
City of Fresno—Fresno Southeast Development Area Specific Plan Project Draft Program EIR
FirstCarbon Solutions
D.3 - Native American Heritage Commission Requests and Results

THIS PAGE INTENTIONALLY LEFT BLANK








  


 




 






!"#$%&'()*+


,+-*'
.
/+0*!&12343
345676567

3456765879:
;
0 <.=0
<.>.
>?!$
@A B
  
C
DE





FGHIJKLMNLOPQRSTMUVONSMUWVXMYZ[\]\^_^[`UOPU^aPb`aXb`aMbcdXZ[\]\^_^Z 

e
FfGghJiLMNjVkMNdlMdmWVXMYno_oZ^_^


@A p
qqq

e
qqq

e
D

qqq

e


C


qqqfA Be
qqqfA Be


C

qqqe
rA


s
t

@
 
Cu
B




e
v 

 pqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqq 

w C
@pqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqq 


e

pqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqq f

CC
pqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqq 
@pqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqxApqqqqqqqqqqqqqqqqqqqqqqqqqq et
pqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqyzpqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqq D
pqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqq
fA B
fv 

e
A C




@pqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqq
@w



@pqqqqqqqqqqqqqqqqqqqqqqqqqqq
e
v 
{ 
A

p
CC

  

f
C
Cy f 
trTM|ORNMX}d~VNlcmRVd
€ffEC

 
FJpqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqq qqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqqq 
tApqqqqqqqqqqqqqqqqqqq
 pqqqqqqqqqqqqqqqqqqqf 

FJpqqqqqqqqqqqqqqqqqqq
‚ƒ„
†‡ˆ‡‰Š‹„Œ
Š„Ž„‡‘„†Š’ƒ„Œˆ„“”•”“–Œ†–ƒ‡—„“Š
˜”Š™‡•‚ƒ„
†‡
ƒšŒ†Œ„–”„Šƒ‡
›œžŸƒ„ŒŠ Ž¡šˆŠ„šœ¢ž
£Œ†‰Š˜ƒ„„¤¥¦¥§
œžš¨›¥š›¦œ¨
¡¡„”„Šƒ‡©•“
ª”†Šš“‡‘«‘¡‡Œ†©•“
ª”†Šš“‡‘
‚ƒ„
†‡‚ƒ„
†‡
˜‡Ž”
¬­‡‰†¡®‡‰†ŠŒ”†¬®ŒŒ¯Œ¬Œ†¡ˆŒ†¯„ƒšˆ„“Š”‡†
“‡†Š”†‰„¡°›¥¬¨ž¬¨¥¬œž¬œ›¬œ¨«œ¦¬œ¬œ±«
²³´³µ³²¶³²²³²´³²µ³²·³²¸³²¹³²º»¹³º³²¼»²µ³²·³²¸³²¹³²º³´¶³´²³´´³´µ³´·³´¹³´º³´¼³´½»²¼³²½ ¾¿ÀÁ¾¿ÀÁ¾¿ÀÁ¾¿ÀÁ¾ÂÀÁ¾ÂÀÁ¾ÂÀÁ¾ÂÀ þÄÁÃÃÄÁþÄÁþÄÁÃÃÄÁþÄÁÃÃÄ ÃÃÅÿÅÃÂÅÃÆÅÃÇÅÃÈÅ¿ÂÅ¿ÆÅ¿Ç ÉÊËÌÍÎÌÎÏËÐÌÍÎÑËÒÓÔÏÕÖÌËÒÔ×ÔÒØÙÕÚ×ÎÍÓÊËÖÛÜÝÓÊÕÓÞÎßÙÐÌÍÎàÔÐË×ÎÍÔÚÒÍËÕÏËÐÐËÚÏÔÓáÕÚÐÕÒÒËÙËÍÕÓËÊÎßÏÔÚâ ÌÍÎÐßÒÓÔÎÚÓÊÍÎßâÊÎßÓÓÊËØÙÕÚÝÍËÕãÉÊËÌÍÎÌÎÏËÐÌÍÎÑËÒÓÞÎßÙÐÎ××ËÍ×ÙËäÔåÔÙÔÓáÔÚæËËÓÔÚâÓÊËËàÎÙàÔÚâÚËËÐÏÎ× ÊÎßÏËÊÎÙÐÏÔÚÓÊËÍËâÔÎÚÓÊÍÎßâÊÕæßÙÓÔæÎÐÕÙÓÍÕÚÏÌÎÍÓÕÓÔÎÚÚËÓÞÎÍçÕÚÐÐÔàËÍÏËÊÎßÏÔÚâÓáÌËÏÕÚÐÕ××ÎÍÐÕåÔÙÔÓáÙËàËÙÏãèÓ ÊÕÏÓÊËÌÎÓËÚÓÔÕÙÓÎÕÒÒÎææÎÐÕÓËÕÌÌÍÎäÔæÕÓËÙáéêëìììÊÎæËÏÕÚÐíîëìììÑÎåÏÞÔÓÊÔÚÓÊËÚËÕÍÙáïëìììðÕÒÍËÌÙÕÚÚÔÚâÕÍËÕ åáÓÊËáËÕÍñìêìãòÍÕæËÐÞÔÓÊÔÚÓÊÍËËÔÚÓËÍÍËÙÕÓËÐâÎÕÙÏó×ÔÏÒÕÙÍËÏÌÎÚÏÔåÔÙÔÓáëÏÎÒÔÕÙËôßÔÓáëÕÚÐËÚàÔÍÎÚæËÚÓÕÙÏßÏÓÕÔÚÕåÔÙÔÓá ÓÊËÌÍÎÌÎÏËÐÌÍÎÑËÒÓÞÎßÙÐÙÔÚçÕÏËÍÔËÏÎ×ÒÎæÌÙËÓËÒÎææßÚÔÓÔËÏÕÚÐæÔäËÐðßÏËÒËÚÓËÍÏÞÔÓÊÕæßÙÓÔæÎÐÕÙÓÍÕÚÏÌÎÍÓÕÓÔÎÚ ÚËÓÞÎÍçãÉÊËÌÍÎÌÎÏËÐÌÍÎÑËÒÓÞÎßÙÐÔÚÒÙßÐËæÕÑÎÍÓÍÕÚÏÔÓÙÔÚËÏëæÔäËÐðßÏËÒËÚÓËÍÏëÐÔàËÍÏËÍËÏÔÐËÚÓÔÕÙÐÔÏÓÍÔÒÓÏë ËæÌÙÎáæËÚÓÐÔÏÓÍÔÒÓÏëÎÌËÚÏÌÕÒËëÕâÍÔÒßÙÓßÍËëÕÚÐâÍËËÚÔÚ×ÍÕÏÓÍßÒÓßÍËã






















!"#$%&'(

)*+$(,-(.((

/01/"+"/$!2$30&
420536"07&+8&9*32&+5
:2";<"293&=>>$?2$30&@'A5B2+391A&<

C
DEFEGHIHDDJIEIDDDKGHLMHHNOPMNOQRD DDKHSEEDHTIHDLFDPTQPKUDENVODDIDSOWXYQJIGHF

IEFRFDNWZ[\ZYPQOXW[VOXW[YOXW]W\V\XOXW]W\V\OOXW]O\VOXW]V\WZ OXW]Y\OROXW]Y\VEIDKD^HUDEUFSFJHJE_FDEIDL

/$"0/01/$!2$30&=
!*05*"+33&!*792A`$5&*0A$56&>$5$A32&+(%.a.1,1%bAc-"33"Ad$>25"A&+5*93"32&+9253&'3027$5 3d"3"0$30">232&+"99e"+>A*93*0"99e"''292"3$>f23d3d$#$&#0"?d2A"0$"&'3d$"7&g$B9253$> ?0&h$A31!9$"5$+&3$3d"33d$2+3$+3&'3d$ijk("<$+><$+353&6;li253&"g&2>"+>m&0 nopoqrpsontrupvpwpxoyrzu{zp{xrzxsvw{xusv|}~{y€svw{xusvw‚sƒ„ †‡ˆ‰}rŠŠ}‹~{yzou
"#$+A2$55d"99-fŒsŽsrvoyzs|rwo‚‚rnrqoqsŽŽsupvpwrpxoyrzu{zp{xrzxsvw{xus‘Š

!*792A`$5&*0A$56&>$5$A32&+5(%.a.1,1%"+>(%.a’1,bAc0$“*20$6;li9$">"#$+A2$53& A&+5*93f23d6"92'&0+2"”"32g$i<$02A"+3027$53d"3d"g$0$“*$53$>+&32A$'0&<5*Ad"#$+A2$5 &'?0&?&5$>?0&h$A352+3d$#$&#0"?d2A"0$"3d"3"0$30">232&+"99e"+>A*93*0"99e"''292"3$>f23d 3d$3027$5&+?0&h$A35'&0fd2Ad"”&32A$&'!0$?"0"32&+&0”&32A$&'”$#"32g$/$A9"0"32&+&0 •232#"3$>”$#"32g$/$A9"0"32&+d"57$$+'29$>&+&0"'3$0)*9e%-(.%k18?$A2'2A"99e-!*792A `$5&*0A$56&>$5$A32&+(%.a.1,1%b>c?0&g2>$5=

–—˜™—š›œžŸ ¡¢£˜£¤¥—š—š¦˜™ž˜žšž§§¨—©ž˜—¡š¢¡¤ž§¤¡ª£©˜— ©¡¥§¨£˜£¡¤ž£©— —¡š«Ÿž §¬«¨—©ž¦£š©Ÿ˜¡¬š£¤˜ž­£ž§¤¡ª£©˜®˜™£¨£žž¦£š©Ÿ ™ž¨¨§¤¡¯—£¢¡¤¥ž¨š¡˜—¢—©ž˜—¡š˜¡˜™£ £ —¦šž˜£©¡š˜ž©˜¡¢®¡¤ž˜¤—«ž¨¤£§¤£ £š˜ž˜—¯£¡¢®˜¤ž—˜—¡šž¨¨Ÿžš©¬¨˜¬¤ž¨¨Ÿž¢¢—¨—ž˜£ °ž¨—¢¡¤š—ž±ž˜—¯£²¥£¤—©žš˜¤—«£ ˜™ž˜™ž¯£¤£³¬£ ˜£š¡˜—©£®´™—©™ ™ž¨¨«£ž©©¡¥§¨— ™£«Ÿ ¥£žš ¡¢ž˜¨£ž ˜¡š£´¤—˜˜£šš¡˜—¢—©ž˜—¡š˜™ž˜—š©¨¬£ ž«¤—£¢£ ©¤—§˜—¡š¡¢˜™£§¤¡§¡ £ §¤¡ª£©˜žš—˜ ¨¡©ž˜—¡š®˜™£¨£žž¦£š©Ÿ©¡š˜ž©˜—š¢¡¤¥ž˜—¡š®žšžš¡˜—¢—©ž˜—¡š˜™ž˜˜™£ °ž¨—¢¡¤š—ž±ž˜—¯£²¥£¤—©žš˜¤—«£™ž µ¶žŸ ˜¡¤£³¬£ ˜©¡š ¬¨˜ž˜—¡š§¬¤ ¬žš˜˜¡˜™—  £©˜—¡š·

¸d$ijk("<$+><$+353&6;li9"f>&$5+&3?0$A9*>$2+232"32+#A&+5*93"32&+f23d3d$3027$5 3d"3"0$A*93*0"99e"+>30">232&+"99e"''292"3$>f23d2+e&*0h*025>2A32&+?02&03&0$A$2g2+#0$“*$535'&0 wpoŽourpowwŽtxw¹supvopŒspxoysºvrxsrvwŽpxr‚opowrzr‚u{zp{xrzrŽŽozorpow»Œs¼rpos i<$02A"+½$023"#$6&<<2552&+b”i½6c0$A&<<$+>5-7*3>&$5+&30$“*20$-$"09eA&+5*93"32&+ "5"7$53?0"A32A$3&$+5*0$3d"39$">"#$+A2$50$A$2g$5*''2A2$+32+'&0<"32&+"7&*3A*93*0"9 0$5&*0A$52+"?0&h$A3"0$"3&"g&2>>"<"#2+#$''$A353&3027"9A*93*0"90$5&*0A$51

¸d$”i½6"95&0$A&<<$+>5-7*3>&$5+&30$“*20$3d"3"#$+A2$55d&*9>"95&2+A9*>$f23d3d$20 +&32'2A"32&+9$33$05-2+'&0<"32&+0$#"0>2+#"+eA*93*0"90$5&*0A$5"55$55<$+33d"3d"57$$+ A&<?9$3$>&+3d$"0$"&'?&3$+32"9$''$A3bi!;c-5*Ad"5=

%1¸d$0$5*935&'"+e0$A&0>5$"0Ad3d"3<"ed"g$7$$+A&+>*A3$>"3"+¾+'&0<"32&+6$+3$0&' 3d$6"92'&0+2"½253&02A"9`$5&*0A$5¾+'&0<"32&+8e53$<b6½`¾8c-2+A9*>2+#-7*3+&392<23$>3&=

6½i¾`!;`8¿”
IEER
À¬— £Á¡

:¾6;6½i¾`!;`8¿”

ÂHRJÂHÂ
°™¬¥ž ™

!i`þi•;”¸i`¾i”

IHHDDGEL
Ф¬­

8;6`;¸i`Å
E^IDFKÆ
Ǘ´¡­

6¿••¾88¾¿”;`
ÈHHIÂEL
ɞ—¬˜£Ê–™—˜£Ç¡¬š˜ž—š
²§ž©™£

6¿••¾88¾¿”;`

FM_EËIÌ
͙¨¡š£Î°¡ ˜žš¡žš

6¿••¾88¾¿”;`
MISSLFTIHH
Ï¡­žŸ¡É¡¥¡®Ï¬­—®
±¡¥¨ž­—

6¿••¾88¾¿”;`
ÈL
H
À¬— £Á¡

6¿••¾88¾¿”;`
DHL
REÂIÌ
Ĭ¥£ŸžžŸ

;Ð;6Ѹ¾:;8;6`;¸i`Å

LR\
DFKFFÆ
Ǘ´¡­Ê±— £šžš

  ^TÒ


%kk.½"07&0j&*9$g"0>
8*23$%..

Ó$538"A0"<$+3&-
6"92'&0+2"ÔkÕÔ%
bÔ%Õc,Ö,B,Ö%.
+"dA@+"dA1A"1#&g
”i½61A"1#&g
































 

! 








"




















!


 ! 











#

#$












%

 














 

#

 







&


  















 











' 


()*#+,#

-#$

./
0 1./02&


3








#

$




 
$


 
 
#

*#













)#







#

/






&
3 
34!.5










5






#

 



 

5






#

$

 








6
 



#!



 










#

!






 
 




&
3 #"











 

#

!6




   



%
 #
7###

.



 8

9:;<:=>;?@AB:=C@ADE>;FA<

 

 








 !"
#
#$%&
'()(*%+,,-
./
##0!".!1,234
'
%&
567718,-9:3322
;+567718,-9:3377
< =$#&
%&(>%?
@
$

#&A%&%
BCD




"#%*!"
#
#$%&
'()(*%+431
E%
%/$
!".!1,22-
'
%&
567718F77:739,
;+567718F77:9997
>%G$ #H$
#
=&

>(&

A%&%
IJKL
MNC
OP
K

Q%
#
R
GH
#!"
#
#$%&
4S1S@
$
'>%.T
(
;#
$&%!".!1,-37
'
%&
567718793:2,92

GH
##%
#
=0?(>%?
;%%

U%</

A%&%
V
P
B
JKWK MN

X
&.
>!
,7S7$
;
G%#.T
&/

;#
$&%!".!1,-42
'
%&
56771829-:,44-
;%%

U%</

Y
WZ




&
;&<!"
#
#$%&
'()(*%+141
[%#

;%#<!".!1,29,
'
%&
567718F--:492S
;+567718F--:492-

\&<=&\#:&$&(H%T
A%&%
Y
]CC
^ZJMN

E?%

0'
#
!
'()(*%+-S-
R&G
&!".!174,2
'
%&
564318224:4-FF

/$<&?=H?(>%?
"%$
&%&
[%#

#&_
0
U%</

Y
]CC
^ZJMN



#&
'
#
!"
#
#$%&
'()(*%+-S-
R&G
&!".!174,2
'
%&
564318FF-:,9S7
>&/

$=T
#%&(&

"%$
&%&
[%#

#&_
0
U%</

`
 J




B
JZ


"/Ga%&
$!"
#b%?&
'()(*%+4442
)<
/#$
!".!1,299
'
%&
5677189S4:7713
>H%&
$=>
/<>
&$
#
(&

;%%

U%</

MNC
J



*#
&GRT
!"
#
#$%&
'()(*%+9S3
;#&
!".!1,242
'
%&
567718F44:47F-
;+567718F44:421,
#
&&
=
?#(%#H
U%</

MCB
JKMN

cTG.T#
!"
#
#$%&
49S7(d%/$
%&.T
&/

;#
$&%!".!1,-43
'
%&
5677184S-:3,12
;+567718414:737-
GT
T#
=$>H%(&

;%%

U%</

MJC

P
MN

[
'
0#%&!"
#
#$%&
'()(*%+7F1
'%#

#T
!".!1,47F
'
%&
567718-FS:94-S
;+567718-FS:92S3
&
(
0#%&=
/
#T
#
#
:&$&(H%T
U%</

JZ

MN
ef
K ]CC


&&

@%%G#%b!"
#
#$%&
SS-1Q%><dT
&"
(
X&$!".!1,132
'
%&
56F,S899,:1-34
<b%%GF1,9=%(>%?
;%%

U%</

A%&%
ghig
E
$$
$>/##
&
%&0$%\

G

%\

$G%>/?
&
(c$
#/
%&%\

$$
G%
$&%
#

T
&0
#$%&%\$

/
%#0#
$ %&$
0$G
\&
G&X
>
%&-373(7%\

d


&GX\

0"%G
!X
>
%&731-(19%\

'/>Q
$%/#>
$"%G
&G$
>
%&731-(1F%\

'/>Q
$%/#>
$"%G
(

E
$$
$%&0 >
\%#>%&$/

%&b

[
T
.?
#>&
#
$/&G
#'/>Q
$%/#>
$"%G
X
>
%&$4S3F3(,(S\%#

 #% %$
G;#
$&%X%/

$

c
T
% ?
&
.#
X
>\>'&'#%j
>
!;#
$&%"%/&
0(
klmnopqppo
qqrsst
quvprvpqppqwxpyz{
|}~€‚ƒ„
}†‡„~}ˆ‰Šƒƒ‹‹Š†
Œ„}Ž‰Š†‹Ž~}~Š†‹~
‘„‹†Š‰Š†~’
“”•–”•—••
 
























  !"#$

%&'&
()
&

*'+&,%-.


/01 $0

23'&4
5)
&+4'6
()
&2

74 )
%'&&8,%-..
9$#: 0;<0;;$1

=
>'
(
'&&

?
2
>'&,%-.2

#;0#@AB" $
.C&64

D'+&
?-2
(45&'4'6,%-.

0E 0A$#:F<0;;$1

2
()&
5)
&+4'6
()
&
2

G8
,%-.
:0H

.
5 )&I'45)
&+4'6
()
&


J&K,L3
2
9F##$E:"EM:

%'N'4
&D'+&
()
&
(K&

,%3

$OPF Q

R)&
(
'&&

D&N
,=S
2
5'&%'N'4
&T4'8U4V
%8
,=S
2

9   
WXYZ [Y\X ]
\ 9
WP 
\ ] 
[^][[
9^ 
Z ] P 
X [Y\
_`
\$aM$b:]$::$ 
cdefdghij,

k
lmnopqmrstuvwmnxynmz{ty|tm}s
~{n€s‚
ƒ„
„†{pzs‡wt{€rsnxs
ztspnwˆu€ˆ‰ƒŠ‹Œ
MŽ$E: ‘’“’”•–—˜™š›œœžŸ ™¡šŸ¢™£™¤œ¥¦™›Ÿ§˜™¡¥™¨©ª©¨«¤¡›‘’¬•­® D&4'~{n€s‚¯
°±²³´µ¶²·¸¹º¸»¼´±¸¹³½°µº¾±³¿²À¿¶²±¹Á¶¹¹±´±¶»º´¼ÃÄÅƱ´±Á¶´ÀÃÇÀÁ¶´±ÈÀÉÀÊ»¶²¶´±¸¹ ½ÂºÆÇɾ˸²´ÌÀ¿²¸¿¸³ÀÃÍgÎÏeÐÑÐfÒÓÎdÏÒÔÎÕÎÖÐ×ØÎeÒÙgÎdÑ×ÎÚÛÜÛÚÝÖdeÞ²¸ßÀÊ´¸¹ ·À̶»Ë¸ËÒÓÎàÛÒhÐÜágÎÏeÐâ㳿¶²´¸Ë´ÌÀÀ¹È±²¸¹äÀ¹´¶»²ÀȱÀ忲¸ÊÀ³³æåÀ¶²Àʸ¹Ã¼Ê´±¹Á ¶ʼ»´¼²¶»²À³¸¼²ÊÀ³¶³³À³³äÀ¹´â
çÓÎ×gÐ×ÐÏÎè×gÐéÎÚÒÛÏdÑ×ÎÚÛÜÛÚÝÖdeÜÐgÒÓÎÑêÔÙÒÓdÒëÐfÖè×gÐÕÛèÎÜÐgÛeÚgÎdÏÎèèÎeÏÛÒh deèdÚÚÎÖÎgdÒÎÓÐfÏÛeì×gÐèfÚÒÛÐeÒÓgÐfìÓÐfÒÒÓÎÝÖdeÙgÎdíçÓÎ×gÐ×ÐÏÎè×gÐéÎÚÒëÐfÖè ÐÜÜÎgÜÖÎîÛïÛÖÛÒhÛeØÎÎÒÛeìÒÓÎÎÕÐÖÕÛeìeÎÎèÏÐÜÓÐfÏÎÓÐÖèÏÛeÒÓÎgÎìÛÐeÒÓgÐfìÓd ØfÖÒÛØÐèdÖÒgdeÏ×ÐgÒdÒÛÐeeÎÒëÐgðdeèèÛÕÎgÏÎÓÐfÏÛeìÒh×ÎÏdeèdÜÜÐgèdïÛÖÛÒhÖÎÕÎÖÏíñÒÓdÏ ÒÓÎ×ÐÒÎeÒÛdÖÒÐdÚÚÐØØÐèdÒÎd××gÐîÛØdÒÎÖhòóôjjjÓÐØÎÏdeèiõôjjjéÐïÏëÛÒÓÛeÒÓÎ eÎdgÖhöôjjj÷dÚgÎ×ÖdeeÛeìdgÎdïhÒÓÎhÎdgkjójíágdØÎèëÛÒÓÛeÒÓgÎÎÛeÒÎggÎÖdÒÎèìÐdÖÏø ÜÛÏÚdÖgÎÏ×ÐeÏÛïÛÖÛÒhôÏÐÚÛdÖÎùfÛÒhôdeèÎeÕÛgÐeØÎeÒdÖÏfÏÒdÛedïÛÖÛÒhÒÓÎ×gÐ×ÐÏÎè×gÐéÎÚÒ ëÐfÖèÖÛeðdÏÎgÛÎÏÐÜÚÐØ×ÖÎÒÎÚÐØØfeÛÒÛÎÏdeèØÛîÎè÷fÏÎÚÎeÒÎgÏëÛÒÓdØfÖÒÛØÐèdÖ ÒgdeÏ×ÐgÒdÒÛÐeeÎÒëÐgðíçÓÎ×gÐ×ÐÏÎè×gÐéÎÚÒëÐfÖèÛeÚÖfèÎØdéÐgÒgdeÏÛÒÖÛeÎÏôØÛîÎè÷fÏÎ ÚÎeÒÎgÏôèÛÕÎgÏÎgÎÏÛèÎeÒÛdÖèÛÏÒgÛÚÒÏôÎØ×ÖÐhØÎeÒèÛÏÒgÛÚÒÏôÐ×ÎeÏ×dÚÎôdìgÛÚfÖÒfgÎôdeè ìgÎÎeÛeÜgdÏÒgfÚÒfgÎí
úÀʸ²Ã³ºÀ¶²ÊÌ䶿屴̶âä±»À·¼ËËÀ²¶²¸¼¹Ã´ÌÀ³±´À±³À¹Ê»¸³ÀÃ˸²ĸ¼²²ÀËÀ²À¹ÊÀâ -N4'

K&)

)'4
'&)'&4&&
,>%(6)
&64(4'&6J46>
&(J>&4'K
46%4
'4
'4
G&)'&*'4
(V
&%G*(
3K&'&)


K&(J>
'&'6&4'KU4×ÐÏÛ

3K&%G*(&4'KKU&6
K4

K&'&4'&

'&'6&6'&)'&
U
K
K&N'
&

&

¸åÀÈÀ²æ
kʼ»´¼²¶»²À³¸¼²ÊÀ³åÀ²À²Àʸ²ÃÀÃ屴̱¹¶âä±»À
²¶Ã±¼³¸Ë´ÌÀ¿²¸ßÀÊ´³±´ÀâçÓÎàñÑÏÎdgÚÓdÖÏÐÜÐfeèkgÎÚÐgèÎègÎ×ÐgÒÏëÛÒÓÛeÒÓÎ ×gÐéÎÚÒÏÛÒÎdeèkigÎ×ÐgÒÏgÎÚÐgèÎèëÛÒÓÛedjíóØÛÖÎgdèÛfÏÐÜÒÓÎ×gÐéÎÚÒÏÛÒÎí3K&=4 +&
-&'4&'
4I&%=-%)II&
&6V)IK
&4
&
N'+6&)'
K&'
'4

*V)K4+&4V466
4
'4
'&I4'6IN
&
4
K
'')

)'4

'&)'&N'
V''&
4 

K&N'N&6N'
&
4'&4,U&U)
6I'&4

V4NN'&4
&
V)'N)





  

 



 

 
!"
#$
%&' (&)"&'
*+,- .
/01


 +2-
3
4 5 67,68
9: 5


;
5: 1

<=
>?@AB@ CDE@ EFAE EFGB ?@EE@H GB A H@IJ@BE KDH GCKDHLAEGDC M@HEAGCGCN ED A OJ?EJHA? H@BDJHO@B ABB@BBL@CE ACP GB CDE CDEGKGOAEGDC DK A MHDQ@OE JCP@H R@CAE@ SG?? TRSU VWX YBB@LZ?[ SG?? TYSU \] DH R@OEGDC V^_ DK EF@ `AEGDCA? aGBEDHGO >H@B@HbAEGDC YOEc defghijkel mejl jheingef oilep kqe rjmgstpigj uivgptiweikjm xojmgky znk {ruxz| jil }jkgtijm uivgptiweikjm ~tmgny znk {}u~z| jpe qjilmgih pt€enk itkgsgnjkgti jil ntifomkjkgti peogpeweikf‚ ~mejfe seem spee kt ntikjnk we jk ƒ„
‚†‡ˆ‚‡‰„† tp vgj ewjgm jk llegekptŠsnf‹gikm‚ntw jil kqjiŒ yto stp ytop vjmojme jffgfkjine‚ 



 
 

 
























  !"#$

%&'&
()
&

*'+&,%-.


