Agenda packet — Newman City Council, September 24, 2024 (part 2 of 2)

1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1 1 1 1 1 1 1 168 68 68 68 68 68 68 68 Receptor 2023 - Construction 2024 - Construction 2025 Operation 2023 2023 2024 2024 2025 2025 Total No. UTM-X UTM-Y Period Average Concentration Period Average Concentration Period Average Concentration Cancer Risks Cancer Risks Cancer Risks Cancer Risks Cancer Risks Cancer Risks Cancer (m) (m) (m) DPM Benzene Ethylbenzene Formaldehyde PAHs Naphthalene 1,3 Butadiene Aceltaldehyde DPM Benzene Ethylbenzene Formaldehyde PAHs Naphthalene 1,3 Butadiene Aceltaldehyde DPM Benzene Ethylbenzene Formaldehyde PAHs Naphthalene 1,3 Butadiene Aceltaldehyde DPM Benzene Ethylbenzene Formaldehyde PAHs Naphthalene 1,3 Butadiene Aceltaldehyde Total DPM Benzene Ethylbenzene Formaldehyde PAHs Naphthalene 1,3 Butadiene Aceltaldehyde Total DPM Benzene Ethylbenzene Formaldehyde PAHs Naphthalene 1,3 Butadiene Aceltaldehyde Total Risk 1 675482.7 4130716.0 0.04253 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00434 0.00000 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Worker ReceptorsCancer Risks by Receptor
2023 Construction 2024 Construction 2025 Operation
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2023 2023 2023 2023 2023 2023 2023 2023 2024 2024 2024 2024 2024 2024 2024 2024 2025 2025 2025 2025 2025 2025 2025 2025 DPM Benzene Ethylbenzene Formaldehyde PAH Naphthalene 1,3 Butadiene Aceltaldehyde DPM Benzene Ethylbenzene Formaldehyde PAH Naphthalene 1,3 Butadiene Aceltaldehyde DPM Benzene Ethylbenzene Formaldehyde PAH Naphthalene 1,3 Butadiene Aceltaldehyde 3rd Trimester (10) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Infant (10) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Child (3) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Adult (1) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 38 38 38 38 38 38 38 38 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 38 38 38 38 38 38 38 38 Worker 2023 - Construction 2024 - Construction 2025 Operation 2023 Receptor UTM-X UTM-Y Period Average Concentration Period Average Concentration Period Average Concentration Cancer Risk No. (m) (m) DPM Benzene Ethylbenzene Formaldehyde PAH Naphthalene 1,3 Butadiene Aceltaldehyde DPM Benzene Ethylbenzene Formaldehyde PAH Naphthalene 1,3 Butadiene Aceltaldehyde DPM Benzene Ethylbenzene Formaldehyde PAH Naphthalene 1,3 Butadiene Aceltaldehyde DPM Benzene Ethylbenzene Formaldehyde 1 675592.1 4130870.2 0.00884 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00299 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00426 0.01105 0.01022 0.00979 0.0000005 0.00087 0.00135 0.00383 0.082 0.00000 0.00000 0.0000002 675556.4 4130971.4 0.00209 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00071 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00256 0.00487 0.00448 0.00410 0.0000002 0.00038 0.00061 0.00158 0.019 0.00000 0.00000 0.0000003 675532.5 4131033.0 0.00138 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00047 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00219 0.00397 0.00365 0.00332 0.0000001 0.00031 0.00050 0.00127 0.013 0.00000 0.00000 0.0000004 675416.2 4131024.0 0.00296 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00100 0.00000 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Worker ReceptorsCancer Risks by Receptor
2023 Construction 2024 Construction 2025 Operation