/01 $0

23'&4
5)
&+4'6
()
&2

74 )
%'&&8,%-..
9$#: 0;<0;;$1

=
>'
(
'&&

?
2
>'&,%-.2

#;0#@AB" $
.C&64

D'+&
?-2
(45&'4'6,%-.

0E 0A$#:F<0;;$1

2
()&
5)
&+4'6
()
&
2

G8
,%-.
:0H

.
5 )&I'45)
&+4'6
()
&


J&K,L3
2
9F##$E:"EM:

%'N'4
&D'+&
()
&
(K&

,%3

$OPF Q

R)&
(
'&&

D&N
,=S
2
5'&%'N'4
&T4'8U4V
%8
,=S
2

9   
WXYZ [Y\X ]
\ 9
WP 
\ ] 
[^][[
9^ 
Z ] P 
X [Y\
_`
\$aM$b:]$::$ 
cdefdghij,

k
lmnopqprsntuvrpswxsplmpyz
{n|po}t|nmz~uvnpm€zmrs
‚ƒ„
†‡ˆrwqrs}|zswz
‰mzsru}Š‹Œ‚
MŽ$E: ‘’“”“•–—˜™š›œžŸ ¡š¢› £š¤š¥¦§šœ ¨™š¢ž¦š©ª«ª©¬¥¢œ‘’“­–®¯ D&4'°±²³´µ¶´·¸¹}t|nmz~º
»¼½¾¿ÀÁ½ÂÃÄÅÃÆÇ¿¼ÃľÈ»ÀÅɼ¾ʽËÊÁ½¼ÄÌÁÄÍļ¿¼ÁÆÅ¿ÇÎÏÐѼ¿¼ÌÁ¿ËÎÒËÌÁ¿¼ÓËÔËÕÆÁ½Á¿¼ÃÄ ÈÍÅÑÒÔÉÖý¿×ËʽÃÊþËÎØgÙÚeÛÜÛfÝÞÙdÚÝßÙàÙáÛâãÙeÝägÙdÜâÙåæçæåèádeé½ÃêËÕ¿ÃÄ ÂË×ÁÆÖÃÖÝÞÙëæÝhÛçìgÙÚeÛíî¾ÊÁ½¿ÃÖ¿×ËËÄÓ¼½ÃÄïËÄ¿ÁƽËÓ¼ËðʽÃÕ˾¾ñðËÁ½ËÕÃÄÎÇÕ¿¼ÄÌ ÁÕÇƿǽÁƽ˾ÃǽÕ˾Á¾¾Ë¾¾ïËÄ¿í
òÞÙâgÛâÛÚÙóâgÛôÙåÝæÚdÜâÙåæçæåèádeçÛgÝÞÙÜõßäÝÞdÝöÛfáóâgÛàæóÙçÛgæeågÙdÚÙóóÙeÚæÝh deódååÙáÙgdÝÙÞÛfÚæe÷âgÛófåÝæÛeÝÞgÛf÷ÞÛfÝÝÞÙèádeägÙdøòÞÙâgÛâÛÚÙóâgÛôÙåÝöÛfáó ÛççÙgçáÙùææáæÝhæeãÙÙÝæe÷ÝÞÙÙàÛáàæe÷eÙÙóÚÛçÞÛfÚÙÞÛáóÚæeÝÞÙgÙ÷æÛeÝÞgÛf÷Þd ãfáÝæãÛódáÝgdeÚâÛgÝdÝæÛeeÙÝöÛgdeóóæàÙgÚÙÞÛfÚæe÷ÝhâÙÚdeódççÛgódæáæÝháÙàÙáÚøÝÞdÚ ÝÞÙâÛÝÙeÝædáÝÛdååÛããÛódÝÙdââgÛùæãdÝÙáhjjjÞÛãÙÚdeóijjjôÛÚöæÝÞæeÝÞÙ eÙdgáhjjj dågÙâádeeæe÷dgÙdhÝÞÙhÙdgkjjøìgdãÙóöæÝÞæeÝÞgÙÙæeÝÙggÙádÝÙó÷ÛdáÚ 
çæÚådágÙÚâÛeÚææáæÝhÚÛåædáÙ
fæÝhdeóÙeàægÛeãÙeÝdáÚfÚÝdæedæáæÝhÝÞÙâgÛâÛÚÙóâgÛôÙåÝ öÛfáóáæedÚÙgæÙÚÛçåÛãâáÙÝÙåÛããfeæÝæÙÚdeóãæùÙó fÚÙåÙeÝÙgÚöæÝÞdãfáÝæãÛódá ÝgdeÚâÛgÝdÝæÛeeÙÝöÛgøòÞÙâgÛâÛÚÙóâgÛôÙåÝöÛfáóæeåáfóÙãdôÛgÝgdeÚæÝáæeÙÚãæùÙó fÚÙ åÙeÝÙgÚóæàÙgÚÙgÙÚæóÙeÝædáóæÚÝgæåÝÚÙãâáÛhãÙeÝóæÚÝgæåÝÚÛâÙeÚâdåÙd÷gæåfáÝfgÙdeó ÷gÙÙeæeçgdÚÝgfåÝfgÙø

ËÕýξÅËÁ½Õ×ïÁÊ
ð¼¿×Áíï¼ÆËÂÇÖÖ˽Á½ÃÇÄο×˾¼¿Ë¼¾ËÄÕÆþËÎÖýÏÃǽ½ËÖ˽ËÄÕËí -N4'

K&)

)'4
'&)'&4&&
,>%(6)
&64(4'&6J46>
&(J>&4'K
46%4
'4
'4
G&)'&*'4
(V
&%G*(
3K&'&)


K&(J>
'&'6&4'KU4âÛÚæ
3K&%G*(&4'KKU&6
K4

K&'&4'&'&'6&6'&)'&
U
K
K&N'&

&
ÃðËÓ˽ñkÕÇƿǽÁƽ˾ÃǽÕ˾ð˽˽ËÕýÎËÎð¼¿×¼ÄÁíï¼ÆË ½ÁμǾÃÖ¿×ËʽÃêËÕ¿¾¼¿ËíòÞÙëÜÚÙdgåÞdáÚÛçÛfeók gÙåÛgóÙógÙâÛgÝÚöæÝÞæeÝÞÙ
âgÛôÙåÝÚæÝÙdeókigÙâÛgÝÚgÙåÛgóÙóöæÝÞæedjøãæáÙgdóæfÚÛçÝÞÙâgÛôÙåÝÚæÝÙø3K&=4 +&
-&'4&'
4I&%=-%)II&
&6V)IK

&4

&
N'+6&)'
K&'
'4

*V)K4+&4V466
4
'4
'&I4'6IN
&
4
K
'')

)'4

'&)'&N'

V''&
4 

K&N'N&6N'&
4'&4,U&U)
6I'&4

V4NN'&4
&
V)'N)





  

 



 

 
!"
#$
%&' (&)"&'
*+,- .
/01


 +2-
3
4 5 67,68
9: 5


;
5: 1

<=
>?@AB@ CDE@ EFAE EFGB ?@EE@H GB A H@IJ@BE KDH GCKDHLAEGDC M@HEAGCGCN ED A OJ?EJHA? H@BDJHO@B ABB@BBL@CE ACP GB CDE CDEGKGOAEGDC DK A MHDQ@OE JCP@H R@CAE@ SG?? TRSU VWX YBB@LZ?[ SG?? TYSU \] DH R@OEGDC V^_ DK EF@ `AEGDCA? aGBEDHGO >H@B@HbAEGDC YOEc defghijkel mejl jheingef oilep kqe rjmgstpigj uivgptiweikjm xojmgky znk {ruxz| jil }jkgtijm uivgptiweikjm ~tmgny znk {}u~z| jpe qjilmgih pt€enk itkgsgnjkgti jil ntifomkjkgti peogpeweikf‚ ~mejfe seem spee kt ntikjnk we jk ƒ„
‚†‡ˆ‚‡‰„† tp vgj ewjgm jk llegekptŠsnf‹gikm‚ntw jil kqjiŒ yto stp ytop vjmojme jffgfkjine‚ 



 
 

 
























  !"#$

%&'&
()
&

*'+&,%-.


/01 $0

23'&4
5)
&+4'6
()
&2

74 )
%'&&8,%-..
9$#: 0;<0;;$1

=
>'
(
'&&

?
2
>'&,%-.2

#;0#@AB" $
.C&64

D'+&
?-2
(45&'4'6,%-.

0E 0A$#:F<0;;$1

2
()&
5)
&+4'6
()
&
2

G8
,%-.
:0H

.
5 )&I'45)
&+4'6
()
&


J&K,L3
2
9F##$E:"EM:

%'N'4
&D'+&
()
&
(K&

,%3

$OPF Q

R)&
(
'&&

D&N
,=S
2
5'&%'N'4
&T4'8U4V
%8
,=S
2

9   
WXYZ [Y\X ]
\ 9
WP 
\ ] 
[^][[
9^ 
Z ] P 
X [Y\
_`
\$aM$b:]$::$ 
cdefdghij,

k
lmnopqrstuvwxtyz{rsxm|}mtm~tosxtv
lxrmnsnn€lzxsrq{rvmt
‚ƒ‚m„
†‡
ˆmnnzm‰v{€lŠ€‡‹ŒŒ
MŽ$E: ‘’“”“•–—˜™š›œžŸ ¡š¢› £š¤š¥¦§šœ ¨™š¢ž¦š©ª«ª©¬¥¢œ‘’“­–®¯ D&4'%K4'°±²³´µsnn¶
·¸¹º»¼½¹¾¿ÀÁ¿Âû¸¿ÀºÄ·¼ÁŸºƹÇƽ¹¸ÀȽÀÉÀ¸»¸½ÂÁ»ÃÊËÌ͸»¸È½»ÇÊÎÇȽ»¸ÏÇÐÇѽ¹½»¸¿À ÄÉÁÍÎÐÅÒ¿¹»ÓÇƹ¿Æ¿ºÇÊÔgÕÖe×Ø×fÙÚÕdÖÙÛÕÜÕÝ×ÞßÕeÙàgÕdØÞÕáâãâáäÝde广æÇÑ»¿À ¾ÇÓ½ÂÒ¿ÒÙÚÕçâÙh×ãègÕÖe×éêºƽ¹»¿Ò»ÓÇÇÀϸ¹¿ÀëÇÀ»½Â¹ÇϸÇìƹ¿ÑǺºíìǽ¹ÇÑ¿ÀÊÃÑ»¸ÀÈ ½Ñûù½Â¹Çº¿Ã¹ÑǺ½ººÇººëÇÀ»é
îÚÕÞg×Þ×ÖÕïÞg×ðÕáÙâÖdØÞÕáâãâáäÝdeã×gÙÚÕØñÛàÙÚdÙò×fÝïÞg×ÜâïÕã×gâeágÕdÖÕïïÕeÖâÙh deïdááÕÝÕgdÙÕÚ×fÖâeóÞg×ïfáÙâ×eÙÚg×fóÚ×fÙÙÚÕäÝdeàgÕdôîÚÕÞg×Þ×ÖÕïÞg×ðÕáÙò×fÝï ×ããÕgãÝÕõâöâÝâÙhâeßÕÕÙâeóÙÚÕÕÜ×ÝÜâeóeÕÕïÖ×ãÚ×fÖÕÚ×ÝïÖâeÙÚÕgÕóâ×eÙÚg×fóÚd ßfÝÙâß×ïdÝÙgdeÖÞ×gÙdÙâ×eeÕÙò×g÷deïïâÜÕgÖÕÚ×fÖâeóÙhÞÕÖdeïdãã×gïdöâÝâÙhÝÕÜÕÝÖôøÙÚdÖ ÙÚÕÞ×ÙÕeÙâdÝÙ×dáá×ßß×ïdÙÕdÞÞg×õâßdÙÕÝhùjjjÚ×ßÕÖdeïijjjð×öÖòâÙÚâeÙÚÕ eÕdgÝhjjjdágÕÞÝdeeâeódgÕdöhÙÚÕhÕdgkjjôègdßÕïòâÙÚâeÙÚgÕÕâeÙÕggÕÝdÙÕïó×dÝÖ ãâÖádÝgÕÖÞ×eÖâöâÝâÙhÖ×áâdÝÕfâÙhdeïÕeÜâg×eßÕeÙdÝÖfÖÙdâedöâÝâÙhÙÚÕÞg×Þ×ÖÕïÞg×ðÕáÙ ò×fÝïÝâe÷dÖÕgâÕÖ×ãá×ßÞÝÕÙÕá×ßßfeâÙâÕÖdeïßâõÕïfÖÕáÕeÙÕgÖòâÙÚdßfÝÙâß×ïdÝ ÙgdeÖÞ×gÙdÙâ×eeÕÙò×g÷ôîÚÕÞg×Þ×ÖÕïÞg×ðÕáÙò×fÝïâeáÝfïÕßdð×gÙgdeÖâÙÝâeÕÖßâõÕïfÖÕ áÕeÙÕgÖïâÜÕgÖÕgÕÖâïÕeÙâdÝïâÖÙgâáÙÖÕßÞÝ×hßÕeÙïâÖÙgâáÙÖ×ÞÕeÖÞdáÕdógâáfÝÙfgÕdeï ógÕÕeâeãgdÖÙgfáÙfgÕô
ÇÑ¿¹ÊºÁǽ¹ÑÓë½Æ 츻Ó½
é
ë¸ÂǾÃÒÒǹ½¹¿ÃÀÊ»ÓǺ¸»Ç¸ºÇÀÑ¿ºÇÊÒ¿¹˿ù¹ÇÒǹÇÀÑÇé -N4'

K&)

)'4
'&)'&4&&
,>%(6)
&64(4'&6J46>
&
(J>
&4'K
46%4
'4
'4
G&)'&*'4
(V
&
%G*(

3K&'&)


K&(J>
'&'6&4'KU4Þ×Öâ
3K&%G*(&4'KKU&6
K4

K&'&4'&'&'6&6'&)'&
U
K
K&N'&

&
¿ìÇÏǹíkÑûù½Â¹Çº¿Ã¹ÑǺìǹǹÇÑ¿¹ÊÇÊ츻ӸÀ½ é
ë¸ÂÇ
¹½Ê¸Ãº¿Ò»ÓÇƹ¿æÇÑ»º¸»ÇéîÚÕçøØÖÕdgáÚdÝÖ×ã×feïkgÕá×gïÕïgÕÞ×gÙÖòâÙÚâeÙÚÕ Þg×ðÕáÙÖâÙÕdeïkigÕÞ×gÙÖgÕá×gïÕïòâÙÚâedjôßâÝÕgdïâfÖ×ãÙÚÕÞg×ðÕáÙÖâÙÕô3K&=4 +&
-&'4&'
4I&%
=-%
)II&
&6V)IK
&4
&
N'+6&)'
K&'
'4

*V)K4+&4V466
4
'4
'&I4'6IN
&
4
K
'')

)'4

'&)'&N'
V''&
4 

K&N'N&6N'&
4'&4,U&U)
6I'&4

V4NN'&4
&
V)'N)





  

 



 

 
!"
#$
%&' (&)"&'
*+,- .
/01


 +2-
3
4 5 67,68
9: 5


;
5: 1

<=
>?@AB@ CDE@ EFAE EFGB ?@EE@H GB A H@IJ@BE KDH GCKDHLAEGDC M@HEAGCGCN ED A OJ?EJHA? H@BDJHO@B ABB@BBL@CE ACP GB CDE CDEGKGOAEGDC DK A MHDQ@OE JCP@H R@CAE@ SG?? TRSU VWX YBB@LZ?[ SG?? TYSU \] DH R@OEGDC V^_ DK EF@ `AEGDCA? aGBEDHGO >H@B@HbAEGDC YOEc defghijkel mejl jheingef oilep kqe rjmgstpigj uivgptiweikjm xojmgky znk {ruxz| jil }jkgtijm uivgptiweikjm ~tmgny znk {}u~z| jpe qjilmgih pt€enk itkgsgnjkgti jil ntifomkjkgti peogpeweikf‚ ~mejfe seem spee kt ntikjnk we jk ƒ„
‚†‡ˆ‚‡‰„† tp vgj ewjgm jk llegekptŠsnf‹gikm‚ntw jil kqjiŒ yto stp ytop vjmojme jffgfkjine‚ 



 
 

 
























  !"#$

%&'&
()
&

*'+&,%-.


/01 $0

23'&4
5)
&+4'6
()
&2

74 )
%'&&8,%-..
9$#: 0;<0;;$1

=
>'
(
'&&

?
2
>'&,%-.2

#;0#@AB" $
.C&64

D'+&
?-2
(45&'4'6,%-.

0E 0A$#:F<0;;$1

2
()&
5)
&+4'6
()
&
2

G8
,%-.
:0H

.
5 )&I'45)
&+4'6
()
&


J&K,L3
2
9F##$E:"EM:

%'N'4
&D'+&
()
&
(K&

,%3

$OPF Q

R)&
(
'&&

D&N
,=S
2
5'&%'N'4
&T4'8U4V
%8
,=S
2

9   
WXYZ [Y\X ]
\ 9
WP 
\ ] 
[^][[
9^ 
Z ] P 
X [Y\
_`
\$aM$b:]$::$ 
cdefdghij,

k
lmnopqmnrstuvpwnxtmyzmum{u|xtu}
~txuwqxur€ptxn‚wn}mu
ƒ„
„†m‡ˆ‰ˆ
lmnopqmnr€Š€ˆ‹Œ‹
MŽ$E: ‘’“”“•–—˜™š›œžŸ ¡š¢› £š¤š¥¦§šœ ¨™š¢ž¦š©ª«ª©¬¥¢œ‘’“­–®¯ D&4'ptxn‚wn}muqxur°
±²³´µ¶·³¸¹º»¹¼½µ²¹º´¾±¶»¿²´À³ÁÀ·³²ºÂ·ºú²µ²·¼»µ½ÄÅÆDzµ²Â·µÁÄÈÁ·µ²ÉÁÊÁ˼·³·µ²¹º ¾Ã»ÇÈÊ¿̹³µÍÁÀ³¹À¹´ÁÄÎgÏÐeÑÒÑfÓÔÏdÐÓÕÏÖÏ×ÑØÙÏeÓÚgÏdÒØÏÛÜÝÜÛÞ×deß³¹àÁ˵¹º ¸ÁÍ·¼Ì¹ÌÓÔÏáÜÓhÑÝâgÏÐeÑãä´À·³µ¹ÌµÍÁÁºÉ²³¹ºåÁºµ·¼³ÁɲÁæÀ³¹ËÁ´´çæÁ·³Á˹ºÄ½Ëµ²ºÂ ·˽¼µ½³·¼³Á´¹½³ËÁ´·´´Á´´åÁºµã
èÔÏØgÑØÑÐÏéØgÑêÏÛÓÜÐdÒØÏÛÜÝÜÛÞ×deÝÑgÓÔÏÒëÕÚÓÔdÓìÑf×éØgÑÖÜéÏÝÑgÜeÛgÏdÐÏééÏeÐÜÓh deédÛÛÏ×ÏgdÓÏÔÑfÐÜeíØgÑéfÛÓÜÑeÓÔgÑfíÔÑfÓÓÔÏÞ×deÚgÏdîèÔÏØgÑØÑÐÏéØgÑêÏÛÓìÑf×é ÑÝÝÏgÝ×ÏïÜðÜ×ÜÓhÜeÙÏÏÓÜeíÓÔÏÏÖÑ×ÖÜeíeÏÏéÐÑÝÔÑfÐÏÔÑ×éÐÜeÓÔÏgÏíÜÑeÓÔgÑfíÔd Ùf×ÓÜÙÑéd×ÓgdeÐØÑgÓdÓÜÑeeÏÓìÑgñdeééÜÖÏgÐÏÔÑfÐÜeíÓhØÏÐdeédÝÝÑgédðÜ×ÜÓh×ÏÖÏ×ÐîòÓÔdÐ ÓÔÏØÑÓÏeÓÜd×ÓÑdÛÛÑÙÙÑédÓÏdØØgÑïÜÙdÓÏ×hóôõjjjÔÑÙÏÐdeéiöõjjjêÑðÐìÜÓÔÜeÓÔÏ eÏdg×h÷õjjjødÛgÏØ×deeÜeídgÏdðhÓÔÏhÏdgkjôjîâgdÙÏéìÜÓÔÜeÓÔgÏÏÜeÓÏggÏ×dÓÏéíÑd×Ðù ÝÜÐÛd×gÏÐØÑeÐÜðÜ×ÜÓhõÐÑÛÜd×ÏúfÜÓhõdeéÏeÖÜgÑeÙÏeÓd×ÐfÐÓdÜedðÜ×ÜÓhÓÔÏØgÑØÑÐÏéØgÑêÏÛÓ ìÑf×é×ÜeñdÐÏgÜÏÐÑÝÛÑÙØ×ÏÓÏÛÑÙÙfeÜÓÜÏÐdeéÙÜïÏéøfÐÏÛÏeÓÏgÐìÜÓÔdÙf×ÓÜÙÑéd× ÓgdeÐØÑgÓdÓÜÑeeÏÓìÑgñîèÔÏØgÑØÑÐÏéØgÑêÏÛÓìÑf×éÜeÛ×féÏÙdêÑgÓgdeÐÜÓ×ÜeÏÐõÙÜïÏéøfÐÏ ÛÏeÓÏgÐõéÜÖÏgÐÏgÏÐÜéÏeÓÜd×éÜÐÓgÜÛÓÐõÏÙØ×ÑhÙÏeÓéÜÐÓgÜÛÓÐõÑØÏeÐØdÛÏõdígÜÛf×ÓfgÏõdeé ígÏÏeÜeÝgdÐÓgfÛÓfgÏî
Á˹³Ä´»Á·³ËÍå·À沵ͷãå²¼Á¸½ÌÌÁ³·³¹½ºÄµÍÁ´²µÁ²´ÁºË¼¹´ÁÄ̹³Ź½³³ÁÌÁ³ÁºËÁã -N4'

K&)

)'4
'&)'&4&&
,>%(6)
&64(4'&6J46>
&(J>&4'K
46%4
'4
'4
G&)'&*'4
(V
&%G*(
3K&'&)


K&(J>
'&'6&4'KU4ØÑÐÜ

3K&%G*(&4'KKU&6
K4

K&'&4'&

'&'6&6'&)'&
U
K
K&N'
&

&
¹æÁÉÁ³ç
k˽¼µ½³·¼³Á´¹½³ËÁ´æÁ³Á³Á˹³ÄÁÄ沵Ͳº·ãå²¼Á
³·Ä²½´¹ÌµÍÁÀ³¹àÁ˵´²µÁãèÔÏáòÒÐÏdgÛÔd×ÐÑÝÑfeékgÏÛÑgéÏégÏØÑgÓÐìÜÓÔÜeÓÔÏ ØgÑêÏÛÓÐÜÓÏdeékigÏØÑgÓÐgÏÛÑgéÏéìÜÓÔÜedjîôÙÜ×ÏgdéÜfÐÑÝÓÔÏØgÑêÏÛÓÐÜÓÏî3K&=4 +&
-&'4&'
4I&%=-%)II&
&6V)IK
&4
&
N'+6&)'
K&'
'4

*V)K4+&4V466
4
'4
'&I4'6IN
&
4
K
'')

)'4

'&)'&N'
V''&
4 

K&N'N&6N'
&
4'&4,U&U)
6I'&4

V4NN'&4
&
V)'N)





  

 



 

 
!"
#$
%&' (&)"&'
*+,- .
/01


 +2-
3
4 5 67,68
9: 5


;
5: 1

<=
>?@AB@ CDE@ EFAE EFGB ?@EE@H GB A H@IJ@BE KDH GCKDHLAEGDC M@HEAGCGCN ED A OJ?EJHA? H@BDJHO@B ABB@BBL@CE ACP GB CDE CDEGKGOAEGDC DK A MHDQ@OE JCP@H R@CAE@ SG?? TRSU VWX YBB@LZ?[ SG?? TYSU \] DH R@OEGDC V^_ DK EF@ `AEGDCA? aGBEDHGO >H@B@HbAEGDC YOEc defghijkel mejl jheingef oilep kqe rjmgstpigj uivgptiweikjm xojmgky znk {ruxz| jil }jkgtijm uivgptiweikjm ~tmgny znk {}u~z| jpe qjilmgih pt€enk itkgsgnjkgti jil ntifomkjkgti peogpeweikf‚ ~mejfe seem spee kt ntikjnk we jk ƒ„
‚†‡ˆ‚‡‰„† tp vgj ewjgm jk llegekptŠsnf‹gikm‚ntw jil kqjiŒ yto stp ytop vjmojme jffgfkjine‚ 



 
 

 
























  !"#$

%&'&
()
&

*'+&,%-.


/01 $0

23'&4
5)
&+4'6
()
&2

74 )
%'&&8,%-..
9$#: 0;<0;;$1

=
>'
(
'&&

?
2
>'&,%-.2

#;0#@AB" $
.C&64

D'+&
?-2
(45&'4'6,%-.

0E 0A$#:F<0;;$1

2
()&
5)
&+4'6
()
&
2

G8
,%-.
:0H

.
5 )&I'45)
&+4'6
()
&


J&K,L3
2
9F##$E:"EM:

%'N'4
&D'+&
()
&
(K&

,%3

$OPF Q

R)&
(
'&&

D&N
,=S
2
5'&%'N'4
&T4'8U4V
%8
,=S
2

9   
WXYZ [Y\X ]
\ 9
WP 
\ ] 
[^][[
9^ 
Z ] P 
X [Y\
_`
\$aM$b:]$::$ 
cdefdghij,

k
lmnopqrstornusvmowxyuqznuor{m|r}mor{
y~oq}mowr€o~s{yuomv‚wƒor
l„
„†w‡ˆˆˆ‰

ozuqv{Šy‹Œ‰ŽŽ
M$E:‘ ’“”•”–—˜™š›œžŸž ¡¢›£œ¡¤›¥›¦ž§¨›¡©š›£Ÿ§›ª«¬«ª­¦£’“”®—¯° D&4'±²³´µ‚wƒorwr€o~s{¶
·¸¹º»¼½¹¾¿ÀÁ¿Âû¸¿ÀºÄ·¼ÁŸºƹÇƽ¹¸ÀȽÀÉÀ¸»¸½ÂÁ»ÃÊËÌ͸»¸È½»ÇÊÎÇȽ»¸ÏÇÐÇѽ¹½»¸¿À ÄÉÁÍÎÐÅÒ¿¹»ÓÇƹ¿Æ¿ºÇÊÔgÕÖe×Ø×fÙÚÕdÖÙÛÕÜÕÝ×ÞßÕeÙàgÕdØÞÕáâãâáäÝde广æÇÑ»¿À ¾ÇÓ½ÂÒ¿ÒÙÚÕçâÙh×ãègÕÖe×éêºƽ¹»¿Ò»ÓÇÇÀϸ¹¿ÀëÇÀ»½Â¹ÇϸÇìƹ¿ÑǺºíìǽ¹ÇÑ¿ÀÊÃÑ»¸ÀÈ ½Ñûù½Â¹Çº¿Ã¹ÑǺ½ººÇººëÇÀ»é
îÚÕÞg×Þ×ÖÕïÞg×ðÕáÙâÖdØÞÕáâãâáäÝdeã×gÙÚÕØñÛàÙÚdÙò×fÝïÞg×ÜâïÕã×gâeágÕdÖÕïïÕeÖâÙh deïdááÕÝÕgdÙÕÚ×fÖâeóÞg×ïfáÙâ×eÙÚg×fóÚ×fÙÙÚÕäÝdeàgÕdôîÚÕÞg×Þ×ÖÕïÞg×ðÕáÙò×fÝï ×ããÕgãÝÕõâöâÝâÙhâeßÕÕÙâeóÙÚÕÕÜ×ÝÜâeóeÕÕïÖ×ãÚ×fÖÕÚ×ÝïÖâeÙÚÕgÕóâ×eÙÚg×fóÚd ßfÝÙâß×ïdÝÙgdeÖÞ×gÙdÙâ×eeÕÙò×g÷deïïâÜÕgÖÕÚ×fÖâeóÙhÞÕÖdeïdãã×gïdöâÝâÙhÝÕÜÕÝÖôøÙÚdÖ ÙÚÕÞ×ÙÕeÙâdÝÙ×dáá×ßß×ïdÙÕdÞÞg×õâßdÙÕÝhùújjjÚ×ßÕÖdeïijjjð×öÖòâÙÚâeÙÚÕ eÕdgÝhjjjdágÕÞÝdeeâeódgÕdöhÙÚÕhÕdgkjújôègdßÕïòâÙÚâeÙÚgÕÕâeÙÕggÕÝdÙÕïó×dÝÖ ãâÖádÝgÕÖÞ×eÖâöâÝâÙhÖ×áâdÝÕfâÙhdeïÕeÜâg×eßÕeÙdÝÖfÖÙdâedöâÝâÙhÙÚÕÞg×Þ×ÖÕïÞg×ðÕáÙ ò×fÝïÝâe÷dÖÕgâÕÖ×ãá×ßÞÝÕÙÕá×ßßfeâÙâÕÖdeïßâõÕïfÖÕáÕeÙÕgÖòâÙÚdßfÝÙâß×ïdÝ ÙgdeÖÞ×gÙdÙâ×eeÕÙò×g÷ôîÚÕÞg×Þ×ÖÕïÞg×ðÕáÙò×fÝïâeáÝfïÕßdð×gÙgdeÖâÙÝâeÕÖßâõÕïfÖÕ áÕeÙÕgÖïâÜÕgÖÕgÕÖâïÕeÙâdÝïâÖÙgâáÙÖÕßÞÝ×hßÕeÙïâÖÙgâáÙÖ×ÞÕeÖÞdáÕdógâáfÝÙfgÕdeï ógÕÕeâeãgdÖÙgfáÙfgÕô
ÇÑ¿¹ÊºÁǽ¹ÑÓë½Æ츻Ó½ é
ë¸ÂǾÃÒÒǹ½¹¿ÃÀÊ»ÓǺ¸»Ç¸ºÇÀÑ¿ºÇÊÒ¿¹˿ù¹ÇÒǹÇÀÑÇé -N4'

K&)

)'4
'&)'&4&&
,>%(6)
&64(4'&6J46>
&
(J>
&4'K
46%4
'4

'4
G&)'&*'4
(V
&
%
G*(

3K&'&)


K&(J>
'&'6&4'KU4Þ×Öâ
3K&%
G*(&4'KKU&6
K4

K&'&4'&'&'6&6'&)'&
U
K
K&N'&

&
¿ìÇÏǹíkÑûù½Â¹Çº¿Ã¹ÑǺìǹǹÇÑ¿¹ÊÇÊ츻ӸÀ½ é ë¸ÂÇ
¹½Ê¸Ãº¿Ò»ÓÇƹ¿æÇÑ»º¸»ÇéîÚÕçøØÖÕdgáÚdÝÖ×ã×feïkgÕá×gïÕïgÕÞ×gÙÖòâÙÚâeÙÚÕ Þg×ðÕáÙÖâÙÕdeïkigÕÞ×gÙÖgÕá×gïÕïòâÙÚâedjôúßâÝÕgdïâfÖ×ãÙÚÕÞg×ðÕáÙÖâÙÕô3K&=4 +&
-&'4
&'
4I&%
=-
%
)II&
&6V)IK
&4
&
N'+6&)'
K&'
'4

*V)K4+&4V466
4
'4
'&I4'6IN
&
4
K
'')

)'4

'&)'&N'
V''&
4 

K&N'N&6N'&
4'&4,U&U)
6I'&4

V4NN'&4
&
V)'N)





  

 



 

 
!"
#$
%&' (&)"&'
*+,- .
/01


 +2-
3
4 5 67,68
9: 5


;
5: 1

<=
>?@AB@ CDE@ EFAE EFGB ?@EE@H GB A H@IJ@BE KDH GCKDHLAEGDC M@HEAGCGCN ED A OJ?EJHA? H@BDJHO@B ABB@BBL@CE ACP GB CDE CDEGKGOAEGDC DK A MHDQ@OE JCP@H R@CAE@ SG?? TRSU VWX YBB@LZ?[ SG?? TYSU \] DH R@OEGDC V^_ DK EF@ `AEGDCA? aGBEDHGO >H@B@HbAEGDC YOEc defghijkel mejl jheingef oilep kqe rjmgstpigj uivgptiweikjm xojmgky znk {ruxz| jil }jkgtijm uivgptiweikjm ~tmgny znk {}u~z| jpe qjilmgih pt€enk itkgsgnjkgti jil ntifomkjkgti peogpeweikf‚ ~mejfe seem spee kt ntikjnk we jk ƒ„
‚†‡ˆ‚‡‰„† tp vgj ewjgm jk llegekptŠsnf‹gikm‚ntw jil kqjiŒ yto stp ytop vjmojme jffgfkjine‚ 



 
 

 
























  !"#$

%&'&
()
&

*'+&,%-.


/01 $0

23'&4
5)
&+4'6
()
&2

74 )
%'&&8,%-..
9$#: 0;<0;;$1

=
>'
(
'&&

?
2
>'&,%-.2

#;0#@AB" $
.C&64

D'+&
?-2
(45&'4'6,%-.

0E 0A$#:F<0;;$1

2
()&
5)
&+4'6
()
&
2

G8
,%-.
:0H

.
5 )&I'45)
&+4'6
()
&


J&K,L3
2
9F##$E:"EM:

%'N'4
&D'+&
()
&
(K&

,%3

$OPF Q

R)&
(
'&&

D&N
,=S
2
5'&%'N'4
&T4'8U4V
%8
,=S
2

9   
WXYZ [Y\X ]
\ 9
WP 
\ ] 
[^][[
9^ 
Z ] P 
X [Y\
_`
\$aM$b:]$::$ 
cdefdghij,

k
lmnopqrsstuvmwxoyzn{|t
}roptn{~ttnt€‚pr{nƒtnym~
„
„†m‡ˆ‰ˆ
Š{~‹t~‚ŒŽ‘
M’“$E:” •–—˜—™š›œžŸ ¡¢¡£¤¥ž¦Ÿ¤§ž¨ž©¡ª«ž ¤¬ž¦¢ªž­®¯®­°©¦ •–—±š²³ D&4'‚pr{nƒtnym~´µ¶µ·¸
¹º»¼½¾¿»ÀÁÂÃÁÄŽºÁ¼ƹ¾ÃǺ¼È»ÉÈ¿»ºÂÊ¿Â˺½º¿ÄýÅÌÍÎϺ½ºÊ¿½ÉÌÐÉÊ¿½ºÑÉÒÉÓÄ¿»¿½ºÁ ÆËÃÏÐÒÇÔÁ»½ÕÉÈ»ÁÈÁ¼ÉÌÖg×ØeÙÚÙfÛÜ×dØÛÝ×Þ×ßÙàá×eÛâg×dÚà×ãäåäãæßdeç»ÁèÉÓ½Á ÀÉÕ¿ÄÔÁÔÛÜ×éäÛhÙåêg×ØeÙëì¼È¿»½ÁÔ½ÕÉÉÂѺ»ÁÂíɽ¿Ä»ÉѺÉîÈ»ÁÓɼ¼ïîÉ¿»ÉÓÁÂÌÅÓ½ºÂÊ ¿ÓÅĽŻ¿Ä»É¼ÁÅ»Óɼ¿¼¼É¼¼íɽë
ðÜ×àgÙàÙØ×ñàgÙò×ãÛäØdÚà×ãäåäãæßdeåÙgÛÜ×ÚóÝâÛÜdÛôÙfßñàgÙÞäñ×åÙgäeãg×dØ×ññ×eØäÛh deñdãã×ß×gdÛ×ÜÙfØäeõàgÙñfãÛäÙeÛÜgÙfõÜÙfÛÛÜ×æßdeâg×döðÜ×àgÙàÙØ×ñàgÙò×ãÛôÙfßñ Ùåå×gåß×÷äøäßäÛhäeá××ÛäeõÛÜ××ÞÙßÞäeõe××ñØÙåÜÙfØ×ÜÙßñØäeÛÜ×g×õäÙeÛÜgÙfõÜd áfßÛäáÙñdßÛgdeØàÙgÛdÛäÙee×ÛôÙgùdeññäÞ×gØ×ÜÙfØäeõÛhà×ØdeñdååÙgñdøäßäÛhß×Þ×ßØöúÛÜdØ ÛÜ×àÙÛ×eÛädßÛÙdããÙááÙñdÛ×dààgÙ÷äádÛ×ßhjjjÜÙá×ØdeñijjjòÙøØôäÛÜäeÛÜ× e×dgßhjjjdãg×àßdeeäeõdg×døhÛÜ×h×dgkjjöêgdá×ñôäÛÜäeÛÜg××äeÛ×gg×ßdÛ×ñõÙdßØ åäØãdßg×ØàÙeØäøäßäÛhØÙãädß×fäÛhdeñ×eÞägÙeá×eÛdßØfØÛdäedøäßäÛhÛÜ×àgÙàÙØ×ñàgÙò×ãÛ ôÙfßñßäeùdØ×gä×ØÙåãÙáàß×Û×ãÙááfeäÛä×Ødeñáä÷×ñfØ×ã×eÛ×gØôäÛÜdáfßÛäáÙñdß ÛgdeØàÙgÛdÛäÙee×ÛôÙgùöðÜ×àgÙàÙØ×ñàgÙò×ãÛôÙfßñäeãßfñ×ádòÙgÛgdeØäÛßäe×Øáä÷×ñfØ× ã×eÛ×gØñäÞ×gØ×g×Øäñ×eÛädßñäØÛgäãÛØ×áàßÙhá×eÛñäØÛgäãÛØÙà×eØàdã×dõgäãfßÛfg×deñ õg××eäeågdØÛgfãÛfg×ö
ÉÓÁ»Ì¼ÃÉ¿»ÓÕí¿È
Õ¿
ë
íºÄÉÀÅÔÔÉ»¿»ÁÅÂ̽Õɼº½Éº¼ÉÂÓÄÁ¼ÉÌÔÁ»ÍÁÅ»»ÉÔÉ»ÉÂÓÉë -N4'

K&)

)'4
'&)'&4&&
,>%(6)
&64(4'&6J46>
&
(J>&4'K
46%4
'4
'4
G&)'&*'4
(V
&
%G*(
3K&'&)


K&(J>
'&'6&4'KU4àÙØä
3K&%G*(&4'KKU&6
K4

K&'&4'&'&'6&6'&)'&
U
K
K&N'&

&
ÁîÉÑÉ»ïkÓÅĽŻ¿Ä»É¼ÁÅ»ÓɼîɻɻÉÓÁ»ÌÉÌպ¿ ë
íºÄÉ
»¿ÌºÅ¼ÁÔ½ÕÉÈ»ÁèÉÓ½¼º½ÉëðÜ×éúÚØ×dgãÜdßØÙåÙfeñkg×ãÙgñ×ñg×àÙgÛØôäÛÜäeÛÜ× àgÙò×ãÛØäÛ×deñkig×àÙgÛØg×ãÙgñ×ñôäÛÜäedjöáäß×gdñäfØÙåÛÜ×àgÙò×ãÛØäÛ×ö3K&=4 +&
-&'4&'
4I&%
=-%)II&
&6V)IK
&4
&
N'+6&)'
K&'
'4

*V)K4+&4V466
4
'4
'&I4'6IN
&
4
K
'')

)'4

'&)'&N'
V''&
4 

K&N'N&6N'&
4'&4,U&U)
6I'&4

V4NN'&4
&
V)'N)





  

 



 

 
!"
#$
%&' (&)"&'
*+,- .
/01


 +2-
3
4 5 67,68
9: 5


;
5: 1

<=
>?@AB@ CDE@ EFAE EFGB ?@EE@H GB A H@IJ@BE KDH GCKDHLAEGDC M@HEAGCGCN ED A OJ?EJHA? H@BDJHO@B ABB@BBL@CE ACP GB CDE CDEGKGOAEGDC DK A MHDQ@OE JCP@H R@CAE@ SG?? TRSU VWX YBB@LZ?[ SG?? TYSU \] DH R@OEGDC V^_ DK EF@ `AEGDCA? aGBEDHGO >H@B@HbAEGDC YOEc defghijkel mejl jheingef oilep kqe rjmgstpigj uivgptiweikjm xojmgky znk {ruxz| jil }jkgtijm uivgptiweikjm ~tmgny znk {}u~z| jpe qjilmgih pt€enk itkgsgnjkgti jil ntifomkjkgti peogpeweikf‚ ~mejfe seem spee kt ntikjnk we jk ƒ„
‚†‡ˆ‚‡‰„† tp vgj ewjgm jk llegekptŠsnf‹gikm‚ntw jil kqjiŒ yto stp ytop vjmojme jffgfkjine‚ 



 
 

 
























  !"#$

%&'&
()
&

*'+&,%-.


/01 $0

23'&4
5)
&+4'6
()
&2

74 )
%'&&8,%-..
9$#: 0;<0;;$1

=
>'
(
'&&

?
2
>'&,%-.2

#;0#@AB" $
.C&64

D'+&
?-2
(45&'4'6,%-.

0E 0A$#:F<0;;$1

2
()&
5)
&+4'6
()
&
2

G8
,%-.
:0H

.
5 )&I'45)
&+4'6
()
&


J&K,L3
2
9F##$E:"EM:

%'N'4
&D'+&
()
&
(K&

,%3

$OPF Q

R)&
(
'&&

D&N
,=S
2
5'&%'N'4
&T4'8U4V
%8
,=S
2

9   
WXYZ [Y\X ]
\ 9
WP 
\ ] 
[^][[
9^ 
Z ] P 
X [Y\
_`
\$aM$b:]$::$ 
cdefdghij,

k
lmnodephqderstgmduvwtxytgezueu{epmdex
|}m~dtys€m‚ƒsdmgtgxue
„
†
lu‡iiˆ
‰ftggh‚ƒ‰‚Ši‹jk
MŒ$E:Ž ‘’‘“”•–—˜™š›œ›žŸ˜ ™ž¡˜¢˜£›¤¥˜šž¦—˜ œ¤˜§¨©¨§ª£ š‘«”¬­ D&4'%K4'®¯°±²³€m´
µ¶·¸¹º»·¼½¾¿½ÀÁ¹¶½¾¸µº¿Ã¶¸Ä·ÅÄ»·¶¾Æ»¾Ǿ¶¹¶»À¿¹ÁÈÉÊ˶¹¶Æ»¹ÅÈÌÅÆ»¹¶ÍÅÎÅÏÀ»·»¹¶½¾ ÂÇ¿ËÌÎÃн·¹ÑÅÄ·½Ä½¸ÅÈÒgtxeuoufystdxyÓtÔt}uÕtey‰gtdotrmvmr„}deÖ·½×ÅϹ½¾ ¼ÅÑ»ÀнÐystƒmyhuvØgtxeuÙڸĻ·¹½Ð¹ÑÅžͶ·½¾Ûž¹»À·ÅͶÅÜÄ·½ÏŸ¸ÝÜÅ»·ÅϽ¾ÈÁϹ¶¾Æ »ÏÁÀ¹Á·»À·Å¸½Á·ÏŸ»¸¸Å¸¸Ûž¹Ù
Þstguuxtpgußtrymxdotrmvmr„}devugysto|Ӊysdyàuf}pguÔmptvugmergtdxtpptexmyh depdrrt}tgdytsufxmengupfrymueysgufnsufyyst„}de‰gtd Þstguuxtpgußtryàuf}p
uvvtgv}t‡mm}myhmeÕttymenysttÔu}Ômenettpxuvsufxtsu}pxmeystgtnmueysgufnsd Õf}ymÕupd}ygdexugydymueetyàugádeppmÔtgxtsufxmenyhtxdepdvvugpdm}myh}tÔt}x {ysdx
ystuyteymd}yudrruÕÕupdytdgu‡mÕdyt}hâã‚jjjsuÕtxdepiˆ‚jjjßuxàmysmeyst etdg}hŠ‚jjjädrgt}deemendgtdhysthtdgkjãj
ØgdÕtpàmysmeysgttmeytggt}dytpnud}xå
vmxrd}gtxuexmm}myh‚xurmd}tæfmyh‚depteÔmgueÕteyd}xfxydmedm}myhystguuxtpgußtry àuf}p}meádxtgmtxuvruՁ}tytruÕÕfemymtxdepÕm‡tpäfxtrteytgxàmysdÕf}ymÕupd} ygdexugydymueetyàugá
Þstguuxtpgußtryàuf}pmer}fptÕdßugygdexmy}metx‚Õm‡tpäfxt rteytgx‚pmÔtgxtgtxmpteymd}pmxygmryx‚tՁ}uhÕteypmxygmryx‚utexdrt‚dngmrf}yfgt‚dep ngttemevgdxygfryfgt

çÅϽ·È¸¿Å»·ÏÑÛ»Äèܶ¹Ñ»éÙêÛ¶ÀżÁÐÐÅ·»·½Á¾È¹ÑŸ¶¹Å¶¸žÏÀ½¸ÅÈн·ɽÁ··ÅÐŷžÏÅÙ -N4'

K&)

)'4
'&)'&4&&
,>%(6)
&64(4'&6J46>
&ë(J>ì&4'K
46%4
'4í
'4
G&)'&*'4
(V
&ë%íG*(ì
3K&'&)


K&(J>
'&'6&4'KU4uxmîïðñ
3K&%íG*(&4'KKU&6
K4

K&'&4'&òò'&'6&6'&)'&
U
K
K&N'ó&

&
ô½ÜÅÍÅ·ÝòkÏÁÀ¹Á·»À·Å¸½Á·ÏŸÜÅ·Å·ÅϽ·ÈÅÈܶ¹Ñ¶¾»éÙêÛ¶ÀÅ ·»È¶Á¸½Ð¹ÑÅÄ·½×ÅϹ¸¶¹ÅÙÞstƒõq{oxtdgrsd}xuvufepk‹gtrugptpgtugyxàmysmeyst gußtryxmytdepkigtugyxgtrugptpàmysmedj
ãÕm}tgdpmfxuvystgußtryxmyt
3K&=4
+&
-&'4í&'
4I&%ë=-í%ì)II&
&6V)IK
ö&4ö
&
N'+6&)'
K&'
'4

*V)K4+&4V466
4
'4
'&I4'6IN
&
4
K
'')

)'4

'&)'&N'÷
V''&
4 

K&N'N&6N'ó&
4'&4,U&U)
6I'&4

V4NN'&4
&
V)'N)





  

 



 

 
!"
#$
%&' (&)"&'
*+,- .
/01


 +2-
3
4 5 67,68
9: 5


;
5: 1

<=
>?@AB@ CDE@ EFAE EFGB ?@EE@H GB A H@IJ@BE KDH GCKDHLAEGDC M@HEAGCGCN ED A OJ?EJHA? H@BDJHO@B ABB@BBL@CE ACP GB CDE CDEGKGOAEGDC DK A MHDQ@OE JCP@H R@CAE@ SG?? TRSU VWX YBB@LZ?[ SG?? TYSU \] DH R@OEGDC V^_ DK EF@ `AEGDCA? aGBEDHGO >H@B@HbAEGDC YOEc defghijkel mejl jheingef oilep kqe rjmgstpigj uivgptiweikjm xojmgky znk {ruxz| jil }jkgtijm uivgptiweikjm ~tmgny znk {}u~z| jpe qjilmgih pt€enk itkgsgnjkgti jil ntifomkjkgti peogpeweikf‚ ~mejfe seem spee kt ntikjnk we jk ƒ„
‚†‡ˆ‚‡‰„† tp vgj ewjgm jk llegekptŠsnf‹gikm‚ntw jil kqjiŒ yto stp ytop vjmojme jffgfkjine‚ 



 
 

 
























  !"#$

%&'&
()
&

*'+&,%-.


/01 $0

23'&4
5)
&+4'6
()
&2

74 )
%'&&8,%-..
9$#: 0;<0;;$1

=
>'
(
'&&

?
2
>'&,%-.2

#;0#@AB" $
.C&64

D'+&
?-2
(45&'4'6,%-.