2023 2023 2023 2023 2023 2023 2023 2023 2024 2024 2024 2024 2024 2024 2024 2024 2025 2025 2025 2025 2025 2025 2025 2025 DPM Benzene Ethylbenzene Formaldehyde PAH Naphthalene 1,3 Butadiene Aceltaldehyde DPM Benzene Ethylbenzene Formaldehyde PAH Naphthalene 1,3 Butadiene Aceltaldehyde DPM Benzene Ethylbenzene Formaldehyde PAH Naphthalene 1,3 Butadiene Aceltaldehyde 3rd Trimester (10) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Infant (10) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Child (3) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Adult (1) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 38 38 38 38 38 38 38 38 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 38 38 38 38 38 38 38 38 Worker 2023 - Construction 2024 - Construction 2025 Operation 2023 Receptor UTM-X UTM-Y Period Average Concentration Period Average Concentration Period Average Concentration Cancer Risk No. (m) (m) DPM Benzene Ethylbenzene Formaldehyde PAH Naphthalene 1,3 Butadiene Aceltaldehyde DPM Benzene Ethylbenzene Formaldehyde PAH Naphthalene 1,3 Butadiene Aceltaldehyde DPM Benzene Ethylbenzene Formaldehyde PAH Naphthalene 1,3 Butadiene Aceltaldehyde DPM Benzene Ethylbenzene Formaldehyde 1 675592.1 4130870.2 0.00496 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00051 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00426 0.01105 0.01022 0.00979 0.0000005 0.00087 0.00135 0.00383 0.046 0.00000 0.00000 0.0000002 675556.4 4130971.4 0.00117 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00012 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00256 0.00487 0.00448 0.00410 0.0000002 0.00038 0.00061 0.00158 0.011 0.00000 0.00000 0.0000003 675532.5 4131033.0 0.00077 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00008 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00219 0.00397 0.00365 0.00332 0.0000001 0.00031 0.00050 0.00127 0.007 0.00000 0.00000 0.0000004 675416.2 4131024.0 0.00166 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00017 0.00000 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0.00000 0.00000 0.00215 0.00540 0.00501 0.00488 0.0000005 0.00045 0.00066 0.00193 0.056 0.00000 0.00000 0.00000013 675923.6 4130710.3 0.00545 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00056 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00214 0.00537 0.00498 0.00485 0.0000007 0.00045 0.00065 0.00191 0.050 0.00000 0.00000 0.00000014 675909.2 4130741.4 0.00490 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00050 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00208 0.00518 0.00480 0.00468 0.0000008 0.00044 0.00063 0.00184 0.045 0.00000 0.00000 0.00000015 675783.9 4130782.9 0.00602 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00061 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00333 0.00838 0.00777 0.00756 0.0000017 0.00074 0.00102 0.00298 0.056 0.00000 0.00000 0.00000016 675818.2 4130792.5 0.00486 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00050 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00257 0.00635 0.00589 0.00573 0.0000012 0.00056 0.00077 0.00226 0.045 0.00000 0.00000 0.00000017 675894.8 4130764.5 0.00451 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00046 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00203 0.00504 0.00467 0.00455 0.0000008 0.00043 0.00061 0.00179 0.042 0.00000 0.00000 0.00000018 675925.9 4130791.7 0.00356 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00036 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00162 0.00392 0.00363 0.00353 0.0000007 0.00034 0.00048 0.00139 0.033 0.00000 0.00000 0.00000019 675953.9 4130790.9 0.00336 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00034 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00147 0.00356 0.00330 0.00321 0.0000006 0.00031 0.00043 0.00126 0.031 0.00000 0.00000 0.00000020 675776.8 4130904.2 0.00189 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00019 