0E 0A$#:F<0;;$1

2
()&
5)
&+4'6
()
&
2

G8
,%-.
:0H

.
5 )&I'45)
&+4'6
()
&


J&K,L3
2
9F##$E:"EM:

%'N'4
&D'+&
()
&
(K&

,%3

$OPF Q

R)&
(
'&&

D&N
,=S
2
5'&%'N'4
&T4'8U4V
%8
,=S
2

9   
WXYZ [Y\X ]
\ 9
WP 
\ ] 
[^][[
9^ 
Z ] P 
X [Y\
_`
\$aM$b:]$::$ 
cdefdghij,

k
lmnopqrstumvtwmtxypzvm
{zpt|m}m~poo€ymvzpz‚rt
ƒ„
„{r†‡ˆ‰
Šzvmtu€‹ŒŽŽ
M‘$E:’ “”•–•—˜™š›œžŸ Ÿ¡¢£œ¤¢¥œ¦œ§Ÿ¨©œž¢ª›œ¤ ¨œ«¬­¬«®§¤ž“”•¯˜°± D&4'²³´µzpz‚rt}m~poo¶
·¸¹º»¼½¹¾¿ÀÁ¿Âû¸¿ÀºÄ·¼ÁŸºƹÇƽ¹¸ÀȽÀÉÀ¸»¸½ÂÁ»ÃÊËÌ͸»¸È½»ÇÊÎÇȽ»¸ÏÇÐÇѽ¹½»¸¿À ÄÉÁÍÎÐÅÒ¿¹»ÓÇƹ¿Æ¿ºÇÊÔgÕÖe×Ø×fÙÚÕdÖÙÛÕÜÕÝ×ÞßÕeÙàgÕdØÞÕáâãâáäÝde广æÇÑ»¿À ¾ÇÓ½ÂÒ¿ÒÙÚÕçâÙh×ãègÕÖe×éêºƽ¹»¿Ò»ÓÇÇÀϸ¹¿ÀëÇÀ»½Â¹ÇϸÇìƹ¿ÑǺºíìǽ¹ÇÑ¿ÀÊÃÑ»¸ÀÈ ½Ñûù½Â¹Çº¿Ã¹ÑǺ½ººÇººëÇÀ»é
îÚÕÞg×Þ×ÖÕïÞg×ðÕáÙâÖdØÞÕáâãâáäÝdeã×gÙÚÕØñÛàÙÚdÙò×fÝïÞg×ÜâïÕã×gâeágÕdÖÕïïÕeÖâÙh deïdááÕÝÕgdÙÕÚ×fÖâeóÞg×ïfáÙâ×eÙÚg×fóÚ×fÙÙÚÕäÝdeàgÕdôîÚÕÞg×Þ×ÖÕïÞg×ðÕáÙò×fÝï ×ããÕgãÝÕõâöâÝâÙhâeßÕÕÙâeóÙÚÕÕÜ×ÝÜâeóeÕÕïÖ×ãÚ×fÖÕÚ×ÝïÖâeÙÚÕgÕóâ×eÙÚg×fóÚd ßfÝÙâß×ïdÝÙgdeÖÞ×gÙdÙâ×eeÕÙò×g÷deïïâÜÕgÖÕÚ×fÖâeóÙhÞÕÖdeïdãã×gïdöâÝâÙhÝÕÜÕÝÖôøÙÚdÖ ÙÚÕÞ×ÙÕeÙâdÝÙ×dáá×ßß×ïdÙÕdÞÞg×õâßdÙÕÝhùújjjÚ×ßÕÖdeïijjjð×öÖòâÙÚâeÙÚÕ eÕdgÝhjjjdágÕÞÝdeeâeódgÕdöhÙÚÕhÕdgkjújôègdßÕïòâÙÚâeÙÚgÕÕâeÙÕggÕÝdÙÕïó×dÝÖ ãâÖádÝgÕÖÞ×eÖâöâÝâÙhÖ×áâdÝÕfâÙhdeïÕeÜâg×eßÕeÙdÝÖfÖÙdâedöâÝâÙhÙÚÕÞg×Þ×ÖÕïÞg×ðÕáÙ ò×fÝïÝâe÷dÖÕgâÕÖ×ãá×ßÞÝÕÙÕá×ßßfeâÙâÕÖdeïßâõÕïfÖÕáÕeÙÕgÖòâÙÚdßfÝÙâß×ïdÝ ÙgdeÖÞ×gÙdÙâ×eeÕÙò×g÷ôîÚÕÞg×Þ×ÖÕïÞg×ðÕáÙò×fÝïâeáÝfïÕßdð×gÙgdeÖâÙÝâeÕÖßâõÕïfÖÕ áÕeÙÕgÖïâÜÕgÖÕgÕÖâïÕeÙâdÝïâÖÙgâáÙÖÕßÞÝ×hßÕeÙïâÖÙgâáÙÖ×ÞÕeÖÞdáÕdógâáfÝÙfgÕdeï ógÕÕeâeãgdÖÙgfáÙfgÕô
ÇÑ¿¹ÊºÁǽ¹ÑÓë½Æ츻Ó½ é
ë¸ÂǾÃÒÒǹ½¹¿ÃÀÊ»ÓǺ¸»Ç¸ºÇÀÑ¿ºÇÊÒ¿¹˿ù¹ÇÒǹÇÀÑÇé -N4'

K&)

)'4
'&)'&4&&
,>%(6)
&64(4'&6J46>
&
(J>
&4'K
46%4
'4

'4
G&)'&*'4
(V
&
%
G*(

3K&'&)


K&(J>
'&'6&4'KU4Þ×Öâ
3K&%
G*(&4'KKU&6
K4

K&'&4'&'&'6&6'&)'&
U
K
K&N'&

&
¿ìÇÏǹíkÑûù½Â¹Çº¿Ã¹ÑǺìǹǹÇÑ¿¹ÊÇÊ츻ӸÀ½ é ë¸ÂÇ
¹½Ê¸Ãº¿Ò»ÓÇƹ¿æÇÑ»º¸»ÇéîÚÕçøØÖÕdgáÚdÝÖ×ã×feïkgÕá×gïÕïgÕÞ×gÙÖòâÙÚâeÙÚÕ Þg×ðÕáÙÖâÙÕdeïkigÕÞ×gÙÖgÕá×gïÕïòâÙÚâedjôúßâÝÕgdïâfÖ×ãÙÚÕÞg×ðÕáÙÖâÙÕô3K&=4 +&
-&'4
&'
4I&%
=-
%
)II&
&6V)IK
&4
&
N'+6&)'
K&'
'4

*V)K4+&4V466
4
'4
'&I4'6IN
&
4
K
'')

)'4

'&)'&N'
V''&
4 

K&N'N&6N'&
4'&4,U&U)
6I'&4

V4NN'&4
&
V)'N)





  

 



 

 
!"
#$
%&' (&)"&'
*+,- .
/01


 +2-
3
4 5 67,68
9: 5


;
5: 1

<=
>?@AB@ CDE@ EFAE EFGB ?@EE@H GB A H@IJ@BE KDH GCKDHLAEGDC M@HEAGCGCN ED A OJ?EJHA? H@BDJHO@B ABB@BBL@CE ACP GB CDE CDEGKGOAEGDC DK A MHDQ@OE JCP@H R@CAE@ SG?? TRSU VWX YBB@LZ?[ SG?? TYSU \] DH R@OEGDC V^_ DK EF@ `AEGDCA? aGBEDHGO >H@B@HbAEGDC YOEc defghijkel mejl jheingef oilep kqe rjmgstpigj uivgptiweikjm xojmgky znk {ruxz| jil }jkgtijm uivgptiweikjm ~tmgny znk {}u~z| jpe qjilmgih pt€enk itkgsgnjkgti jil ntifomkjkgti peogpeweikf‚ ~mejfe seem spee kt ntikjnk we jk ƒ„
‚†‡ˆ‚‡‰„† tp vgj ewjgm jk llegekptŠsnf‹gikm‚ntw jil kqjiŒ yto stp ytop vjmojme jffgfkjine‚ 



 
 

 
























  !"#$

%&'&
()
&

*'+&,%-.


/01 $0

23'&4
5)
&+4'6
()
&2

74 )
%'&&8,%-..
9$#: 0;<0;;$1

=
>'
(
'&&

?
2
>'&,%-.2

#;0#@AB" $
.C&64

D'+&
?-2
(45&'4'6,%-.

0E 0A$#:F<0;;$1

2
()&
5)
&+4'6
()
&
2

G8
,%-.
:0H

.
5 )&I'45)
&+4'6
()
&


J&K,L3
2
9F##$E:"EM:

%'N'4
&D'+&
()
&
(K&

,%3

$OPF Q

R)&
(
'&&

D&N
,=S
2
5'&%'N'4
&T4'8U4V
%8
,=S
2

9   
WXYZ [Y\X ]
\ 9
WP 
\ ] 
[^][[
9^ 
Z ] P 
X [Y\
_`
\$aM$b:]$::$ 
cdefdghij,

k
lmnopqrsqptuvwxpyzr{|von|o}
~rx|v}|€|v‚ƒtpwv„|v
ro
†‡ˆ‡q|
}‰wŠr‹{|Œ
v|
or‚ƒ‹‚ˆŽ‘
M’“$E:” •–—˜—™š›œžŸ ¡¢¡£¤¥ž¦Ÿ¤§ž¨ž©¡ª«ž ¤¬ž¦¢ªž­®¯®­°©¦ •–—±š²³ D&4'%K4'´µ¶·¸¹|€|vº
»¼½¾¿ÀÁ½ÂÃÄÅÃÆÇ¿¼ÃľÈ»ÀÅɼ¾ʽËÊÁ½¼ÄÌÁÄÍļ¿¼ÁÆÅ¿ÇÎÏÐѼ¿¼ÌÁ¿ËÎÒËÌÁ¿¼ÓËÔËÕÆÁ½Á¿¼ÃÄ ÈÍÅÑÒÔÉÖý¿×ËʽÃÊþËÎØgÙÚeÛÜÛfÝÞÙdÚÝßÙàÙáÛâãÙeÝägÙdÜâÙåæçæåèádeé½ÃêËÕ¿ÃÄ ÂË×ÁÆÖÃÖÝÞÙëæÝhÛçìgÙÚeÛíî¾ÊÁ½¿ÃÖ¿×ËËÄÓ¼½ÃÄïËÄ¿ÁƽËÓ¼ËðʽÃÕ˾¾ñðËÁ½ËÕÃÄÎÇÕ¿¼ÄÌ ÁÕÇƿǽÁƽ˾ÃǽÕ˾Á¾¾Ë¾¾ïËÄ¿í
òÞÙâgÛâÛÚÙóâgÛôÙåÝæÚdÜâÙåæçæåèádeçÛgÝÞÙÜõßäÝÞdÝöÛfáóâgÛàæóÙçÛgæeågÙdÚÙóóÙeÚæÝh deódååÙáÙgdÝÙÞÛfÚæe÷âgÛófåÝæÛeÝÞgÛf÷ÞÛfÝÝÞÙèádeägÙdøòÞÙâgÛâÛÚÙóâgÛôÙåÝöÛfáó ÛççÙgçáÙùææáæÝhæeãÙÙÝæe÷ÝÞÙÙàÛáàæe÷eÙÙóÚÛçÞÛfÚÙÞÛáóÚæeÝÞÙgÙ÷æÛeÝÞgÛf÷Þd ãfáÝæãÛódáÝgdeÚâÛgÝdÝæÛeeÙÝöÛgdeóóæàÙgÚÙÞÛfÚæe÷ÝhâÙÚdeódççÛgódæáæÝháÙàÙáÚøÝÞdÚ ÝÞÙâÛÝÙeÝædáÝÛdååÛããÛódÝÙdââgÛùæãdÝÙáhjjjÞÛãÙÚdeóijjjôÛÚöæÝÞæeÝÞÙ eÙdgáhjjj dågÙâádeeæe÷dgÙdhÝÞÙhÙdgkjjøìgdãÙóöæÝÞæeÝÞgÙÙæeÝÙggÙádÝÙó÷ÛdáÚ 
çæÚådágÙÚâÛeÚææáæÝhÚÛåædáÙ
fæÝhdeóÙeàægÛeãÙeÝdáÚfÚÝdæedæáæÝhÝÞÙâgÛâÛÚÙóâgÛôÙåÝ öÛfáóáæedÚÙgæÙÚÛçåÛãâáÙÝÙåÛããfeæÝæÙÚdeóãæùÙó fÚÙåÙeÝÙgÚöæÝÞdãfáÝæãÛódá ÝgdeÚâÛgÝdÝæÛeeÙÝöÛgøòÞÙâgÛâÛÚÙóâgÛôÙåÝöÛfáóæeåáfóÙãdôÛgÝgdeÚæÝáæeÙÚãæùÙó fÚÙ åÙeÝÙgÚóæàÙgÚÙgÙÚæóÙeÝædáóæÚÝgæåÝÚÙãâáÛhãÙeÝóæÚÝgæåÝÚÛâÙeÚâdåÙd÷gæåfáÝfgÙdeó ÷gÙÙeæeçgdÚÝgfåÝfgÙø

ËÕýξÅËÁ½Õ×ïÁÊ
ð¼¿×Áíï¼ÆËÂÇÖÖ˽Á½ÃÇÄο×˾¼¿Ë¼¾ËÄÕÆþËÎÖýÏÃǽ½ËÖ˽ËÄÕËí -N4'

K&)

)'4
'&)'&4&&
,>%(6)
&64(4'&6J46>
&(J>&4'K
46%4
'4
'4
G&)'&*'4
(V
&%G*(
3K&'&)


K&(J>
'&'6&4'KU4âÛÚæ
3K&%G*(&4'KKU&6
K4

K&'&4'&'&'6&6'&)'&
U
K
K&N'&

&
ÃðËÓ˽ñkÕÇƿǽÁƽ˾ÃǽÕ˾ð˽˽ËÕýÎËÎð¼¿×¼ÄÁíï¼ÆË ½ÁμǾÃÖ¿×ËʽÃêËÕ¿¾¼¿ËíòÞÙëÜÚÙdgåÞdáÚÛçÛfeók gÙåÛgóÙógÙâÛgÝÚöæÝÞæeÝÞÙ
âgÛôÙåÝÚæÝÙdeókigÙâÛgÝÚgÙåÛgóÙóöæÝÞæedjøãæáÙgdóæfÚÛçÝÞÙâgÛôÙåÝÚæÝÙø3K&=4 +&
-&'4&'
4I&%=-%)II&
&6V)IK

&4

&
N'+6&)'
K&'
'4

*V)K4+&4V466
4
'4
'&I4'6IN
&
4
K
'')

)'4

'&)'&N'

V''&
4 

K&N'N&6N'&
4'&4,U&U)
6I'&4

V4NN'&4
&
V)'N)





  

 



 

 
!"
#$
%&' (&)"&'
*+,- .
/01


 +2-
3
4 5 67,68
9: 5


;
5: 1

<=
>?@AB@ CDE@ EFAE EFGB ?@EE@H GB A H@IJ@BE KDH GCKDHLAEGDC M@HEAGCGCN ED A OJ?EJHA? H@BDJHO@B ABB@BBL@CE ACP GB CDE CDEGKGOAEGDC DK A MHDQ@OE JCP@H R@CAE@ SG?? TRSU VWX YBB@LZ?[ SG?? TYSU \] DH R@OEGDC V^_ DK EF@ `AEGDCA? aGBEDHGO >H@B@HbAEGDC YOEc defghijkel mejl jheingef oilep kqe rjmgstpigj uivgptiweikjm xojmgky znk {ruxz| jil }jkgtijm uivgptiweikjm ~tmgny znk {}u~z| jpe qjilmgih pt€enk itkgsgnjkgti jil ntifomkjkgti peogpeweikf‚ ~mejfe seem spee kt ntikjnk we jk ƒ„
‚†‡ˆ‚‡‰„† tp vgj ewjgm jk llegekptŠsnf‹gikm‚ntw jil kqjiŒ yto stp ytop vjmojme jffgfkjine‚ 



 
 

 
























  !"#$

%&'&
()
&

*'+&,%-.


/01 $0

23'&4
5)
&+4'6
()
&2

74 )
%'&&8,%-..
9$#: 0;<0;;$1

=
>'
(
'&&

?
2
>'&,%-.2

#;0#@AB" $
.C&64

D'+&
?-2
(45&'4'6,%-.

0E 0A$#:F<0;;$1

2
()&
5)
&+4'6
()
&
2

G8
,%-.
:0H

.
5 )&I'45)
&+4'6
()
&


J&K,L3
2
9F##$E:"EM:

%'N'4
&D'+&
()
&
(K&

,%3

$OPF Q

R)&
(
'&&

D&N
,=S
2
5'&%'N'4
&T4'8U4V
%8
,=S
2

9   
WXYZ [Y\X ]
\ 9
WP 
\ ] 
[^][[
9^ 
Z ] P 
X [Y\
_`
\$aM$b:]$::$ 
cdefdghij,

k
lmnopqrsstuvmwxoyzn{|t
z{}mopu~tnt
~€€‚mƒ„
„
†{‡ˆt‡‰Š‹‰ŒŽ
M‘’$E:“ ”•–—–˜™š›œžŸ ¡ ¢£¤¥ž£¦§¨ ©ªŸ£«œ¥¡©¬­®­¬¯¨¥Ÿ”•–°™±² D&4'z{}mopu~tnt³
´µ¶·¸¹º¶»¼½¾¼¿À¸µ¼½·Á´¹¾Âµ·öÄú¶µ½Åº½ƽµ¸µº¿¾¸ÀÇÈÉʵ¸µÅº¸ÄÇËÄź¸µÌÄÍÄοº¶º¸µ¼½ ÁƾÊËÍÂϼ¶¸ÐÄö¼Ã¼·ÄÇÑgÒÓeÔÕÔfÖ×ÒdÓÖØÒÙÒÚÔÛÜÒeÖÝgÒdÕÛÒÞßàßÞáÚdeⶼãÄθ¼½ »Äк¿Ï¼ÏÖ×ÒäßÖhÔàågÒÓeÔæç·ú¶¸¼Ï¸ÐÄĽ̵¶¼½èĽ¸º¿¶Ä̵Äéö¼ÎÄ··êéĺ¶Äμ½ÇÀθµ½Å ºÎÀ¿¸À¶º¿¶Ä·¼À¶ÎÄ·º··Ä··èĽ¸æ
ë×ÒÛgÔÛÔÓÒìÛgÔíÒÞÖßÓdÕÛÒÞßàßÞáÚdeàÔgÖ×ÒÕîØÝÖ×dÖïÔfÚìÛgÔÙßìÒàÔgßeÞgÒdÓÒììÒeÓßÖh deìdÞÞÒÚÒgdÖÒ×ÔfÓßeðÛgÔìfÞÖßÔeÖ×gÔfð×ÔfÖÖ×ÒáÚdeÝgÒdñë×ÒÛgÔÛÔÓÒìÛgÔíÒÞÖïÔfÚì ÔààÒgàÚÒòßóßÚßÖhßeÜÒÒÖßeðÖ×ÒÒÙÔÚÙßeðeÒÒìÓÔà×ÔfÓÒ×ÔÚìÓßeÖ×ÒgÒðßÔeÖ×gÔfð×d ÜfÚÖßÜÔìdÚÖgdeÓÛÔgÖdÖßÔeeÒÖïÔgôdeììßÙÒgÓÒ×ÔfÓßeðÖhÛÒÓdeìdààÔgìdóßÚßÖhÚÒÙÒÚÓñõÖ×dÓ Ö×ÒÛÔÖÒeÖßdÚÖÔdÞÞÔÜÜÔìdÖÒdÛÛgÔòßÜdÖÒÚhö÷øjjj×ÔÜÒÓdeìiùøjjjíÔóÓïßÖ×ßeÖ×Ò eÒdgÚhúøjjjdÞgÒÛÚdeeßeðdgÒdóhÖ×ÒhÒdgkj÷jñågdÜÒìïßÖ×ßeÖ×gÒÒßeÖÒggÒÚdÖÒìðÔdÚÓ àßÓÞdÚgÒÓÛÔeÓßóßÚßÖhøÓÔÞßdÚÒfßÖhødeìÒeÙßgÔeÜÒeÖdÚÓfÓÖdßedóßÚßÖhÖ×ÒÛgÔÛÔÓÒìÛgÔíÒÞÖ ïÔfÚìÚßeôdÓÒgßÒÓÔàÞÔÜÛÚÒÖÒÞÔÜÜfeßÖßÒÓdeìÜßòÒìfÓÒÞÒeÖÒgÓïßÖ×dÜfÚÖßÜÔìdÚ ÖgdeÓÛÔgÖdÖßÔeeÒÖïÔgôñë×ÒÛgÔÛÔÓÒìÛgÔíÒÞÖïÔfÚìßeÞÚfìÒÜdíÔgÖgdeÓßÖÚßeÒÓøÜßòÒìfÓÒ ÞÒeÖÒgÓøìßÙÒgÓÒgÒÓßìÒeÖßdÚìßÓÖgßÞÖÓøÒÜÛÚÔhÜÒeÖìßÓÖgßÞÖÓøÔÛÒeÓÛdÞÒødðgßÞfÚÖfgÒødeì ðgÒÒeßeàgdÓÖgfÞÖfgÒñ
Äμ¶Ç·¾Äº¶ÎÐèºÃ鵸кæ赿Ä»ÀÏÏĶº¶¼À½Ç¸ÐÄ·µ¸Äµ·Ľο¼·ÄÇϼ¶ȼÀ¶¶ÄÏĶĽÎÄæ -N4'

K&)

)'4
'&)'&4&&
,>%(6)
&64(4'&6J46>
&(J> &4'K
46%4
'4

'4
G&)'&*'4
(V
&%
G*(
3K&'&)


K&(J>
'&'6&4'KU4ÛÔÓß


3K&%
G*(&4'KKU&6
K4

K&'&4'&'&'6&6'&)'&
U
K
K&N'&

&
¼éÄÌĶêkÎÀ¿¸À¶º¿¶Ä·¼À¶ÎÄ·éĶĶÄμ¶ÇÄÇ鵸е½ºæ赿Ä ¶ºÇµÀ·¼Ï¸ÐÄö¼ãÄθ·µ¸Äæë×ÒäõÕÓÒdgÞ×dÚÓÔàÔfeìkgÒÞÔgìÒìgÒÛÔgÖÓïßÖ×ßeÖ×Ò ÛgÔíÒÞÖÓßÖÒdeìkigÒÛÔgÖÓgÒÞÔgìÒìïßÖ×ßedjñ÷ÜßÚÒgdìßfÓÔàÖ×ÒÛgÔíÒÞÖÓßÖÒñ3K&=4 +&
-&'4
&'
4I&%=-
% )II&
&6V)IK
&4
&
N'+6&)'
K&'
'4

*V)K4+&4V466
4
'4
'&I4'6IN
&
4
K
'')

)'4

'&)'&N'
V''&
4 

K&N'N&6N'&
4'&4,U&U)
6I'&4

V4NN'&4
&
V)'N)





  

 



 

 
!"
#$
%&' (&)"&'
*+,- .
/01


 +2-
3
4 5 67,68
9: 5


;
5: 1

<=
>?@AB@ CDE@ EFAE EFGB ?@EE@H GB A H@IJ@BE KDH GCKDHLAEGDC M@HEAGCGCN ED A OJ?EJHA? H@BDJHO@B ABB@BBL@CE ACP GB CDE CDEGKGOAEGDC DK A MHDQ@OE JCP@H R@CAE@ SG?? TRSU VWX YBB@LZ?[ SG?? TYSU \] DH R@OEGDC V^_ DK EF@ `AEGDCA? aGBEDHGO >H@B@HbAEGDC YOEc defghijkel mejl jheingef oilep kqe rjmgstpigj uivgptiweikjm xojmgky znk {ruxz| jil }jkgtijm uivgptiweikjm ~tmgny znk {}u~z| jpe qjilmgih pt€enk itkgsgnjkgti jil ntifomkjkgti peogpeweikf‚ ~mejfe seem spee kt ntikjnk we jk ƒ„
‚†‡ˆ‚‡‰„† tp vgj ewjgm jk llegekptŠsnf‹gikm‚ntw jil kqjiŒ yto stp ytop vjmojme jffgfkjine‚ 



 
 

 
























  !"#$

%&'&
()
&

*'+&,%-.


/01 $0

23'&4
5)
&+4'6
()
&2

74 )
%'&&8,%-..
9$#: 0;<0;;$1

=
>'
(
'&&

?
2
>'&,%-.2

#;0#@AB" $
.C&64

D'+&
?-2
(45&'4'6,%-.

0E 0A$#:F<0;;$1

2
()&
5)
&+4'6
()
&
2

G8
,%-.
:0H

.
5 )&I'45)
&+4'6
()
&


J&K,L3
2
9F##$E:"EM:

%'N'4
&D'+&
()
&
(K&

,%3

$OPF Q

R)&
(
'&&

D&N
,=S
2
5'&%'N'4
&T4'8U4V
%8
,=S
2

9   
WXYZ [Y\X ]
\ 9
WP 
\ ] 
[^][[
9^ 
Z ] P 
X [Y\
_`
\$aM$b:]$::$ 
cdefdghij,

k
lmnopqrostuvqwulsqxo
yoqnzo{s|u}~wqs€os|u
z‚ƒ‚„|
†‡ˆ
z|s‰osrqnno}~Š}ˆ‹Œ†‡
MŽ$E: ‘’“’”•–—˜™š›œœžŸ ™¡šŸ¢™£™¤œ¥¦™›Ÿ§˜™¡¥™¨©ª©¨«¤¡›‘’¬•­® D&4'¯°±²³´µ³¶·¸zo{s|u¹
º»¼½¾¿À¼ÁÂÃÄÂÅƾ»ÂýǺ¿ÄÈ»½ɼÊÉÀ¼»ÃËÀÃÌû¾»ÀÅľÆÍÎÏл¾»ËÀ¾ÊÍÑÊËÀ¾»ÒÊÓÊÔÅÀ¼À¾»Âà ÇÌÄÐÑÓÈÕ¼¾ÖÊɼÂɽÊÍ×gØÙeÚÛÚfÜÝØdÙÜÞØßØàÚáâØeÜãgØdÛáØäåæåäçàdeè¼ÂéÊÔ¾Âà ÁÊÖÀÅÕÂÕÜÝØêåÜhÚæëgØÙeÚìí½ÉÀ¼¾ÂÕ¾ÖÊÊÃÒ»¼ÂÃîÊþÀżÊÒ»ÊïɼÂÔʽ½ðïÊÀ¼ÊÔÂÃÍÆÔ¾»ÃË ÀÔÆžƼÀżʽÂƼÔʽÀ½½Ê½½îÊþì
ñÝØágÚáÚÙØòágÚóØäÜåÙdÛáØäåæåäçàdeæÚgÜÝØÛôÞãÜÝdÜõÚfàòágÚßåòØæÚgåeägØdÙØòòØeÙåÜh deòdääØàØgdÜØÝÚfÙåeöágÚòfäÜåÚeÜÝgÚföÝÚfÜÜÝØçàdeãgØd÷ñÝØágÚáÚÙØòágÚóØäÜõÚfàò ÚææØgæàØøåùåàåÜhåeâØØÜåeöÜÝØØßÚàßåeöeØØòÙÚæÝÚfÙØÝÚàòÙåeÜÝØgØöåÚeÜÝgÚföÝd âfàÜåâÚòdàÜgdeÙáÚgÜdÜåÚeeØÜõÚgdeòòåßØgÙØÝÚfÙåeöÜháØÙdeòdææÚgòdùåàåÜhàØßØàÙ÷ÜÝdÙ ÜÝØáÚÜØeÜådàÜÚdääÚââÚòdÜØdáágÚøåâdÜØàhjjjÝÚâØÙdeòijjjóÚùÙõåÜÝåeÜÝØ eØdgàhjjjdägØáàdeeåeödgØdùhÜÝØhØdgkjj÷ëgdâØòõåÜÝåeÜÝgØØåeÜØggØàdÜØòöÚdàÙ  æåÙädàgØÙáÚeÙåùåàåÜhÙÚäådàØ
fåÜhdeòØeßågÚeâØeÜdàÙfÙÜdåedùåàåÜhÜÝØágÚáÚÙØòágÚóØäÜ õÚfàòàåedÙØgåØÙÚæäÚâáàØÜØäÚââfeåÜåØÙdeòâåøØòfÙØäØeÜØgÙõåÜÝdâfàÜåâÚòdà ÜgdeÙáÚgÜdÜåÚeeØÜõÚg÷ñÝØágÚáÚÙØòágÚóØäÜõÚfàòåeäàfòØâdóÚgÜgdeÙåÜàåeØÙâåøØòfÙØ äØeÜØgÙòåßØgÙØgØÙåòØeÜådàòåÙÜgåäÜÙØâáàÚhâØeÜòåÙÜgåäÜÙÚáØeÙádäØdögåäfàÜfgØdeò ögØØeåeægdÙÜgfäÜfgØ÷

ÊÔ¼ͽÄÊÀ¼ÔÖîÀÉ
﻾ÖÀ
ìî»ÅÊÁÆÕÕʼÀ¼ÂÆÃ;Öʽ»¾Ê»½ÊÃÔŽÊÍÕ¼ÎÂƼ¼ÊÕʼÊÃÔÊì -N4'

K&)

)'4
'&)'&4&&
,>%(6)
&64(4'&6J46>
&(J>&4'K
46%4
'4
'4
G&)'&*'4
(V
&%G*(
3K&'&)


K&(J>
'&'6&4'KU4áÚÙå
3K&%G*(&4'KKU&6
K4

K&'&4'&'&'6&6'&)'&
U
K
K&N'&

&
ÂïÊÒʼðkÔÆžƼÀżʽÂƼÔʽïʼʼÊÔ¼ÍÊÍ﻾ֻÃÀ ìî»ÅÊ
¼ÀͻƽÂÕ¾ÖÊɼÂéÊÔ¾½»¾ÊìñÝØêÛÙØdgäÝdàÙÚæÚfeòkgØäÚgòØògØáÚgÜÙõåÜÝåeÜÝØ ágÚóØäÜÙåÜØdeòkigØáÚgÜÙgØäÚgòØòõåÜÝåedj÷âåàØgdòåfÙÚæÜÝØágÚóØäÜÙåÜØ÷3K&=4 +&
-&'4&'
4I&%=-%)II&
&6V)IK

&4

&
N'+6&)'
K&'
'4

*V)K4+&4V466
4
'4
'&I4'6IN
&
4
K
'')

)'4

'&)'&N'

V''&
4 

K&N'N&6N'&
4'&4,U&U)
6I'&4

V4NN'&4
&
V)'N)





  

 



 

 
!"
#$
%&' (&)"&'
*+,- .
/01


 +2-
3
4 5 67,68
9: 5


;
5: 1

<=
>?@AB@ CDE@ EFAE EFGB ?@EE@H GB A H@IJ@BE KDH GCKDHLAEGDC M@HEAGCGCN ED A OJ?EJHA? H@BDJHO@B ABB@BBL@CE ACP GB CDE CDEGKGOAEGDC DK A MHDQ@OE JCP@H R@CAE@ SG?? TRSU VWX YBB@LZ?[ SG?? TYSU \] DH R@OEGDC V^_ DK EF@ `AEGDCA? aGBEDHGO >H@B@HbAEGDC YOEc defghijkel mejl jheingef oilep kqe rjmgstpigj uivgptiweikjm xojmgky znk {ruxz| jil }jkgtijm uivgptiweikjm ~tmgny znk {}u~z| jpe qjilmgih pt€enk itkgsgnjkgti jil ntifomkjkgti peogpeweikf‚ ~mejfe seem spee kt ntikjnk we jk ƒ„
‚†‡ˆ‚‡‰„† tp vgj ewjgm jk llegekptŠsnf‹gikm‚ntw jil kqjiŒ yto stp ytop vjmojme jffgfkjine‚ 



 
 

 
























  !"#$

%&'&
()
&

*'+&,%-.


/01 $0

23'&4
5)
&+4'6
()
&2

74 )
%'&&8,%-..
9$#: 0;<0;;$1

=
>'
(
'&&

?
2
>'&,%-.2

#;0#@AB" $
.C&64

D'+&
?-2
(45&'4'6,%-.

0E 0A$#:F<0;;$1

2
()&
5)
&+4'6
()
&
2

G8
,%-.
:0H

.
5 )&I'45)
&+4'6
()
&


J&K,L3
2
9F##$E:"EM:

%'N'4
&D'+&
()
&
(K&

,%3

$OPF Q

R)&
(
'&&

D&N
,=S
2
5'&%'N'4
&T4'8U4V
%8
,=S
2

9   
WXYZ [Y\X ]
\ 9
WP 
\ ] 
[^][[
9^ 
Z ] P 
X [Y\
_`
\$aM$b:]$::$ 
cdefdghij,

k
lmnopqrstuvwpuxywzs{|or}~p€€s‚puv
ƒsuus„rl}}vy}
†‡rpwyˆsyo}u
‰‰Š‹Œ}qnpŽsu‡„
p€wupo†‡‘†‹’‹“”
M•–$E:— ˜™š›šœžŸ ¡¢£¤¥¤¦§¨¡©¢§ª¡«¡¬¤­®¡£§¯ ¡©¥­¡°±²±°³¬©£˜™š´µ¶ D&4'·¸¹º»¼½»¾¿Àl}}vy}
Á
ÂÃÄÅÆÇÈÄÉÊËÌÊÍÎÆÃÊËÅÏÂÇÌÐÃÅÑÄÒÑÈÄÃËÓÈËÔËÃÆÃÈÍÌÆÎÕÖ×ØÃÆÃÓÈÆÒÕÙÒÓÈÆÃÚÒÛÒÜÍÈÄÈÆÃÊË ÏÔÌØÙÛÐÝÊÄÆÞÒÑÄÊÑÊÅÒÕßgàáeâãâfäåàdáäæàçàèâéêàeäëgàdãéàìíîíìïèdeðÄÊñÒÜÆÊË ÉÒÞÈÍÝÊÝäåàòíähâîógàáeâôõÅÑÈÄÆÊÝÆÞÒÒËÚÃÄÊËöÒËÆÈÍÄÒÚÃÒ÷ÑÄÊÜÒÅÅø÷ÒÈÄÒÜÊËÕÎÜÆÃËÓ ÈÜÎÍÆÎÄÈÍÄÒÅÊÎÄÜÒÅÈÅÅÒÅÅöÒËÆô
ùåàégâéâáàégâàìäíádãéàìíîíìïèdeîâgäåàãæëäådäâfèégâçíàîâgíeìgàdáààeáíäh dedììàèàgdäàåâfáíeégâfìäíâeäågâfåâfääåàïèdeëgàdùåàégâéâáàégâàìäâfè âîîàgîèàííèíähíeêààäíeäåààçâèçíeeààáâîåâfáàåâèáíeäåàgàíâeäågâfåd êfèäíêâdèägdeáéâgädäíâeeàäâg deíçàgáàåâfáíeähéàádedîîâgdíèíähèàçàèá äådá
äåàéâäàeäídèäâdììâêêâdäàdéégâíêdäàèh

jjjåâêàádei
jjjâáíäåíeäåà
eàdgèh
jjjdìgàéèdeeíedgàdhäåàhàdgkj
jógdêàíäåíeäågààíeäàggàèdäàâdèá
îíáìdègàáéâeáííèíäh
áâìídèàfíäh
deàeçígâeêàeädèáfáädíedíèíähäåàégâéâáàégâàìä
âfèèíe dáàgíàáâîìâêéèàäàìâêêfeíäíàádeêíàfáàìàeäàgáíäådêfèäíêâdè ägdeáéâgädäíâeeàäâg ùåàégâéâáàégâàìäâfèíeìèfàêdâgägdeáíäèíeàá êíàfáà
ìàeäàgá
íçàgáàgàáíàeäídèíáägíìäá
àêéèâhêàeäíáägíìäá
âéàeáédìà
dgíìfèäfgà
de
gààeíeîgdáägfìäfgà
ÒÜÊÄÕÅÌÒÈÄÜÞöÈÑ÷ÃÆÞÈôöÃÍÒÉÎÝÝÒÄÈÄÊÎËÕÆÞÒÅÃÆÒÃÅÒËÜÍÊÅÒÕÝÊÄÖÊÎÄÄÒÝÒÄÒËÜÒô -N4'

K&)

)'4
'&)'&4&&
,>%(6)
&64(4'&6J46>
&(J>&4'K
46%4
'4
'4
G&)'&*'4
(V
&%G*(
3K&'&)


K&(J>
'&'6&4'KU4éâáí

3K&%G*(&4'KKU&6
K4

K&'&4'&

'&'6&6'&)'&
U
K
K&N'&

&
 Ê÷ÒÚÒÄø
kÜÎÍÆÎÄÈÍÄÒÅÊÎÄÜÒÅ÷ÒÄÒÄÒÜÊÄÕÒÕ÷ÃÆÞÃËÈôöÃÍÒ
ÄÈÕÃÎÅÊÝÆÞÒÑÄÊñÒÜÆÅÃÆÒôùåàò!"
ãáàdgìådèáâîâfek#gàìâgàgàéâgäáíäåíeäåà
égâàìäáíäàdekigàéâgäágàìâgàíäåíedj
êíèàgdífáâîäåàégâàìäáíäà3K&=4
+&
-&'4&'
4I&%=-%)II&
&6V)IK
$&4$
&
N'+6&)'
K&'
'4

*V)K4+&4V466
4
'4
'&I4'6IN
&
4
K
'')

)'4

'&)'&N'%
V''&
4 

K&N'N&6N'&
4'&4,U&U)
6I'&4

V4NN'&4
&
V)'N)





  

 



 

 
!"
#$
%&' (&)"&'
*+,- .
/01


 +2-
3
4 5 67,68
9: 5


;
5: 1

<=
>?@AB@ CDE@ EFAE EFGB ?@EE@H GB A H@IJ@BE KDH GCKDHLAEGDC M@HEAGCGCN ED A OJ?EJHA? H@BDJHO@B ABB@BBL@CE ACP GB CDE CDEGKGOAEGDC DK A MHDQ@OE JCP@H R@CAE@ SG?? TRSU VWX YBB@LZ?[ SG?? TYSU \] DH R@OEGDC V^_ DK EF@ `AEGDCA? aGBEDHGO >H@B@HbAEGDC YOEc defghijkel mejl jheingef oilep kqe rjmgstpigj uivgptiweikjm xojmgky znk {ruxz| jil }jkgtijm uivgptiweikjm ~tmgny znk {}u~z| jpe qjilmgih pt€enk itkgsgnjkgti jil ntifomkjkgti peogpeweikf‚ ~mejfe seem spee kt ntikjnk we jk ƒ„
‚†‡ˆ‚‡‰„† tp vgj ewjgm jk llegekptŠsnf‹gikm‚ntw jil kqjiŒ yto stp ytop vjmojme jffgfkjine‚ 



 
 

THIS PAGE INTENTIONALLY LEFT BLANK
City of Fresno—Fresno Southeast Development Area Specific Plan Project Draft Program EIR
FirstCarbon Solutions
Appendix E:

Energy Supporting Information

THIS PAGE INTENTIONALLY LEFT BLANK
Appendix E: Energy Consumption Calculations
Table of Contents
Energy Consumption Summary................................................................................................ 1 Energy Calculations ................................................................................................................. 2 Fresno SEDA Specific Plan Energy Consumption Summay
Summary of Energy Use During Construction
Construction vehicle fuel 294,072,433 gallons (gasoline, diesel) Construction equipment fuel 861,427 gallons (diesel)
Total construction fuel 294,933,859 gallons (gasoline, diesel) Summary of Energy Use During Operations (Annually)
Operation vehicle fuel 57,483,614 gallons (gasoline, diesel)Operation natural gas 1,200,642,400 kilo‐British Thermal UnitsOperation electricity 500,083,800 kilowatt hours Appendix
E Page 1
Construction Vehicle Fuel Calculations
California Air Resource Board (ARB). 2022. EMFAC2021 Web Database. Website: https://arb.ca.gov/emfac/emissions‐inventory/ VMT = Vehicle Miles Traveled
FE = Fuel EconomySource: EMFAC2017 (v1.0.3) Emissions InventoryRegion Type: Sub‐AreaRegion: Fresno (SJV)Calendar Year: 2024Season: AnnualVehicle Classification: EMFAC2007 Categories Units: miles/day for CVMT and EVMT, trips/day for Trips, kWh/day for Energy Consumption, tons/day for Emissions, 1000 gallons/day for Fuel Consumption CalYr VehClass MdlYr Speed Fuel Population VMT Fuel Consumption FE VMT*FE (mi/day) (mi/gallon)
2024 HHDT Aggregate Aggregate Gasoline 0.91779018 69.44543 0.018035207 3.85054799 267.4029615 2024 HHDT Aggregate Aggregate Diesel 14420.401 2065363.2 343.6885277 6.00940385 12411601.32 2024 LDA Aggregate Aggregate Gasoline 315119.581 12133467 410.3671735 29.5673441 358754405.4 2024 LDA Aggregate Aggregate Diesel 708.812072 21074.605 0.474386501 44.4249678 936238.6519 2024 LDT1 Aggregate Aggregate Gasoline 30596.8039 993295.81 40.64748998 24.4368301 24273000.87 2024 LDT1 Aggregate Aggregate Diesel 18.8924069 217.86161 0.00859385 25.3508733 5522.981979 2024 LDT2 Aggregate Aggregate Gasoline 145366.063 5656654 237.1886608 23.8487538 134904147.82024 LDT2 Aggregate Aggregate Diesel 375.227507 15817.53 0.461913662 34.2434776 541647.2392 2024 LHDT1 Aggregate Aggregate Gasoline 12363.7564 442604.91 46.68025073 9.48163097 4196616.4272024 LHDT1 Aggregate Aggregate Diesel 11041.7401 396666.76 25.1163181 15.7931891 6264633.159 2024 LHDT2 Aggregate Aggregate Gasoline 2053.92887 70185.222 8.437278009 8.31846745 583833.48852024 LHDT2 Aggregate Aggregate Diesel 4082.41606 149342.53 11.38052244 13.1226431 1959768.77 2024 MHDT Aggregate Aggregate Gasoline 939.877494 52454.034 11.171826 4.69520682 246282.5359 2024 MHDT Aggregate Aggregate Diesel 7764.57127 374754.48 43.22629384 8.66959549 3248969.765 Worker
Sum of VMT*FE (Column BI) 519414963
Total VMT 18820527.18
Weighted Average FE 27.59832166
Vendor
Sum of VMT*FE (Column BI) 28911972.87
Total VMT 3551440.55
Weighted Average FE 8.140914219
Haul
Sum of VMT*FE (Column BI) 12411868.72
Total VMT 2065432.606
Weighted Average FE 6.00933126
Appendix
E Page 2
Fresno SEDA Construction Assumptions
CalEEMod output file: Fresno SEDA EIR Project ‐ Fresno County, Annual Time stamp: Date: 6/22/2022 9:53 AM
Construction Schedule Phase Name Phase Type Start Date End Date Num Days
Week Num Days
1 Demolition Demolition 1/1/2024 3/28/2025 5 325
2 Site Preparation Site Preparation 1/1/2024 9/27/2024 5 195 3 Grading Grading 1/1/2024 12/4/2025 5 5044 Building Construction Building Construction 1/1/2024 4/30/2043 5 5044 5 Paving Paving 1/1/2024 5/14/2025 5 358
6 Architectural Coating Architectural Coating 1/1/2024 5/14/2025 5 358 Trips and VMT Phase Name Total Trips
Worker Trip Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length Vendor Ve
NumDays
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number Worker Trips Vendor Trips
Hauling
Trips Worker Trips Vendor Trips
Hauling
Trips
Demolition 15 0 0 10.8 7.3 20 HDT_Mix 325 4,875 0 0 52,650 0 0 1,907.72 0 0 Site Preparation 18 0 0 10.8 7.3 20 HDT_Mix 195 3,510 0 0 37,908 0 0 1,373.56 0 0 Grading 20 0 0 10.8 7.3 20 HDT_Mix 504 10,080 0 0 108,864 0 0 3,944.59 0 0Building Construction 81,695 28,857 0 10.8 7.3 20 HDT_Mix 5044 412,069,580 145,554,708 0 4,450,351,464 1,062,549,368 0 161,254,424.06 130,519,662 0 Paving 15 0 0 10.8 7.3 20 HDT_Mix 358 5,370 0 0 57,996 0 0 2,101.43 0 0 Architectural Coating 16,339 0 0 10.8 7.3 20 HDT_Mix 358 5,849,362 0 0 63,173,110 0 0 2,289,019.98 0 0Total Construction VMT (miles) 5,576,331,360
Total Fuel Consumption (gallons)
294,072,433
Trips per Day Trips per Phase VMT per Phase Fuel Consumption (gallons) Appendix
E Page 3
Construction Equipment Fuel Calculation
Source: AQ/GHG Appendix, CalEEMod OutputCalEEMod output file: Fresno SEDA EIR Project ‐ Fresno County, AnnualTime stamp: Date: 6/22/2022 9:53 AM Construction Schedule Phase Name Phase Type Start Date End Date Week Num Days 1 Demolition Demolition 1/1/2024 3/28/2025 5 3252 Site Preparation Site Preparation 1/1/2024 9/27/2024 5 1953 Grading Grading 1/1/2024 12/4/2025 5 5044 Building Construction Building Construction 1/1/2024 4/30/2043 5 50445 Paving Paving 1/1/2024 5/14/2025 5 3586 Architectural Coating Architectural Coating 1/1/2024 5/14/2025 5 358 Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Number of
Days HP Hours Diesel Fuel Usage
Demolition Concrete/Industrial Saws 1 8 81 0.73 325 153,738.00 7,686.90 Demolition Excavators 3 8 158 0.38 325 468,312.00 23,415.60 Demolition Rubber Tired Dozers 2 8 247 0.4 325 513,760.00 25,688.00 Site Preparation Rubber Tired Dozers 3 8 247 0.4 195 462,384.00 23,119.20Site Preparation Tractors/Loaders/Backhoes 4 8 97 0.37 195 223,953.60 11,197.68 Grading Excavators 2 8 158 0.38 504 484,162.56 24,208.13 Grading Graders 1 8 187 0.41 504 309,133.44 15,456.67
Grading Rubber Tired Dozers 1 8 247 0.4 504 398,361.60 19,918.08 Grading Scrapers 2 8 367 0.48 504 1,420,554.24 71,027.71Grading Tractors/Loaders/Backhoes 2 8 97 0.37 504 289,416.96 14,470.85 Building Construction Cranes 1 7 231 0.29 5044 2,365,282.92 118,264.15 Building Construction Forklifts 3 8 89 0.2 5044 2,154,796.80 107,739.84 Building Construction Generator Sets 1 8 84 0.74 5044 2,508,280.32 125,414.02Building Construction Tractors/Loaders/Backhoes 3 7 97 0.37 5044 3,801,612.36 190,080.62 Building Construction Welders 1 8 46 0.45 5044 835,286.40 41,764.32 Paving Pavers 2 8 130 0.42 358 312,748.80 15,637.44
Paving Paving Equipment 2 8 132 0.36 358 272,194.56 13,609.73Paving Rollers 2 8 80 0.38 358 174,131.20 8,706.56 Architectural Coating Air Compressors 1 6 78 0.48 358 80,421.12 4,021.06 Construction Equipment Fuel Consumption 861,426.54 gallons Notes:Equipment assumptions are provided in the CalEEMod output files.

Fuel usage estimate of 0.05 gallons of diesel fuel per horsepower‐hour is from the SCAQMD CEQA Air Quality Handbook, Table A9‐3E.South Coast Air Quality Management District. 1993. Air Quality Handbook, Table A9‐3E.

Website: http://www.aqmd.gov/home/rules‐compliance/ceqa/air‐quality‐analysis‐handbook.

Appendix
E Page 4
Proposed Operation Fuel Calculation
California Air Resource Board (ARB). 2022. EMFAC2017 Web Database. Website: https://arb.ca.gov/emfac/emissions‐inventory/ EMFAC2017 (v1.0.2) Emissions Inventory VMT = Vehicle Miles Traveled Region Type: Sub‐Area FE = Fuel EconomyRegion: Fresno (SJV)Calendar Year: 2050Season: AnnualVehicle Classification: EMFAC2007 Categories Units: miles/day for CVMT and EVMT, trips/day for Trips, kWh/day for Energy Consumption, tons/day for Emissions, 1000 gallons/day for Fuel Consumption Calculations
VehClass MdlYr Speed Fuel Population VMT
Fuel
Consumptio FE VMT*FE
HHDT Aggregate Aggregate Gasoline 0.547520258 73.5775311 0.01540365 4.776628119 351.4525037 HHDT Aggregate Aggregate Diesel 22780.13858 3317991.82 441.275833 7.519088005 24948272.51LDA Aggregate Aggregate Gasoline 363760.0234 13416342.7 362.360818 37.02481624 496737622.7LDA Aggregate Aggregate Diesel 216.3062587 7696.4367 0.13093681 58.77977935 452394.8509LDT1 Aggregate Aggregate Gasoline 24441.91598 844225.746 26.2251993 32.19139489 27176804.35LDT1 Aggregate Aggregate Diesel 0.284540036 10.1540355 0.00032368 31.37017096 318.5338293LDT2 Aggregate Aggregate Gasoline 206433.5203 7418001.16 239.327545 30.9951835 229922307.3LDT2 Aggregate Aggregate Diesel 784.2897761 28371.2066 0.66885118 42.4178163 1203444.629LHDT1 Aggregate Aggregate Gasoline 7053.009382 240784.45 21.1034534 11.4097179 2747282.649LHDT1 Aggregate Aggregate Diesel 4580.738918 148715.357 8.81688613 16.86710648 2508397.763LHDT2 Aggregate Aggregate Gasoline 783.9246594 25857.9138 2.55851666 10.10660364 261335.6861LHDT2 Aggregate Aggregate Diesel 2308.178293 70768.0209 4.92973066 14.35535242 1015899.88MCY Aggregate Aggregate Gasoline 15761.46212 83384.6669 1.88567158 44.22014306 3687281.9MDV Aggregate Aggregate Gasoline 121298.2348 4160498.73 162.368687 25.62377513 106607683.9MDV Aggregate Aggregate Diesel 1345.471474 45198.6379 1.39298274 32.44737821 1466577.299MH Aggregate Aggregate Gasoline 891.5037125 9372.88384 2.12198506 4.417035733 41400.36285MH Aggregate Aggregate Diesel 572.9639183 5280.97511 0.56695188 9.314679516 49190.59067MHDT Aggregate Aggregate Gasoline 395.6809075 21185.3325 3.82276607 5.541885663 117406.6902MHDT Aggregate Aggregate Diesel 7521.075076 374812.899 37.1110007 10.09977883 3785527.383OBUS Aggregate Aggregate Gasoline 99.89947806 3774.40795 0.67794282 5.56744293 21013.80088OBUS Aggregate Aggregate Diesel 181.4603963 14328.6835 1.90775701 7.510748711 107619.1414SBUS Aggregate Aggregate Gasoline 51.62781783 2892.94516 0.25044913 11.5510291 33416.49371SBUS Aggregate Aggregate Diesel 384.7959335 8117.4784 0.88391726 9.183527381 74547.08513UBUS Aggregate Aggregate Gasoline 19.76618879 244.455468 0.02421446 10.09543472 2467.884224UBUS Aggregate Aggregate Diesel 1.474041067 19.1001764 0.00124365 15.35811837 293.3427694 Vehicles
Sum of VMT*FE 902,968,858
Total VMT 30,247,950
Weighted Average FE 29.85223349 miles/gallon
Appendix
E Page 5
Total VMT
Source: AQ/GHG Appendix, CalEEMod Output
Fresno SEDA EIR Project ‐ Fresno County, Annual
Date: 6/22/2022 9:53 AM
Annual VMT
(miles)
Fuel
Consumption
Total VMT 1,716,014,281 57,483,614 gallons per year
Appendix
E Page 6
Operation Natural Gas Use
Source: AQ/GHG Appendix, CalEEMod OutputFresno SEDA EIR Project ‐ Fresno County, Annual Date: 6/22/2022 9:53 AM
Land Use Natural Gas Use
City Park ‐ kBTU/yr
Condo/Townhouse 281,092,000 kBTU/yr
Government Office Building 102,669,000 kBTU/yr
Office Park 99,790,100 kBTU/yr
Parking Lot ‐ kBTU/yr
Regional Shopping Center 47,559,500 kBTU/yr
Research & Development 59,987,800 kBTU/yr
Single Family Housing 609,544,000
Total 1,200,642,400 kBTU/yrkBTU/yr = kilo‐British Thermal Units/year Appendix
E Page 7
Operation Electricity Use
Source: AQ/GHG Appendix, CalEEMod OutputFresno SEDA EIR Project ‐ Fresno County, Annual Date: 6/22/2022 9:53 AM
Project Electricity Use
Land Use Electricity Use
City Park 0 kWh/yrCondo/Townhouse 83,610,800 kWh/yrGovernment Office Building 70,247,200 kWh/yrOffice Park 49,850,800 kWh/yrParking Lot 33,718,000 kWh/yrRegional Shopping Center 35,501,600 kWh/yr Research & Development 24,951,400 kWh/yrSingle Family Housing 202,204,000 kWh/yr Total 500,083,800 kWh/yrkWh/yr = kilowatt‐hours per year Appendix
E Page 8
City of Fresno—Fresno Southeast Development Area Specific Plan Project Draft Program EIR
FirstCarbon Solutions
Appendix F:

Hydrology and Water Quality Supporting Information

THIS PAGE INTENTIONALLY LEFT BLANK
Southeast Development Area (SEDA)
Specific Plan
Water Technical Study
April 26th, 2023
Prepared for:

City of Fresno, California
Prepared by:
451 Clovis Avenue, Suite 200
Clovis, California 93612
Tel (559) 326-1400
Fax (559) 326-1500
www.bcf-engr.com
Date signed: 04/26/2023
City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page i
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers

TABLE OF CONTENTS
CHAPTER 1 INTRODUCTION ................................................................................................... 1

1.1 Project Description and Background ......................................................................... 1

1.2 Summary of Analysis ................................................................................................ 2 CHAPTER 2 REGULATORY FRAMEWORK ............................................................................. 4

2.1 General ..................................................................................................................... 4

2.2 Federal Regulations .................................................................................................. 4

2.3 State Regulations ..................................................................................................... 5

2.4 Local Regulations ..................................................................................................... 8 CHAPTER 3 EXISTING CONDITIONS .....................................................................................11

3.1 Water Infrastructure .................................................................................................11

3.1.1 General ..............................................................................................................11

3.1.2 Water Sources ...................................................................................................11

3.1.3 Water Distribution ..............................................................................................13 CHAPTER 4 FUTURE WATER INFRASTRUCTURE ...............................................................15

4.1 General ....................................................................................................................15

4.2 General Plan Policies ..............................................................................................15

4.3 Buildout Improvements ............................................................................................15 CHAPTER 5 SPECIFIC PLAN WATER DEMAND ANALYSIS ..................................................17

5.1 General ....................................................................................................................17

5.2 Analysis Methodology ..............................................................................................18

5.3 Analysis Results ......................................................................................................19 CHAPTER 6 IMPACTS AND MITIGATION ...............................................................................23

6.1 SEDA Planning ........................................................................................................23

6.2 Impacts of Significance ............................................................................................23

6.3 Conclusions .............................................................................................................25

LIST OF TABLES
Table 2.1 City of Fresno General Plan Objectives and Policies .................................................. 8 Table 5.1 General Plan–SEDA–General Plan Equivalent Land Use Classifications ..................20 Table 5.2 Metro Plan Update Water Demand Factors ...............................................................21 Table 5.3 Specific Plan (SP) Anticipated Water Demand per Land Use Classification ..............22 Table 5.4 Difference Between General Plan and Specific Plan Anticipated Water Demand ......22

LIST OF FIGURES
Figure 1.1 SEDA Specific Plan Location .................................................................................... 3 Figure 3.1 Existing City Water Distribution System ...................................................................14 Figure 5.1 General Plan Land Use Map for SEDA Plan Area ....................................................17 Figure 5.2 SEDA Proposed Land Use .......................................................................................18 City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page ii
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers

LIST OF APPENDICES
Appendix A – Supporting Calculations
Appendix B – City of Fresno Water and Wastewater Unit Factor Update for Metropolitan Water Resources Management Plan Update (Prepared by Akel Engineering, Inc.) Appendix C – Water Technical Report for the City of Fresno General Plan Update MEIR (Prepared by Blair, Church & Flynn), City of Fresno Hydraulic Evaluation of the Proposed 2035 General Plan Land Use Updated for the Master Environmental Impact Report Technical Memorandum (Prepared by West Yost Associates) Appendix D – City of Fresno 2020 Urban Water Management Plan City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 1 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers CHAPTER 1

INTRODUCTION

1.1 Project Description and Background
The City of Fresno (City) is preparing a Specific Plan and Program Environmental Impact Report (PEIR) for the Southeast Development Area (SEDA). The SEDA Specific Plan Area (Plan Area), previously known as the Southeast Growth Area (SEGA), is an approximately 9,000-acre area in the southeast portion of the City of Fresno that is formally designated as a growth area in the City of Fresno General Plan (General Plan). The Plan Area is generally bound by the Gould Canal to the north, McCall and Highland Avenues to the east, Jenson and North Avenues to the south, and Locan, Temperance, and Minnewawa Avenues to the west; see Figure 1.1 for the Plan Area’s location.

SEDA was approved for incorporation into the City by the Local Agency Formation Commission (LAFCo) in 2006, with a number of qualifying provisions, of which included the preparation of a Specific Plan and associated environmental documents before the land could be annexed to the City. Located in Growth Area II, SEDA was planned for development after other infill initiatives from the City’s other planning efforts, and would be developed in phases. The General Plan established two levels of development – the General Plan Horizon and the General Plan Buildout.

The General Plan Horizon is the level of development predicted to occur by the “Horizon Year,” which was established as 2035, in accordance with the General Plan. General Plan Buildout is the level of development characterized by full occupancy of all developable sites in accordance with the General Plan; this was estimated to occur beyond 2035 (defined as past 2050).

As such, the General Plan defined development of SEDA under General Plan Horizon as a portion of the full buildout conditions – specifically, it assumed a residential development capacity of approximately 15,000 dwelling units, one third of the buildout capacity. Accordingly, the residential development capacity of SEDA under General Plan Buildout is approximately 45,000 dwelling units, and the General Plan assumed that the additional 30,000 dwelling units would not be developed until after 2035. However, though the General Plan was analyzed under the General Plan Horizon level, the associated MEIR (Master Environmental Impact Report) analyzed the environmental impacts of the General Plan under the buildout level of the Sphere of Influence (SOI), which encompasses other growth areas, including SEDA.

The Specific Plan for SEDA was developed for the buildout condition of the Plan Area of 45,000 dwelling units, and provides implementation mechanisms for development in the Plan Area that accommodate for increased density and accelerate housing production. As part of the City’s General Plan, SEDA was designated with land use classifications as defined in the General Plan.

The Specific Plan presents alternative land use classifications for SEDA, and seeks to propose how the Plan Area will develop over time to complete buildout conditions with these newly-defined land use categories.

As part of the Specific Plan process, a PEIR needs to be developed to evaluate the impacts associated with the proposed improvements to the Plan Area, and what, if any, mitigation measures are necessary to account for such impacts. This technical report will focus on the impacts of the SEDA Specific Plan on the water supply and distribution system proposed for the Plan Area.

City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 2 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers

1.2 Summary of Analysis
The City’s General Plan assigned land use classifications to areas located within the SEDA Specific Plan Area. Each land use classification has a set of characteristics assigned to it with respect to a specific utility demand that have been determined and/or calculated by various contributing parties. The SEDA Specific Plan proposes new land use classifications for the Plan Area that may change the area’s characteristics as it relates to utilities, e.g., water demand, wastewater generation, or storm water runoff, when compared to the General Plan. Additionally, some land uses have revised areas, which further alters those characteristics.

Changes in land use can affect a water distribution system’s ability to supply, store, and distribute water to the City’s residents. New development will require the construction of new water distribution facilities which may include water mains, valves, storage tanks, and booster pump stations, as well as potential new sources of water supply, such as new domestic water wells or surface water treatment plants. The City of Fresno’s Metropolitan Water Resources Management Plan (Metro Plan)1
and the Fresno General Plan Master Environmental Impact Report (MEIR)2 include a number of proposed water facilities improvements to account for increased development and water demand based on the General Plan buildout conditions. The City of Fresno is currently developing an update to the Metro Plan, which includes an updated analysis of water demand factors for General Plan land uses developed by Akel Engineering Group, Inc,3 which have been utilized in this analysis.

This technical study will focus on the analysis of water demand in the Plan Area, and how it may change based on Specific Plan development. The analysis to determine the change in water demands involved comparing the total demand determined for the Plan Area under both the General Plan and Specific Plan land use cases.

At the time of preparation of this study, the City was developing water demand factors for the new SEDA land use classifications. These factors were not available when completing the above stated analysis. Thus, a number of reasonable assumptions were made to correlate Specific Plan land uses with General Plan land uses in order to use the water demand factors prepared for the Metro Plan update.

This technical study focuses on specifically analyzing the change in water demand between the General Plan and the Specific Plan for SEDA in order to assist with the development of mitigation measures as needed.
1 City of Fresno, “Metropolitan Water Resources Management Plan Update,” Phase 1 – 2007, Phase 2 – 2011, Phase 3 – 2011, Phase 4 – 2014.
2 City of Fresno, “Master Environmental Impact Report General Plan and Development Code Update,” 2014. 3 Akel Engineering Group Inc., “Water and Wastewater Unit Factor Update for Metropolitan Water Resources Management Plan Update.”
City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 3 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers Figure 1.1 SEDA Specific Plan Location
City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 4 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers CHAPTER 2

REGULATORY FRAMEWORK

2.1 General
The City of Fresno owns and operates the potable water distribution system that serves Fresno and other participating agencies, as well as the water supply sources and treatment facilities; specifically, the City Water Division manages the system. The City delivers potable water to urban residential, commercial, and industrial customers in over 115 square miles of the City, including many County islands and areas within the City’s Sphere of Influence (SOI). Fresno’s main sources of water include groundwater, treated surface water, and reclaimed water; groundwater is obtained through approximately 202 municipal supply wells located throughout Fresno; surface water is collected and treated at the Northeast Surface Water Treatment Facility (NESWTF), and the Southeast Surface Water Treatment Facility (SESWTF); reclaimed water is collected and treated at the Fresno-Clovis Regional Wastewater Reclamation Facility (RWRF) and the North Fresno Wastewater Reclamation Facility (NFWRF), and is mainly utilized for landscape irrigation.

There are a number of federal, state, and local regulations that must be adhered to when planning potable water facilities, many of which provide guidance and requirements for the handling and distribution of potable water, as well as regulations to safeguard water quality; several are discussed in the following sections.

2.2 Federal Regulations
Clean Water Act4
The Federal Water Pollution Control Act of 1972, commonly referred to as the Clean Water Act (CWA), regulates the discharge of pollutants into watersheds throughout the United States and quality standards for surface waters. It is the primary federal law regulating and governing water pollution, with the objective of restoring and maintaining the chemical, physical, and biological integrity of the nation’s waters. The CWA establishes the basic structure for regulating discharges of pollutants in waters of the United States and regulating quality standards for surface waters.

Under the CWA, the Environmental Protection Agency (EPA) is tasked with developing national water quality criteria used as the basis for state water quality standards, and developing national water quality criteria recommendations for pollutants in surface waters. Water quality standards establish the designated use of a body of water (e.g., recreation, water supply, industrial, etc.), and a statement identifying the maximum concentrations of various pollutants that would not interfere with the designated use. Each state must set specific water quality standards, which serve as backup to federally set technology-based requirements. The City is responsible for monitoring water quality and conforming to the requirements of the CWA for all water sources.

Federal Safe Drinking Water Act5
The Federal Safe Drinking Water Act (SDWA) was established to protect the quality of drinking water in the United States. This law focuses on all waters actually or potentially designed for drinking, whether from above- or below-ground sources. The SDWA authorizes the EPA to establish national health-based minimum standards for drinking water to protect the public from naturally-occurring and man-made contaminants that may be found in drinking water. These standards, known as the National Primary Drinking Water Regulations, set enforceable maximum 4 Clean Water Act, 33 U.S.C. §1251 et seq. (1972).
5 Federal Safe Drinking Water Act, 42 U.S.C. §300f et seq. (1974).

City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 5 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers contaminant levels for specific contaminants in drinking water, as well as required methods of treatment to remove said contaminants. The SDWA applies to all public water systems in the United States, except for private wells serving less than 25 people. In California, the Division of Drinking Water (DDW) within the State Water Resources Control Board (SWRCB) regulates public drinking water systems. If the water system does not meet the aforementioned standards, it is the responsibility of the water supplier to notify its customers.

2.3 State Regulations
California Porter-Cologne Water Quality Control Act6
The Porter-Cologne Water Quality Control Act is the principal law governing water quality in California, for both above- and below-ground supplies. This act designated the SWRCB as the statewide water quality planning agency, and gave authority to nine Regional Water Quality Control Boards (RWQCB) to oversee water quality on a day-to-day basis at both the local and regional levels. RWQCBs develop Regional Water Quality Plans (Basin Plans), regulate all pollutant or nuisance discharges that may affect either surface water or groundwater, and implement said water quality plans. The Central Valley RWQCB oversees the Fresno area.

California Urban Water Management Planning Act7
The Urban Water Management Planning Act updated the California Water Code (§10610-10656 and 10608) to include a requirement that all urban water suppliers within California prepare and adopt an Urban Water Management Plan (UWMP) and update it every five years. This applies to suppliers that provide either 3,000 acre-feet of water annually, or who serve more than 3,000 customers. UWMPs support suppliers’ long-term resource planning to ensure that adequate water supplies are available to meet existing and future water demands. The Act is intended to encourage and support water conservation efforts, and ensure efficient use of available water supplies. UWMPs must assess the reliability of water sources over a 20-year planning time period, describe demand management measures and water shortage contingency plans, planning for single and multiple dry water years, and discuss the use and planned use of recycled water.

Senate Bills 610 and 2218
Senate Bill (SB) 610 and SB 221 amended state law in 2002 to ensure better coordination between local water supply and land use decisions, and to confirm that there is an adequate water supply for new developments. These two companion measures require authorities to demonstrate that adequate and reliable 20-year water supplies are available for any new development, as well as existing water users.

SB 610 requires the preparation of UWMPs and Water Supply Assessments (WSAs) for projects (as defined by Water Code §10912) which are subject to California Environmental Quality Act (CEQA) provisions. Projects required to prepare a WSA include:
• Residential developments of more than 500 dwelling units; • Shopping centers or business establishments employing more than 1,000 persons or having more than 500,000 square feet of floor area;
• Hotels or motels, or both, having more than 500 rooms; 6 California Porter-Cologne Water Quality Act, California Water Code Div. 7 §13000 et seq. (1969). 7 California Urban Water Management Plan Act, California Water Code §10610-10656, 10608. 8 SB 610 Water Supply Planning, Chapter 643, Statutes of 2001, Costa; SB 221 Land Use: Water Supplies, Chapter 642, Statutes of 2001, Kuehl.

City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 6 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers • Industrial, manufacturing or processing plants, or industrial parks planned to employ more than 1,000 persons, occupying more than 40 acres of land, or having more than 650,000 square feet of floor area;
• Mixed-use projects that include one or more of the projects specified above; • Projects that would demand an amount of water equivalent to, or greater than, the amount of water required for 500 dwelling units.

SB 221 establishes consultation and analysis requirements for water supply planning for residential subdivisions including more than 500 dwelling units. Written verification by the water supplier that sufficient water is available for the proposed plan is required before construction can begin.

California Groundwater Management Act of 19929
The Groundwater Management Act was signed into law in 1992, and made groundwater management part of the California Water Code (Division 6, Part 2.75, Chapters 1-5, §10750- 10755.4). First introduced as Assembly Bill (AB) 3030, the Act established specific procedures on how Groundwater Management Plans (GWMPs) are to be developed and adopted by local agencies. The intent of the Act is to encourage local agencies to work cooperatively to manage groundwater resources within their jurisdictions and to provide a methodology for developing a GWMP. The Act has since been modified by Senate Bill (SB) 1938 in 2002 and AB 359 in 2011. • AB 3030 provided a systematic procedure for existing local agencies to develop GWMPs. • SB 1938 modified the Act by requiring any public agency seeking State funds administered through the California Department of Water Resources (DWR) for the construction of groundwater projects to prepare and implement a GWMP.
• AB359 further modified the Act by requiring public agencies to prepare and implement GWMPs with an additional required component that focused on identifying groundwater recharge areas. It also included several plan adoption procedural changes, requires GWMPs to be submitted to DWR, and requires DWR to provide public access to this information.

Sustainable Groundwater Management Act of 2014 (SGMA)10 The Sustainable Groundwater Management Act (SGMA) includes a three-bill legislative package composed of AB 1739, SB 1168, and SB 1319. SGMA requires local agencies to form Groundwater Sustainability Agencies (GSAs) for high and medium priority basins, and develop and implement Groundwater Sustainability Plans (GSPs) to avoid and mitigate overdraft of groundwater within 20 years. SGMA places the authority of groundwater management with local agencies; it establishes a definition of sustainable groundwater management, establishes a framework for local agencies to develop plans and implement strategies to sustainably manage groundwater resources, prioritizes basins with the greatest problems, and sets a 20-year timeline for implementation.

State Updated Model Water Efficient Landscape Ordinance (AB 1881) (2015)11 The Model Water Efficient Landscape Ordinance (MWELO) is a state regulation designed to prevent water from being wasted on irrigated landscapes. Created in 1993, the MWELO was updated in 2015 by Executive Order EO B-29-15. Land use authorities (Cities and Counties) must ensure MWELO compliance on development projects with landscaped areas of 500 square feet or more. This applies to residential, commercial, industrial and institutional projects that require a 9 California Groundwater Management Act, California Water Code Division 6, Part 2.75, Chapters 1-5, §10750-10755.4. 10 Sustainable Groundwater Management Act (SGMA), California Water Code Div. 6, Part 2.74 §10720-10737.8 (2014). 11 Model Water Efficient Landscape Ordinance (MWELO), Title 23 CCR, Div. 2, Chap. 2.7 §490 et seq.

City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 7 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers permit, plan check, or design review. The California DWR provides technical assistance in helping Land Use Authorities adhere to the ordinance. The Fresno Municipal Code includes local ordinances that are required to reduce water consumption and conserve water.

State Mandated Water Reductions12
On January 18, 2022, as a result of drought conditions in California, the California SWRCB adopted Emergency Regulation Requirements for water conservation. The Governor previously urged Californians to reduce water usage in 2021 by 15%, however actual reduction was only about 6%. Thus, the SWRCB has enacted emergency regulations that will remain in effect for one year unless the SWRCB acts to end, modify, or readopt it. These regulations were readopted in December 2022 for another year. The regulations prohibit certain wasteful water use practices statewide, and encourage Californians to monitor their water usage more closely. Emergency Regulation Requirements prohibit using potable water for:
• Outdoor watering that lets water run onto sidewalks and other areas (except incidental runoff)
• Washing vehicles without an automatic shutoff nozzle
• Washing hard surfaces, like driveways and sidewalks, that don’t absorb water • Street cleaning or construction site preparation
• Filling decorative fountains, lakes, or ponds
• Outdoor watering within 48 hours after it rains at least 1/4 inch of rainfall • Watering ornamental turf on public medians
An additional emergency water conservation regulation was enacted in June 2022 that prohibits the use of potable water to water decorative grass in commercial, industrial, and institutional areas including common areas of homeowners’ associations.13 The regulation also requires urban water suppliers to implement all demand-reduction actions under “Level 2” of their Water Shortage Contingency Plans, which are actions meant to address a 10% to 20% water shortage.

Additionally, urban water suppliers are required to fast-track their submissions of supply and demand assessments to plan for potential extended dry conditions. “Level 2” actions vary for each water supplier, but often include things like increasing communication about the importance of water conservation, limiting outdoor irrigation to certain days or hours, increasing patrolling to identify water waste, and enforcing water-use prohibitions.

CALGreen Building Code14
The California Building Standards Commission adopted the nation’s first green building standards in 2008. The standards code (Part 11, Title 24 CCR, known as “CALGreen”) was adopted to apply to the planning, design, operation, construction, use, and occupancy of every newly constructed building or structure, unless otherwise indicated in the CCR, throughout California. CALGreen established planning and design standards for sustainable site development including water conservation. CALGreen provisions became effective on January 1, 2011. The purpose of the CALGreen provisions is to improve public health, safety, and general welfare by enhancing the design and construction of buildings through the use of concepts having reduced negative impact or positive environmental impact and encouraging sustainable construction practices. 12 State Water Resources Control Board Resolution No. 2022-0002, “To Adopt an Emergency Regulation to Supplement Voluntary Water Conservation,” 2022.
13 State Water Resources Control Board Resolution No. 2022-0018, “To Adopt an Emergency Regulation to Reduce Water Demand and Improve Water Conservation.” 2022.
14 California Green Building Standards Code (CALGreen), Title 24 CCR Part 11.

City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 8 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers California Plumbing Code15
The California Plumbing Code (Part 5, Title 24 CCR) serves to prevent disorder in the industry and to consolidate plumbing codes utilized by local jurisdictions to reduce confusion and conflicts among varying practices. The Plumbing Code covers water fixtures, potable and non-potable water systems, and recycled water systems, among other topics. Potable water supply and distribution facilities shall comply with all applicable provisions of the current edition of the California Plumbing Code.

2.4 Local Regulations
Fresno General Plan
The City’s General Plan contains the following goals, policies, and objectives relevant to the provision of potable water service and facilities (Table 2.1):

Table 2.1 City of Fresno General Plan Objectives and Policies Relevant to Potable Water Supply
Objective/Policy
Number Objective/Policy Text
Objective PU-3 Enhance the level of fire protection to meet the increasing demand for services from an increasing population.

Policy PU-3-f Adequate Infrastructure. Continue to pursue the provision of adequate water supplies, hydrants, and appropriate property access to allow for adequate fire suppression throughout the City.

Objective PU-8 Manage and Develop the City’s water facilities on a strategic timeline basis that recognizes the long life cycle of the assets and the duration of the resources, to ensure a safe, economical, and reliable water supply for existing customers and planned urban development and economic diversification.

Policy PU-8-a Forecast Need. Use available and innovative tools, such as computerized flow modeling to determine system capacity, as necessary to forecast demand on water production and distribution systems by urban development, and to determine appropriate facility needs.

Policy PU-8-b Potable Water Supply and Cost Recovery. Prepare for provision of increased potable water capacity (including surface water treatment capacity) in a timely manner to facilitate planned urban development consistent with the General Plan. Accommodate increase in water demand from the existing community with the capital costs and benefits allocated equitably and fairly between existing users and new users, as authorized by law, and recognizing the differences in terms of quantity, quality and reliability of the various types of water in the City’s portfolio.

Policy PU-8-c Conditions of Approval. Set appropriate conditions of approval for each new development proposal to ensure that the necessary potable water production and supply facilities and water resources are in place prior to occupancy.

Policy PU-8-d CIP Update. Continue to evaluate Capital Improvement Programs and update them, as appropriate, to meet the demands of both existing and planned development consistent with the General Plan.

Policy PU-8-f Water Quality. Continue to evaluate and implement measures determined to be appropriate and consistent with water system policies, including prioritizing 15 California Plumbing Code, Title 24 CCR Part 5.

City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 9 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers Objective/Policy
Number Objective/Policy Text
the use of groundwater, installing wellhead treatment facilities, and enhancing transmission grid mains to promote adequate water quality and quantity.

Policy PU-8-g Review Project Impact on Supply. Mitigate the effects of development and capital improvement projects on the long-range water budget to ensure an adequate water supply for current and future users.

Objective RC-6 Ensure that Fresno has a reliable, long-range source of drinkable water.

Policy RC-6-a Regional Efforts. Support cooperative, multi-agency regional water resource planning efforts and activities on developing and implementing the Upper Kings Basin Integrated Regional Water Management Plan.

Policy RC-6-b Water Plans. Adopt and Implement ordinances, standards, and policies to achieve the intent of the City of Fresno Urban Water Management Plan, Fresno-Area Regional Groundwater Management Plan, and City of Fresno Metropolitan Water Resources Management Plan to ensure a dependable supply of water.

Policy RC-6-c Land Use and Development Compliance. Ensure that land use and development projects adhere to the objective of the Fresno Metropolitan Water Resources Management Plan to provide sustainable and reliable water supplies to meet the demand of existing and future customers through 2025.

Objective RC-7 Promote water conservation through standards, incentives and capital investments.

Fresno Municipal Code – Model Water Efficient Landscape Ordinance (MWELO) As stated, MWELO requires local agencies to implement water efficiency measures as part of its review of landscaping plans. Local agencies can either adopt the MWELO or incorporate provisions of the ordinance into its own code requirements for landscaping. Section 11 of Chapter 11, “Building Permits and Regulations,” and Section 23 of Chapter 15, “Citywide Development Code,” of the City Municipal Code include requirements for landscape design and incorporates the requirements of the California MWELO, among other state codes and regulations. For new landscaping projects of 2,500 square feet of more that require a discretionary or ministerial approval, the applicant is required to submit a detailed “Landscape Documentation Package” that discusses water efficiency, soil management, and landscape design elements.

City of Fresno Metropolitan Water Resources Management Plan The City of Fresno Metropolitan Water Resources Management Plan (Metro Plan) was prepared to document the existing conditions of the City’s water system, and facilitate future water resources decisions and facilities improvements. Phase 1 consists of a baseline system characterization16, Phase 2 consists of the development and evaluation of future water supplies17 ,
Phase 3 consists of implementation of the management plan18, and Phase 4 included the preparation of an Environmental Impact Report (EIR) for the City. 19 Chapters 4, 5, 6 and 8 of Phase 2 discuss objectives, goals and policies related to potable water, including water conservation (Chapter 4), groundwater (Chapter 5), surface water (Chapter 6), and future water supplies (Chapter 8). It should be noted that this plan was prepared in 2011, and a number of the 16 City of Fresno, “Metropolitan Water Resources Management Plan, Phase 1 Baseline System Characterization,” December 2007.
17 City of Fresno, “Metropolitan Water Resources Management Plan, Phase 2 Alternative Development and Evaluation of Future Water Supply Plan,” January 2011.
18 City of Fresno, “Metropolitan Water Resources Management Plan, Phase 3 Implementation Plan,” January 2011. 19 City of Fresno, “Metropolitan Water Resources Management Plan Update, Final Environmental Impact Report,” May 2014.

City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 10 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers stated objectives/goals/policies have already been completed. At the time of preparation of this study, an update to the Metro Plan is being developed by the City.

Urban Water Management Plan20
The City’s Urban Water Management Plan (UWMP) was prepared as a requirement of the Urban Water Management Planning Act (UWMPA).21 The UWMP outlines a water supplier’s long-term water resource planning to ensure sufficient water supplies for existing and future demands; it essentially sets the roadmap for how the City will utilize water over the coming years. UWMPs are updated and submitted to the Department of Water Resources (DWR) every five (5) years.

The UWMPA applies to urban water suppliers with 3,000 or more connections being served, or supplying more than 3,000 acre-feet of water annually. The most recent version of the City’s UWMP was prepared for 2020.

City of Fresno Standard Specifications and Plans
The City maintains its own set of standard Specifications and Plans to be followed when designing and constructing City projects. Those related to the water distribution system include, but are not limited to:
• Standard Specifications
o Section 21 – Domestic Water Facilities Design Criteria o Section 22 – Water Facilities
o Section 25 – Landscape Irrigation Systems
• Standard Plans
o Plans W-1 through W-45
20 City of Fresno, “2020 Urban Water Management Plan,” July 2021. 21 Division 6, Part 2.6, California Water Code, §10610-10656.

City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 11 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers CHAPTER 3

EXISTING CONDITIONS

3.1 Water Infrastructure

3.1.1 General
The City of Fresno Water Division manages and operates the City’s water system. The City provides potable water to over 550,000 customers including residential, commercial, and industrial users, in an approximately 115 square mile (73,500 acre) area that includes many County islands (unincorporated areas within the City), and areas within the City’s Sphere of Influence (SOI). Fresno’s domestic water supplies include groundwater, surface water, and reclaimed water.

The City’s water system consists of approximately 1,860 miles of distribution and transmission pipes, 202 active groundwater wells, three (3) surface water treatment facilities (SWTFs), five (5) water storage facilities with pump stations, and three (3) booster pump facilities. The Service Area declines in elevation generally from the northeast to the southwest; to assist with pressure regulation, the area is divided into five (5) pressure zones: Highway 41, Shepherd, Sierra, Southwest, and Booster Pump 4 (BP04). The zones are separated by a series of closed/partially closed valves to prevent and/or impede flow from one zone to another.

3.1.2 Water Sources
The City is located within the Kings River Subbasin of the San Joaquin Valley Groundwater Basin.

Historically, the City has relied heavily on groundwater pumped from the underground basin and aquifers. The City has a network of over 270 municipal water wells and operates approximately 202 active municipal supply wells that access groundwater from said basin.22 The production capacity from the active wells is approximately 403 MGD (million gallons per day), and the total capacity including inactive wells is approximately 487 MGD. The wells are located around the City, and most are directly connected into the water distribution system. The City’s water system depended completely upon groundwater as a water source until 2004 when the first surface water treatment facility (SWTF) was commissioned. Today, groundwater is still heavily relied upon as a primary water source for the City.

Groundwater quality generally meets primary and secondary drinking water standards for municipal water use, however the groundwater basin has been impacted by several chemical contaminant plumes and nitrates that require monitoring and wellhead treatment. Treatment efforts and removal of specific wells from service are conducted as required to maintain drinking water supply quality and standards.

In 2004, the City commissioned the Northeast Surface Water Treatment Facility (NESWTF). The facility, located at Chestnut and Behymer Avenues, is designed for a 30-MGD capacity, and is planned to be expanded to a total of 60 MGD as development in Fresno continues. The NESWTF has reduced the City’s dependance on groundwater and allowed an increased degree of groundwater recharge to occur. The City also constructed a water storage and modular surface water treatment facility (T-3 SWTF) in 2015 in southeast Fresno, which has a design capacity of 8 MGD.
22 City of Fresno, “2020 Urban Water Management Plan,” July 2021.

City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 12 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers Most recently, the City completed construction of the Southeast Surface Water Treatment Facility (SESWTF) in 2018, which is a 54-MGD facility with an ultimate capacity of 80 MGD. This included a 72-inch raw water transmission main to convey surface water from FID’s Fresno Canal to the SESWTF. T-3 was shut down after the SESWTF was activated, however the City has indicated that there are future plans to reactivate the site. With the SESWTF and NESWTF combined, the City provided greater than 50% of its potable water supply through the use of surface water in 2019 and 2020.23 Moving forward, the City expects to provide half or more of its potable water demand with surface water supplies. According to the 2020 Urban Water Management Plan, groundwater pumping has decreased steadily since Fresno began utilizing surface water; groundwater production decreased from 160,000 acre-feet in 2004 to 55,000 acre-feet in 2020.23 A portion of the surface water that is treated at the SWTFs is supplied via agreements that the City maintains with the United States Bureau of Reclamation (USBR) and the FID. In the 1960s, the City contracted with the USBR to receive 60,000 acre-feet of surface water per year to utilize for “intentional recharge” of the groundwater basin. This was completed by constructing recharge basins to store the surface water which was allowed to percolate through the soil to the aquifer.

The surface water is conveyed to these basins through FID (Fresno Irrigation District) canals.

Historically, the amount of water supplied varies year to year, averaging around 60,000 acre-feet; however, there have been extremely dry years in which no water was supplied. Additionally, the City signed an agreement with FID in 1976 for the delivery of surface water supplies from the Kings River based on the City’s pro rata share of FID’s water entitlements. The most recent agreement with FID made in 2016 placed a maximum percentage of FID’s Kings River water at 29%. The average FID delivery between 1964 and 2019 was 452,541 acre-feet, which equates to an average City supply of 131,237 acre-feet, assuming the maximum 29% City supply percentage. The water supplied from both the USBR and FID agreements is used for groundwater recharge and potable use after treatment at one of the SWTFs.

Fresno is located within the North Kings Groundwater Sustainability Agency (GSA), which is working to reach groundwater sustainability in accordance with SGMA. SGMA requires governments and water agencies of “critically overdrafted” basins to reach sustainability by 2040; the Kings River Subbasin was identified as a critically overdrafted basin. As a result, the City has placed a higher priority on developing its surface water supply and decreasing its reliability on groundwater to allow the basin to recharge. This is being accomplished via intentional groundwater recharge in dedicated recharge basins around Fresno. The City also contracts with FID and FMFCD to utilize some of their facilities as additional recharge basins.

With the completion of various portions of the City’s recycled water distribution system, and the upgrades at the Fresno-Clovis RWRF to allow disinfected tertiary-treatment of collected wastewater, the City has been using recycled water for beneficial uses in an effort to reduce reliance on potable water for non-potable uses. Disinfected tertiary treated wastewater can be used for a number of non-potable uses, including but not limited to landscaping irrigation, industrial processes, golf course irrigation, and agricultural irrigation. Additionally, the City discharges undisinfected secondary-treated wastewater into nearby percolation ponds at the Fresno-Clovis RWRF to allow the effluent to percolate through the soil into the aquifer. The City then extracts this water for delivery through FID facilities for agricultural users. The City also owns and operates the NFWRF, which produces recycled water used for irrigation at the Copper River Ranch Golf Course. Flows received at the Fresno-Clovis RWRF have averaged approximately 63,000 acre-feet over the last 5 years, and the City projects that recycled water deliveries will increase to 5,800 acre-feet per year of non-potable demand. These supplies will continue to help reduce potable water demand, and lend themselves to water conservation efforts. 23 City of Fresno, “2020 Urban Water Management Plan,” July 2021.

City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 13 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers

3.1.3 Water Distribution
The City’s water distribution system consists of approximately 1,800 miles of distribution pipeline ranging in size from ¾-inch to 66 inches, 140,000+ service connections, 12,000+ fire hydrants, 18,000+ main line valves, and several booster pumps and storage tanks.

Generally, the Transmission Grid Mains (TGMs) convey water directly from municipal supply wells to customers, and Regional Transmission Mains (RTMs) convey water from surface water treatment plants to TGMs. TGM pipes range in size from 10 to 16 inches in diameter, and RTM pipes are 18 inches and larger. There is also a network of smaller distribution mains that serve individual customers via TGMs. Fire hydrants are located at regular intervals and served from the same distribution mains as all other customers. Main line valves are located at regular intervals and are used to shut down and isolate sections of the distribution system for emergency repairs, regular maintenance, or replacement projects. These valves are also used to regulate flows between the pressure zones as mentioned in Section 3.1.1. Booster pump stations help maintain the pressure within the system. There are a number of other miscellaneous appurtenances associated with the distribution system designed to assist regular operation, including air release/vacuum breaker assemblies, blow-off valves, backflow preventers, and access manways.

Figure 3.1 shows the main infrastructure of the existing City water distribution system.

City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 14 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers Figure 3.1 Existing City Water Distribution System
City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 15 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers CHAPTER 4

FUTURE WATER INFRASTRUCTURE

4.1 General
Future water supply and distribution facilities are included in the City’s Metro Plan. The City’s General Plan includes developmental policies for water supply and distribution facilities for the City of Fresno, including growth areas such as SEDA.

4.2 General Plan Policies
The General Plan discusses aspects of the water supply and distribution system as they pertain to development in Fresno. As mentioned, the City owns, operates, and maintains the water supply and distribution system that serves Fresno and other participating agencies. See Table 2.1 for a summary of objectives and policies related to water facilities and infrastructure.

4.3 Buildout Improvements
The City Metro Plan analyzed the City’s water supplies, treatment, storage, and distribution facilities for the existing conditions at the time the plan was drafted, and future needs based on General Planning policies and goals. The current version of the Metro Plan was completed in four (4) phases – Phase 1, “Baseline System Characterization,” covered the existing conditions and analyzed the “Future without Project” alternative, or the impacts of development without additional planning; Phase 2, “Alternative Development and Evaluation of Future Water Supply Plan,” analyzed different alternatives for development and infrastructure improvements to meet water resource challenges resulting from future development identified in Phase 1; Phase 3, “Implementation Plan,” described the recommended alternative from Phase 2 and the funding and implementation plan for the alternative; and Phase 4, “Project/Programmatic Environmental Impact Report (EIR),” included the preparation of an EIR to evaluate potential impacts from the infrastructure improvements and future development included in the chosen alternative. The Phases were each developed and finalized at different times, with Phase 1 being approved in 2007, Phase 2 and 3 approved in 2011, and Phase 4 approved in 2014.

The Metro Plan and the Urban Water Management Plan (2020) include several objectives, goals, and policies to improve and develop water infrastructure as development progresses in the City.

The critical focal points of the water system development are the implementation of further water conservation measures, installation of new municipal groundwater wells, increased groundwater recharge efforts to bring the City’s groundwater pumpage into balance with its recharge rate, maximize use of available surface water, increased use of recycled water for landscape irrigation and other non-potable uses, and the acquisition of future water supplies when available.

At the time of preparation of this study, an update to the Metro Plan is being developed by the City. This update is revising the proposed improvements to the City’s future water infrastructure, including that for the SEDA Specific Plan Area. There are a number of general improvements for the Plan Area included in the previous Metro Plan that will remain, including new municipal groundwater wells, water storage facilities, expansions to surface water treatment facilities, water booster pumps, and new water distribution mains, including Regional Transmission Mains (RTMs) and Transmission Grid Mains (TGMs). Improvements may include:
• New municipal groundwater wells
o Municipal wells with wellhead treatment as needed
City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 16 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers • Expansion of the NESWTF
• Water storage tanks and booster pump stations
• Extension of 48-inch diameter RTM
• Transmission Grid Mains of various sizes
• Recharge inter-ties to FMFCD basins.

City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 17 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers CHAPTER 5

SPECIFIC PLAN WATER DEMAND ANALYSIS

5.1 General
The SEDA Specific Plan revised the General Plan buildout land use classifications in the Plan Area to new SEDA-specific land use classifications – see Figure 5.1 for the General Plan Land Use Map of the Plan Area, and Figure 5.2 for the SEDA Specific Plan Land Use Map for the chosen alternative for the Plan Area. With changes in land use classifications, the Plan Area will need to be evaluated for impacts to the proposed water supply and distribution system due to changes in water demand.

Figure 5.1 General Plan Land Use Map for SEDA Plan Area Source: City of Fresno General Plan, Figure LU-1, December 2014, Figure Updated 3/2/2021 City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 18 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers Figure 5.2 SEDA Proposed Land Use
Source: Southeast Development Area Specific Plan Notice of Preparation, First Carbon Solutions, 02/2022

5.2 Analysis Methodology
The technical analysis of the land use changes in the Plan Area was focused on comparing the change in water demand from the General Plan Land Use case to the Specific Plan Land Use case to determine potential impacts to the water supply and distribution system, and to assist in the development of mitigation measures if necessary. General Plan land use classifications and Specific Plan land use classifications were provided by the City of Fresno Planning and Development Department in the form of GIS (Geographic Information System) and Shape files.

GIS and Shape files were also obtained from the City of Fresno Department of Public Utilities for the existing water facilities in Fresno.

The SEDA Specific Plan does not use the same land use classifications as defined in the General Plan, and instead utilizes SEDA-specific land use classifications developed as part of the Specific Plan. At the time of preparation of this technical study, the City was developing water demand City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 19 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers factors for the SEDA-specific land uses as was done for the General Plan land uses; these factors were unavailable during the completion of the analysis for this technical study. However, the SEDA-specific land uses are similar in nature to many of the General Plan land uses, and similarities can be drawn between the two land use categories. Thus, a number of reasonable assumptions were made to determine equivalent General Plan land uses for each SEDA-specific land use in order to utilize the water demand factors for General Plan land uses. Table 5.1 shows the equivalent General Plan land uses established for each Specific Plan land use case as described below.

For the General Plan land use case, the technical memorandum prepared for the City of Fresno General Plan Update MEIR24 was used to obtain projected water demand data for SEDA. In the memorandum, analyses were completed to project water demands for 2035, which is the buildout year for the City’s General Plan. The analyses included one completed for the SEDA based on the land uses included in the General Plan; the demand determined for SEDA was 21,834 acft/year.

For the Specific Plan analysis, the water demand factors used were prepared by Akel Engineering as part of the Metro Plan Update.25 Table 5.1 shows the equivalent General Plan land uses and the associated category included in the Metro Plan updated table of factors, and Table 5.2 shows the water demand factors used for each equivalent General Plan land use classification that was determined for each SEDA Specific Plan land use. It should be noted that some General Plan land uses did not exactly match up with those listed in the water demand factors, and some assumptions were made to determine approximate water demand factors; see Appendix B for the full list of water demand factors.

The GIS files for the General and Specific Plan land uses were georeferenced to the California State Plane Coordinate System, Zone 4, Foot, NAD83 Datum for analysis. This allowed mapping of the land uses to pull information necessary to complete the analysis, including the area of each land use. The water demand factors were then used with the area of the corresponding land use classification to determine a total water demand for the Plan Area based on the General Plan and the Specific Plan developments. The total water demand for the Plan Area based on the General Plan case was compared to that of the Specific Plan case, resulting in the total change in water demand for the Plan Area.

5.3 Analysis Results
The base water demand for all land uses in the Plan Area was found for both the General Plan and the Specific Plan conditions. The total General Plan base water demand was 21,843 AF/year, or 19.50 MGD,24 and the Specific Plan base water demand was found to be 19.83 MGD, resulting in an increase in water demand of approximately 0.33 MGD, or 1.7%. See Table 5.3 and Table

5.4 for the results of the analysis and a direct comparison of the General Plan and Specific Plan water demands; see Appendix A for a more detailed version of the analysis.

There may be a number of reasons as to why water demand increased from the General Plan to the Specific Plan. One reason may be that the SEDA boundary increased from that shown in the General Plan, indicated by the increased area of total land uses. The total area of the General 24 West Yost Associates, “Hydraulic Evaluation of the Proposed 2035 General Plan Land Use Update for the Master Environmental Impact Report,” “Table 2. Water Demand Comparison for General Land Use Plan Land Changes,” January 21, 2013. 25Akel Engineering Group Inc., “Water and Wastewater Unit Factor Update for Metropolitan Water Resources Management Plan Update,” October 2020.

City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 20 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers Plan land uses is 8,253.76 acres, while the total area of the Specific Plan land uses is 8,325.57 acres – an increase of approximately 72 acres. This increase will lend itself to an increase in water demand based on which land uses increased in area.

Another contributor to increased water demands is changes in land use classifications. For the most part, the land use classifications remained fairly similar in nature and category when transitioning from the General Plan to the Specific Plan. However, a few areas of land uses changed to different land uses that have larger water demand factors; these include “Public Facilities – School with Park,” “Buffer,” and some low density residential areas. Per the SEDA Specific Plan land use map, all but one area defined as “School with Park” in the General Plan land use map changed to the SEDA “Neighborhood Center” land use. Similarly, the areas denoted as “Buffer” land use in the General Plan changed to “Rural Cluster Residential” in the SEDA Specific Plan. To a lesser extent, some of the “Low Density” residential areas in the General Plan were changed to residential land uses with higher densities in the Specific Plan. These combined changes lead to cumulative increases in the water demand of the Plan Area.

Finally, many SEDA land uses increased in area from their General Plan counterparts seemingly due to the elimination of the “Open Space” land uses included in the General Plan for the Plan Area, which totaled approximately 617 acres. As shown in Figure 5.1 and Table 5.3, “Open Space,” and “Community Park,” were removed from the Plan Area, and those areas were absorbed by adjacent land uses, including various residential, mixed use, and employment land uses. Several Open Space land uses have a water demand factor of 0 gpd/ac, and many others have significantly smaller demand factors than other land uses; consequently, this means that some portion of the 617 acres were added to other land uses with larger water demand factors, thereby increasing the total water demand of the SEDA Plan Area when compared to the General Plan buildout condition.

Table 5.1 General Plan–SEDA–General Plan Equivalent Land Use Classifications SEDA Specific Plan Land
Use Classifications A
Equivalent General Plan
Land Use Classification B Water Demand Factor Category C Residential – Mixed
Residential
Residential – Urban
Neighborhood
Residential – Medium High & High
Density
Residential – Neighborhood
Residential
Residential – Medium
Density Residential – Medium Density
Residential – Rural
Residential Residential – Low Density Residential – Low Density Residential – Rural Cluster
Residential Residential – Low Density Residential – Rural Density Employment – Office Center Employment – Office Commercial – Office Employment – Flexible
Research & Development
Employment – Business
Park
Commercial – Professional Services
Office
Employment –
Regional Business Park Commercial – Regional
Employment – Institutional Public Facilities – College Public Facilities – College Employment – Institutional Public Facilities – School
with Park
Public Facilities – SEGA School with
Park
Mixed Use – Regional
Center
Mixed Use – Regional Mixed
Use
Residential – High Density,
Commercial – Regional, & Public
Facilities – Community Activity Center
Mixed Use – Community
Center
Mixed Use – Corridor/Center
Mixed Use
Public Facilities – Community Activity
Center
City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 21 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers SEDA Specific Plan Land
Use Classifications A
Equivalent General Plan
Land Use Classification B Water Demand Factor Category C Mixed Use – Neighborhood
Center
Public Facilities –
Neighborhood Center
Residential – Medium High Density,
Commercial – Neighborhood, & Public
Facilities – Neighborhood Center
Open Space – Flood
Control Basin
Open Space – Ponding
Basin Open Space – Ponding Basin
Other Streets/Railroad/Canals/Etc. N/A
Table 5.2 Metro Plan Update Water Demand Factors26
Water Demand Factor Category Water Demand Factor
(gpd/ac)
Residential
Medium High & High Density 5,140 A
Medium Density 2,810
Low Density 2,050
Rural Density 1,415
Commercial
Office 2,440
Professional Services Office 2,420
Regional 1,685
Public Facilities
College 1,665
SEGA School with Park 2,895
High Density Residential, Regional
Commercial, & Community Activity Center 2,106 B
Community Activity Center 1,930
Medium High Density Residential,
Neighborhood Commercial, &
Neighborhood Center
1,851 C
Open Space
Ponding Basin 0
Other
Railroad/Streets/Canals/Etc. N/A
26 Akel Engineering Group Inc., “Water and Wastewater Unit Factor Update for Metropolitan Water Resources Management Plan Update,” October 2020.

A City of Fresno, “Notice of Preparation of a Program Environmental Impact Report for the Southeast Development Area Specific Plan, Fresno, California,” February 22, 2022.

B City of Fresno, “Fresno General Plan,” December 18, 2014.

C Akel Engineering Group Inc., “Water and Wastewater Unit Factor Update for Metropolitan Water Resources Management Plan Update A Average of Medium High and High Density Residential Water Demand Factors B Combination of High Density Residential, Regional Commercial, and Community Activity Center C Combination of Medium High Density Residential, Neighborhood Commercial, and Neighborhood Center
City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 22 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers Table 5.3 Specific Plan (SP) Anticipated Water Demand per Land Use Classification GP Land Use Classification SP Equivalent Land Use
Classification
Water Demand
Factor A,B
(GPD/ac)
SP Area
(ac)
SP Base
Water
(MGD)
Residential - Low Density Residential - Rural Residential 2,050 2,037.69 4.18 Residential - Medium Density Residential - Neighborhood Residential 2,810 1,434.91 4.03
Residential - Urban
Neighborhood Residential - Mixed Residential 5,140 A 1,026.26 5.27 Employment - Office Employment - Office Center 2,440 154.47 0.38 Employment - Business Park
Employment - Flexible Research
and Development
2,420 16.54 0.04
Employment - Regional
Business Park 1,685 1,287.53 2.17
Mixed Use -Corridor/Center
Mixed Use Mixed Used - Community Center 1,930 273.88 0.53 Mixed Use - Regional Mixed
Use Mixed Use - Regional Center 2,106 B 291.71 0.61
Open Space - Open Space N/A 865 0 0.00
Open Space - Community Park N/A 2,620 0 0.00
Open Space - Ponding Basin Other - Flood Control Basin 0 265.78 0.00 Public Facilities - College
Employment - Institutional
1,665 116.26 0.19
Public Facilities - School with
Park 2,895 149.77 0.43
Public Facilities - School with
Park
Mixed Use - Neighborhood
Center 1,851 C 491.38 0.91
Buffer - Buffer Residential - Rural Cluster
Residential 1,415 D 766.47 1.08
Other - Street/Rail/ Canal, etc. Other 0 12.94 0.00
Totals - - 8,325.57 19.83
Table 5.4 Difference Between General Plan and Specific Plan Anticipated Water Demand SEDA General Plan Total
Base Water Demand
(MGD)
SEDA Specific Plan Total
Base Water Demand
(MGD)
Usage ∆
(MGD)
Usage ∆
(%)

19.5 19.83 0.33 1.7%
A Average of Medium High and High Density Residential Water Demand Factors B Combination of High Density Residential, Regional Commercial, and Community Activity Center C Combination of Medium High Density Residential, Neighborhood Commercial, and Neighborhood Center D Rural Density Water Demand Factor used for Rural Cluster Residential Land Use.

City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 23 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers CHAPTER 6

IMPACTS AND MITIGATION

6.1 SEDA Planning
Improvements within the Plan Area will require modifications to master planned potable water facilities and infrastructure.

A draft policy document has been completed for the SEDA Specific Plan (March 2022), which includes updated policies for the Plan Area, and proposed improvements to meet the chosen alternative for development of the area. Included among these are policies directly related to potable water in the Plan Area.27 Refer to the SEDA Specific Plan policy document for details on policies related to potable water.

6.2 Impacts of Significance
The proposed Specific Plan would result in a significant impact if it would:

1. Require or result in the relocation or construction of new or expanded water or wastewater treatment facilities, the construction of which could cause significant environmental effects.

The potential long-term impacts related to water supply, treatment, and distribution requirements of the General Plan versus the Specific Plan differ by 1.7%; the implementation of the proposed Specific Plan may result in the need for expansion of water supply and treatment facilities, and will require construction of new distribution facilities to serve future land uses in the Plan Area. Thus, development of the Plan Area could result in significant impacts to the existing water supply and distribution system. A summary of master planned proposed water supply, treatment, and distribution infrastructure that may accommodate future development associated with the Specific Plan include:
• New municipal groundwater wells
o Municipal wells with wellhead treatment as needed
• Expansion of the NESWTF
• Water storage tanks and booster pump stations
• Extension of 48-inch diameter RTM
• Transmission Grid Mains of various sizes
• Recharge inter-ties to FMFCD basins.

Potential environmental impacts associated with such improvements include but are not limited to: traffic, air emissions, noise, water quality, aesthetics, agricultural resources, biological resources, and cultural resources. The Specific Plan establishes mitigation measures for impacts in these areas associated with construction of expanded or new water infrastructure. These may include traffic control/management plans to address traffic impacts during construction, various capital improvement plans, and the reevaluation of water master plan documents. Without mitigation, the impacts would be significant.

2. Have insufficient water supplies available to serve the project reasonably for the foreseeable future development during normal, dry and multiple dry years. 27 City of Fresno, “Southeast Development Area Specific Plan Policy Draft,” March 2022.

City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 24 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers As shown by the 1.7% increase in water demand, existing City of Fresno water supplies could be sufficient to supply the future development in SEDA in addition to the existing demands. Current City water supply sources are as follows:

Groundwater – The City owns and operates 270 municipal water wells with 202 active wells; projected groundwater supply for the City of Fresno in 2035 is 149,100 AFY (acreft per year).28 Surface Water – The City owns and operates two (2) surface water treatment facilities – the NESWTF and the SESWTF. The NESWTF has a design capacity of 30 MGD expandable to 60 MGD, and the SESWTF has a design capacity of 54 MGD expandable to 80 MGD. The surface water is obtained from the Kings River via an agreement with FID, and from the Friant-Kern Canal through an agreement with the USBR. Treated surface water is used for potable uses and groundwater recharge. The projected surface water supply for the City of Fresno in 2035 is 191,600 AFY (60,000 via USBR, 131,600 via FID).28
Recycled Water – The City owns and operates the Fresno-Clovis RWRF and the NFWRF, which collect and treat wastewater from City users to various levels of treatment for nonpotable uses. The Fresno-Clovis RWRF produces undisinfected secondary-treated effluent for use as restricted irrigation water for farmland and for groundwater recharge via discharge into adjacent percolation ponds, and disinfected tertiary-treated effluent for distribution through the City’s recycled water distribution system for non-potable uses, including landscape irrigation and industrial processes. The NFWRF collects and treats wastewater to a disinfected tertiary-treated level for use as landscape irrigation supply for the Copper River Ranch Golf Course. The projected supply of recycled water for the City of Fresno in 2035 is 5,910 AFY.28
The UWMP presents actual data available for water supply and demand for the year 2020, as well as projected water usage. For 2020, the actual total potable water demand for the City was 121,993 AF28, and the projected potable water demand for the City in 2035 is 154,210 AF.28 Additionally, the projected non-potable water demand for the City for groundwater recharge is 68,100 AF for 2035.28
The estimated groundwater yield for the City in 2035 was projected to be 149,100 AF28, assuming groundwater characteristics are not altered due to climatic events or regulatory influences from SGMA, indicating that groundwater alone will not be sufficient to meet future City demands, including those for SEDA. However, estimated surface water supplies for the City are projected to be 191,600 AF for 2035 (60,000 via USBR, 131,600 via FID) during normal water years, as well as 5,910 AF of recycled water.28 Total projected water supply for the City in 2035 is 346,610 AF during normal water years and assuming groundwater characteristics are not altered due to climatic events or regulatory influences from SGMA, and total projected demand is 222,310 AF. The estimated increase in total water use for SEDA in accordance with the Specific Plan selected alternative is

0.33 MGD, or 1.03 AF. This results in a modified projected potable demand for the City of 154,211 AF, with a total water demand (potable and non-potable) of 222,311 AF.

In the event of a single dry year, the projected water supply for 2035 is 200,862 AF assuming groundwater characteristics are not altered due to climatic events or regulatory influences from SGMA, and the projected demand is 184,174 AF; Table 7-3 of the UWMP shows the projected water supplies and demands for multiple dry years.28 28 City of Fresno, “2020 Urban Water Management Plan,” July 2021.

City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 25 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers The City Metro Plan Update will include proposed infrastructure improvements necessary to sustain development in SEDA, including the construction of new groundwater wells, surface water treatment plant expansions, and expansion of the Regional Transmission water distribution system. Impacts would be significant without mitigation measures. Since the increase in water demand for the Specific Plan Area is 1.7% from the General Plan condition, the impacts to water supply could be potentially significant; upon compliance with regulatory requirements, proposed policies for full implementation of the proposed Specific Plan, proposed mitigation measures, and construction of proposed water supply and distribution system infrastructure, the impact could be reduced. The normal water year supply projected for the City of Fresno in 2035 is 346,610 AF, and total projected demand is 222,310 AF. All water supply scenarios for dry years for 2035 are sufficient to accommodate the increase in water demand for the Specific Plan Area of 1.03 AF assuming groundwater characteristics are not altered due to climatic events or regulatory influences from SGMA.

The City shall develop and implement water conservation measures to reduce the per capita water use, and continue to refine and implement water saving and conservation standards for new developments approved under the Specific Plan. The City shall complete these measures and standards prior to approving any new project applications for future development in the Plan Area that require a discretionary approval and shall confirm that each project has incorporated the refined measures and standards prior to issuing approval. The City shall also continue to implement the City of Fresno Water Conservation Program, as may be updated, and periodically update restrictions on water uses, and evaluate the feasibility of the conservation target identified as part of the Fresno General Plan MEIR. The City shall complete these measures prior to approving any new project applications for future development in the Plan Area that require a discretionary approval and shall confirm that each project has incorporated any resulting standards prior to issuing approval.

The City shall refine landscape water conservation standards that will apply to new development installed landscapes, building on the State Model Water Efficient Landscape Ordinance (MWELO) and other state regulations. The City shall complete these standards prior to approving any new project applications for future development in the Plan Area that require a discretionary approval and shall confirm that each project has incorporated any resulting standards prior to issuing approval.

Additionally, the City shall evaluate the water supply system at the time that discretionary projects are submitted for approval by the City, and the City shall not approve development that would demand additional water until additional water sources are secured and provided. The City shall evaluate proposed water supply improvements for potential environmental impacts, and shall construct such improvements prior to exceedance of demand to accommodate full buildout of the Specific Plan.

6.3 Conclusions
City planning documents, including but not limited to the General Plan and the Metro Plan, will need to be updated to account for the development of the SEDA, and account for the policies and revisions present in the Specific Plan.

Mitigations for SEDA from the General Plan to the SEDA Specific Plan include:
a) Develop an update to the City General Plan
b) Develop an update to the City Metro Plan
City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Page 26 of 26
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers c) Develop additional water conservation measures in accordance with the City Metro Plan d) Construct new water supply infrastructure in the Plan Area e) Construct new water distribution infrastructure in the Plan Area f) Construct new water storage facilities in the Plan Area g) Construct groundwater recharge facilities in the Plan Area h) Construct water treatment facilities in the Plan Area i) Expand water treatment facilities
j) Secure additional water sources for the City to support development in the Plan Area City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Appendix A
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers Appendix A
Supporting Calculations
City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Appendix A
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers GP Land Use
Classification Abbrv. GP Area (ac) SP Equivalent Land Use Classification Abbrv. Water Demand Factor (GPD/ac) SP Area (ac) SP Base Water (MGD) Residential - Low Density RL 1,700.92 Residential - Rural Residential RR 2,050 2,037.69 4.18 Residential - Medium Density RM 1,473.32 Residential - Neighborhood Residential NR 2,810 1,434.91 4.03 Residential - Urban Neighborhood RUN 891.47 Residential - Mixed Residential MR 5,140 1,026.26 5.27 Employment - Office O 144.37 Employment - Office Center OC 2,440 154.47 0.38 Employment - Business Park BP 12.78 Employment - Flexible Research and Development F 2,420 16.54 0.04 Employment - Regional Business Park RBP 1,219.71 Employment - Flexible Research and Development F 1,685 1,287.53 2.17 Mixed Use -Corridor/Center Mixed Use CMX 315.41 Mixed Used - Community Center CC 1,930 273.88 0.53 Mixed Use - Regional Mixed Use RMX 209.77 Mixed Use - Regional Center RC 2,106 291.71 0.61 Open Space - Open Space OS 569.53 N/A N/A 865 0 0.00 Open Space - Community Park CP 47.46 N/A N/A 2,620 0 0.00 Open Space - Ponding Basin PB 263.32 Other - Flood Control Basin POF 0 265.78 0.00 Public Facilities - College C 116.26 Employment - Institutional I 1,665 116.26 0.19 Public Facilities - School with Park P 149.77 Employment - Institutional I 2,895 149.77 0.43 Public Facilities - School with Park P 413.45 Mixed Use - Neighborhood Center NC 1,851 491.38 0.91 Buffer - Buffer BUFFER 715.04 Residential - Rural Cluster Residential RCR 1,415 766.47 1.08 Other - Street/Rail/ Canal, etc. N/A 11.21 Other N/A 0 12.94 0.00 Totals 8,253.76 8,325.57 19.83 SEDA Projected 2035 General Plan Water Demand A
21,843 AF/yr

19.50 MGD
SEDA Specific Plan Total Base Water Demand

19.83 MGD
Usage ∆ 0.33 MGD Usage ∆ (%) 1.7%
A West Yost Associates, “Hydraulic Evaluation of
the Proposed 2035 General Plan Land Use Updated for the Master Environmental Impact Report,” Technical Memorandum, Table 2, “Water Demand Comparison for General Plan Land Use Changes,” January 21, 2013.

City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Appendix B
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers Appendix B
City of Fresno Water and Wastewater Unit Factor Update for Metropolitan Water Resources Management Plan Update (Prepared by Akel Engineering, Inc.) Water and Wastewater
Unit Factor Update
FOR
Metropolitan Water
Resources Management
Plan Update

PRELIMINARY
October 2020

CITY OF FRESNO
City of Fresno
Water and Wastewater Unit Factor Update

TABLE OF CONTENTS
Table 1 Water Demand Factors by Land Use Classification Table 2 Sewer Flow Factors by Land Use Classification
Table 1 Water Demand Factors by Land Use Classification Metropolitan Water Resources Management Plan Update
City of Fresno PRELIMINARY
(Revised October 2020)
(acres) (mgd) (gpd/acre) (ac-ft/yr/acre)
Residential
1 Rural Density 746 0.85 1,415 1.59
2 Low Density 1,283 2.12 2,050 2.30
3 Medium Low Density 10,139 23.18 2,845 3.19
4 Medium Density 11,033 24.91 2,810 3.15
5 Medium High Density 1,953 6.94 4,425 4.96
6 High Density 1,314 6.19 5,855 6.56
Subtotal - Residential 26,467 64.18
Commercial
7 Community 558 1.04 2,330 2.61
8 General Heavy 1,124 2.11 2,340 2.62
9 Neighborhood 530 1.08 2,525 2.83
10 Neighborhood Limited 0 0.00 - -
11 Office 932 1.83 2,440 2.73
12 Professional Services Office 89 0.17 2,420 2.71
13 Regional 294 0.40 1,685 1.89
14 Recreational 109 0.23 2,575 2.88
15 Storage 273 0.07 335 0.38
Subtotal - Commercial 3,909 6.93
Public Facilities
16 Airport 1,147 0.12 130 0.15
17 College 304 0.41 1,665 1.87
18 High School 505 0.60 1,485 1.66
19 Elementary and High School 141 0.21 1,825 2.04
20 Middle School 305 0.43 1,765 1.98
21 Elementary and Middle School 191 0.30 1,930 2.16
22 Elementary School 792 1.53 2,405 2.69
23 Special School 52 0.05 1,110 1.24
24 SEGA School with Park 6 0.01 2,895 3.24
25 Cemetery 159 0.10 810 0.91
26 Church 662 0.81 1,525 1.71
27 Community Activity Center 11 0.02 1,930 2.16
28 Neighborhood Center 10 0.01 795 0.89
29 Convention Center 17 0.03 1,955 2.19
30 Fairgrounds 90 0.09 1,290 1.45
31 Fire Station 15 0.02 1,855 2.08
32 Government Offices 162 0.26 1,985 2.22
33 Court House Central Area 19 0.15 9,590 10.74
34 Hospital 189 0.76 5,005 5.61
35 Medical Center 20 0.02 1,385 1.55
36 Convalescent Hospital 119 0.39 4,080 4.57
37 Military 55 0.01 170 0.19
38 Mobile Home Park 274 0.49 2,225 2.49
39 Municipal Service Center 37 0.07 2,200 2.46
40 Post Office 30 0.02 750 0.84
41 Public Facility 7 0.01 1,010 1.13
42 Public/Quasi-Public Facility 46 0.10 2,670 2.99
43 Fresno County Jail 3 0.19 80,765 90.47
Water Service
Area1,2,3 Land Use Classifications
Recommended Water Demand
Factors5
2018 Water
Demands4
Table 1 Water Demand Factors by Land Use Classification Metropolitan Water Resources Management Plan Update
City of Fresno PRELIMINARY
(Revised October 2020)
(acres) (mgd) (gpd/acre) (ac-ft/yr/acre)
Water Service
Area1,2,3 Land Use Classifications
Recommended Water Demand
Factors5
2018 Water
Demands4
44 Pump Station 9 0.01 805 0.90
Subtotal - Public Facility 5,376 7.19
Industrial
45 Light Industrial 2,301 3.42 1,850 2.07
46 Heavy Industrial 1,905 5.91 3,860 4.32
Subtotal - Industrial 4,206 9.34
Open Space
47 Open Space 177 0.12 865 0.97
48 Recreational Use/Clear Zone 15 0.00 - -
49 Ag 1,531 0.00 - -
50 Canal 20 0.00 - -
51 Community Park 24 0.05 2,620 2.93
52 Golf Course 662 0.23 435 0.49
53 Lake or Pond 54 0.00 - -
54 Multi-Use 0 0.00 - -
55 Neighborhood Park 218 0.62 3,510 3.93
56 Recreational Park 97 0.15 1,980 2.22
57 Recreational Use 17 0.02 1,235 1.38
58 Regional Park 436 0.18 525 0.59
59 Recreational Commercial 0 0.00 - -
60 Environmental Education Area 0 0.00 - -
61 Gravel Mining 0 0.00 - -
62 Parking 48 0.00 - -
63 PGE Sub Station 102 0.00 - -
64 Ponding Basin 236 0.00 - -
65 Ponding Basin/Park 128 0.16 1,535 1.72
Subtotal - Open Space 3,764 1.53
Total
Subtotal - Residential 26,467 64.18
Subtotal - Commercial 3,909 6.93
Subtotal - Public Facility 5,376 7.19
Subtotal - Industrial 4,206 9.34
Subtotal - Open Space 3,764 1.53
Total 43,722 89.17
Notes:
10/2/2020

1. Source: Land use and acreages based on City of Fresno parcel shapefile downloaded July 16, 2019.

2. Acreages exclude Bakman, Pinedale, and CSU Fresno service areas.

3. Acreages reflect demand generating parcels only.

4. Demand based on 2018 annual metered consumption records.

5. Recommended Water Demand Factors include the following adjustments:
- Demand Factors normalized to 2018 production to account for system losses - Demand Factors increased to account for City-wide vacancy rate of 8.1% based on CA Department of Finance population estimates.

Table 2 Sewer Flow Factors by Land Use Classification
Metropolitan Water Resources Management Plan Update
City of Fresno

PRELIMINARY
(acres) (gpd/acres) (mgd) (gpd/acres)
Residential
1 Rural Density 714 0.20 227 0.16 250
2 Low Density 1,063 0.35 577 0.61 625
3 Medium Low Density 9,875 0.40 915 9.03 990
4 Medium Density 11,001 0.50 1,129 12.42 1,225
5 Medium High Density 1,950 0.55 1,956 3.81 2,115
6 High Density 1,314 0.60 2,825 3.71 3,055
Subtotal - Residential Flow 29.75
Commercial
7 Community 558 0.80 1,497 0.84 1,620
8 General Heavy 1,124 0.80 1,504 1.69 1,630
9 Neighborhood 530 0.80 1,623 0.86 1,755
10 Neighborhood Limited 0 0.00 0 0.00 0
11 Office 932 0.80 1,567 1.46 1,695
12 Professional Services Office 89 0.80 1,556 0.14 1,685 13 Regional 294 0.80 1,084 0.32 1,175
14 Recreational 109 0.30 621 0.07 675
15 Storage 273 0.80 213 0.06 235
Subtotal - Commercial Flow 5.43
Public Facility
16 Airport 1,147 0.80 81 0.09 90
17 College 304 0.70 937 0.29 1,015
18 High School 505 0.70 835 0.42 905
19 Elementary and High School 141 0.70 1,026 0.14 1,110 20 Middle School 305 0.70 993 0.30 1,075
21 Elementary and Middle School 191 0.70 1,087 0.21 1,175 22 Elementary School 792 0.70 1,354 1.07 1,465
23 Special School 52 0.70 625 0.03 680
24 SEGA School with Park 6 0.80 1,860 0.01 2,015
25 Cemetery 159 0.25 163 0.03 180
26 Church 662 0.80 981 0.65 1,065
27 Community Activity Center 11 0.80 1,241 0.01 1,345
28 Neighborhood Center 10 0.80 510 0.00 555
29 Convention Center 17 0.80 1,258 0.02 1,360
30 Fairgrounds 90 0.80 827 0.07 895
31 Fire Station 15 0.80 1,192 0.02 1,290
32 Government Offices 162 0.80 1,277 0.21 1,385
33 Court House Central Area 19 0.80 6,169 0.12 6,670
34 Hospital 189 0.80 3,219 0.61 3,480
35 Medical Center 20 0.80 889 0.02 965
36 Convalescent Hospital 119 0.80 2,624 0.31 2,840
37 Military 55 0.80 109 0.01 120
38 Mobile Home Park 274 0.60 1,072 0.29 1,160
39 Municipal Service Center 37 0.80 1,415 0.05 1,530
40 Post Office 30 0.80 480 0.01 520
41 Public Facility 7 0.80 649 0.00 705
42 Public/Quasi-Public Facility 46 0.80 1,716 0.08 1,855 43 Fresno County Jail 3 0.80 51,972 0.15 56,185
44 Pump Station 9 0.00 0 0.00 0
Subtotal - Public Facility Flow 5.24
Land Use Classifications
Unadjusted Wastewater
Unit Factor Sewer Service Area 4 Estimated Sewer Flow 1,2,3 Recommended Wastewater Unit Factor Return to Sewer Ratio 5
Table 2 Sewer Flow Factors by Land Use Classification
Metropolitan Water Resources Management Plan Update
City of Fresno

PRELIMINARY
(acres) (gpd/acres) (mgd) (gpd/acres)
Land Use Classifications
Unadjusted Wastewater
Unit Factor Sewer Service Area 4 Estimated Sewer Flow 1,2,3 Recommended Wastewater Unit Factor Return to Sewer Ratio 5
Industrial6
45 Light Industrial 2,301 0.80 1,190 2.74 1,290
46 Heavy Industrial 1,905 0.80 2,484 4.73 2,690
Subtotal - Industrial Flow 7.47
Open Space
47 Open Space 177 0.00 0 0.00 0
48 Recreational Use/Clear Zone 15 0.00 0 0.00 0
49 Ag 1,531 0.00 0 0.00 0
50 Canal 20 0.00 0 0.00 0
51 Community Park 24 0.00 0 0.00 0
52 Golf Course 525 0.30 104 0.05 115
53 Lake or Pond 54 0.00 0 0.00 0
54 Multi-Use 0 0.00 0 0.00 0
55 Neighborhood Park 218 0.00 0 0.00 0
56 Recreational Park 97 0.00 0 0.00 0
57 Recreational Use 17 0.00 0 0.00 0
58 Regional Park 436 0.00 0 0.00 0
59 Recreational Commercial 0 0.00 0 0.00 0
60 Environmental Education Area 0 0.00 0 0.00 0
61 Gravel Mining 0 0.00 0 0.00 0
62 Parking 48 0.00 0 0.00 0
63 PGE Sub Station 102 0.00 0 0.00 0
64 Ponding Basin 236 0.00 0 0.00 0
65 Ponding Basin/Park 128 0.00 0 0.00 0
Subtotal - Open Space Flow 0.05
Non-Metered7,8,9
Pinedale Public Utilities - - - 0.63
Pinedale County Water District - - - 0.46
Tarpey Village - - - 0.37
Bakman - - - 1.82
Clovis - - - 0.20
City of Clovis - - - 5.12
CSU Fresno - - - 0.13
Subtotal - Non-Metered Flow 8.73
Total
Subtotal - Residential Flow 29.75
Subtotal - Commercial Flow 5.43
Subtotal - Public Facility Flow 5.24
Subtotal - Industrial Flow 7.47
Subtotal - Open Space Flow 0.05
Subtotal - Non-Metered Flow 8.73
Total Balanced WWTP Flow 56.68
2018 WWTP Average Annual Flow10 56.81
Notes:
10/2/2020

1. Source: Land use and acreages based on City of Fresno parcel shapefile downloaded July 16, 2019.

2. Acreages exclude Bakman, Pinedale, and CSU Fresno service areas.

3. Acreages reflect flow generating parcels only and do not account for Septic Users.

4. Demand based on 2018 annual metered consumption records.

5. Wastewater Unit Factors increased to account for City-wide vacancy rate of 8.1% based on CA Department of Finance population estimates.

6. Industrial flow does not exclude the City's top industrial users (Foster Farms, Cal Dairies, Gallo, and Cargil Beef).

7. Development information for non-metered areas provided by City Staff.

8. City of Clovis BWF extracted from City of Fresno Wastewater Collection System Master Plan Update (September 2015).

9. CSU Fresno flows extracted from flow meter data provided by City Staff on April 30, 2019.

10. Historical WWTP flows provided by City Staff on February 13, 2019.

City of Fresno SEDA Specific Plan Program EIR
Water Technical Study Appendix C
220320_SEDA_Water Tech Study_REV Blair, Church & Flynn Consulting Engineers Appendix C
Water Technical Report for the City of Fresno General Plan Update MEIR (Prepared by Blair, Church & Flynn), City of Fresno Hydraulic Evaluation of the Proposed 2035 General Plan Land Use Updated for the Master Environmental Impact Report Technical Memorandum (Prepared by West Yost Associates)
Water Technical Report
for the
City of Fresno General Plan Update MEIR
June 18, 2013
Introduction
The City of Fresno (City) is in the process of developing their General Plan Update. The last update to the City’s General Plan was in 2002. The General Plan Update, in part, encourages infill projects and facilitates revitalization. The Master Environmental Impact Report evaluates the impacts associated with the General Plan Update and proposes mitigation measures. West Yost Associates (West Yost) has analyzed the impacts associated with the General Plan Update and prepared recommendations to meet increased demand and additional storage requirements. West Yost’s analysis is summarized in their Technical Memorandum entitled “Hydraulic Evaluation of the Proposed 2035 General Plan Land Use Update for the Master Environmental Impact Report” (Technical Evaluation), attached as Appendix A.

The recommendations included in the Technical Evaluation are based on general land use data available as part of the General Plan Update. See Figure 5 in the Technical Report for proposed water infrastructure improvements. As actual dev elopment projects are proposed with more specific information, additional evaluation will be required to confirm that the local distribution system and infrastructure are sufficient to meet the City minimum service requirements for service to the end users.

Summary of Analysis
The Technical Evaluation used the land use data obtained from the City’s General Plan Update as contained in Geographic Information System geodatabase files provided by the City’s Planning and Development Department. These General Plan Update land uses were used, together with appropriate water duty factors to calculate the water demand. Tables 1 and 2 in the Technical Evaluation include the water duty factors per customer class and the calculated water demand, respectively. The calculated water demand as a result of the General Plan Update is 243,570 acre-feet per year (af/yr) and exceeds the water demand projected in the 2012 City of Fresno Metropolitan Water Resources Management Plan by 10,170 af/yr. In order to meet this higher water demand, additional groundwater pumpage or combination of groundwater pumpage and increased surface water treatment capacity will be required.

An additional 10,170 af/yr of intentional groundwater recharge, via an additional 210 acres of new recharge basins, would be required to balance the additional groundwater pumpage.

Potable water storage requirements were considered in the Technical Evaluation. The total storage required to meet the daily water demand that is projected to be generated by the 2035 General Plan Update land uses is 250.7 million gallons, see Table 4 in the Technical Evaluation. The storage requirement exceeds the 2025 general plan update storage requirement by 10.1 million gallons. The Technical Evaluation, in Figure 5, indicates proposed locations for the additional storage. The next water master plan update should include recommendations for overall water system improvements, including recommendations for storage improvements.

The West Yost Technical Evaluation indicates that the water infrastructure recommended in the 2012 City of Fresno Metropolitan Water Resources Management Plan is adequate to convey the peak hourly plus fire flow for the General Plan Update land uses and meets the City’s service criteria.

Therefore, no previously unplanned conveyance or pump systems are needed for that reason.

Additionally, West Yost has analyzed the impacts to the downtown area. West Yost’s analysis is summarized in their Technical Memorandum entitled “Hydraulic Evaluation of the Proposed Fulton Corridor Specific Plan Project”, attached as Appendix B.

Mitigations (Existing Condition to 2025 General Plan)
a. Construct an 80 million gallon per day (MGD) surface water treatment plant near the intersection of Fowler and Olive Avenues, in accordance with Chapter 9 and Figure 9-1 of the City of Fresno Metropolitan Water Resources Management Plan Update Phase 2 Report, January 2012 (2012 Metro Plan Update).
b. Construct a 30 MGD expansion of the existing northeast surface water treatment plant for a total capacity of 60 MGD, in accordance with Chapter 9 and Figure 9-1 of the 2012 Metro Plan Update.
c. Construct a 20 MGD surface water treatment plant in the southwest portion of the City, in accordance with Chapter 9 and Figure 9-1 of the 2012 Metro Plan Update. d. Construct 65 new groundwater wells, in accordance with Chapter 9 and Figure 9-1 of the 2012 Metro Plan Update.
e. Construct a 2.0 million gallon potable water reservoir (Reservoir T2) near the intersection of Clovis and California Avenues, in accordance with Chapter 9 and Figure 9-1 of the 2012 Metro Plan Update.
f. Construct a 3.0 million gallon potable water reservoir (Reservoir T3) near the intersection of Temperance and Dakota Avenues, in accordance with Chapter 9 and Figure 9-1 of the 2012 Metro Plan Update.
g. Construct a 3.0 million gallon potable water reservoir (Reservoir T4) in the downtown area, in accordance with Chapter 9 and Figure 9-1 of the 2012 Metro Plan Update. h. Construct a 4.0 million gallon potable water reservoir (Reservoir T5) near the intersection of Ashlan and Chestnut Avenues, in accordance with Chapter 9 and Figure 9-1 of the 2012 Metro Plan Update.
i. Construct a 4.0 million gallon potable water reservoir (Reservoir T6) near the intersection of Ashlan Avenue and Highway 99, in accordance with Chapter 9 and Figure 9-1 of the 2012 Metro Plan Update.
j. Construct 50.3 miles of regional water transmission mains ranging in size from 24-inch to 48-inch, in accordance with Chapter 9 and Figure 9-1 of the 2012 Metro Plan Update. k. Construct 95.9 miles of 16-inch transmission grid mains, in accordance with Chapter 9 and Figure 9-1 of the 2012 Metro Plan Update.
l. Develop additional water conservation measures in accordance with Chapter 4 of the 2012 Metro Plan Update.
m. Implement groundwater objectives, goals and policies as described in Chapter 5 of the 2012 Metro Plan Update.
n. Implement surface water objectives, goals and policies as described in Chapter 6 of the 2012 Metro Plan Update.
o. Implement recycled water objectives, goals and policies as described in Chapter 7 of the 2012 Metro Plan Update.

Mitigations (2025 General Plan to General Plan Update)
a. Construct a 4.0 million gallon potable water reservoir (SEGA Reservoir 1) within the northern part of the Southeast Growth Area.
b. Construct a 4.0 million gallon potable water reservoir (SEGA Reservoir 2) within the southern part of the Southeast Growth Area.
c. Develop an update to the water master plan.

Appendix A

Technical Memorandum
January 21, 2013