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00151 0.00312 0.00288 0.00275 0.0000003 0.00026 0.00038 0.00107 0.017 0.00000 0.00000 0.00000021 675763.2 4130936.9 0.00131 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00013 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00133 0.00258 0.00238 0.00225 0.0000002 0.00021 0.00032 0.00088 0.012 0.00000 0.00000 0.00000022 675827.0 4131034.2 0.00064 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00007 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00076 0.00141 0.00130 0.00122 0.0000001 0.00012 0.00017 0.00047 0.006 0.00000 0.00000 0.00000023 675863.7 4131023.8 0.00069 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00007 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00071 0.00133 0.00123 0.00116 0.0000001 0.00011 0.00016 0.00045 0.006 0.00000 0.00000 0.00000024 675671.4 4131074.9 0.00050 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00005 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00126 0.00211 0.00194 0.00178 0.0000001 0.00017 0.00026 0.00069 0.005 0.00000 0.00000 0.000000 Maximum 0.01235 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00126 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00426 0.01105 0.01022 0.00979 0.0000017 0.00087 0.00135 0.00383 0.114 0.000 0.000 0.000 EMFAC Results F

APPENDIX

Appendix F
EMFAC2021 Results
Mattos Ranch Phase ll
October 11, 2022
2025 Fuel Demand
Vehicle Class Fuel Process Kgal/day Fuel Type Demand
All Other Buses Dsl IDLEX 1.74E-05 Diesel
All Other Buses Dsl RUNEX 0.001628 Kgal/day 0.48
LDA Dsl RUNEX 0.000741 KGal/yr 174.95
LDT1 Dsl RUNEX 1.03E-05
LDT2 Dsl RUNEX 0.000697 Gas
LHD1 Dsl IDLEX 0.000282 Kgal/day 1.36
LHD1 Dsl RUNEX 0.046127 KGal/yr 497.77
LHD2 Dsl IDLEX 0.00016
LHD2 Dsl RUNEX 0.021113 Hybrid
MDV Dsl RUNEX 0.004113 kgal/day 0.013
MH Dsl RUNEX 0.001222 Kgal/yr 4.570
Motor Coach Dsl IDLEX 6.31E-05
Motor Coach Dsl RUNEX 0.001441 TOTAL
PTO Dsl RUNEX 0.00536 KGal/yr 677.28
SBUS Dsl IDLEX 0.000261 Gal/yr 677284.47
SBUS Dsl RUNEX 0.002995
T6 CAIRP Class 4 Dsl IDLEX 1.09E-06
T6 CAIRP Class 4 Dsl RUNEX 0.000137
T6 CAIRP Class 5 Dsl IDLEX 1.46E-06 Mileage
T6 CAIRP Class 5 Dsl RUNEX 0.000189 Check:

T6 CAIRP Class 6 Dsl IDLEX 4.75E-06
T6 CAIRP Class 6 Dsl RUNEX 0.000482 VMT/yr 14,611,421
T6 CAIRP Class 7 Dsl IDLEX 7.92E-06 mpg 22
T6 CAIRP Class 7 Dsl RUNEX 0.00286
T6 Instate Delivery Class 4 Dsl IDLEX 6.56E-05
T6 Instate Delivery Class 4 Dsl RUNEX 0.00125
T6 Instate Delivery Class 5 Dsl IDLEX 6.94E-05
T6 Instate Delivery Class 5 Dsl RUNEX 0.001343
T6 Instate Delivery Class 6 Dsl IDLEX 0.000213
T6 Instate Delivery Class 6 Dsl RUNEX 0.004156
T6 Instate Delivery Class 7 Dsl IDLEX 7.47E-05
T6 Instate Delivery Class 7 Dsl RUNEX 0.002273
T6 Instate Other Class 4 Dsl IDLEX 0.000269
T6 Instate Other Class 4 Dsl RUNEX 0.005735
T6 Instate Other Class 5 Dsl IDLEX 0.000549
T6 Instate Other Class 5 Dsl RUNEX 0.012308
T6 Instate Other Class 6 Dsl IDLEX 0.000357
T6 Instate Other Class 6 Dsl RUNEX 0.00772
T6 Instate Other Class 7 Dsl IDLEX 0.000284
T6 Instate Other Class 7 Dsl RUNEX 0.005894
T6 Instate Tractor Class 6 Dsl IDLEX 7.85E-06
T6 Instate Tractor Class 6 Dsl RUNEX 0.000181
Appendix F
EMFAC2021 Results
Mattos Ranch Phase ll
October 11, 2022
T6 Instate Tractor Class 7 Dsl IDLEX 0.000308
T6 Instate Tractor Class 7 Dsl RUNEX 0.008739
T6 OOS Class 4 Dsl IDLEX 6.33E-07
T6 OOS Class 4 Dsl RUNEX 7.87E-05
T6 OOS Class 5 Dsl IDLEX 8.40E-07
T6 OOS Class 5 Dsl RUNEX 0.000108
T6 OOS Class 6 Dsl IDLEX 2.75E-06
T6 OOS Class 6 Dsl RUNEX 0.000276
T6 OOS Class 7 Dsl IDLEX 4.23E-06
T6 OOS Class 7 Dsl RUNEX 0.001897
T6 Public Class 4 Dsl IDLEX 3.16E-05
T6 Public Class 4 Dsl RUNEX 0.000389
T6 Public Class 5 Dsl IDLEX 9.17E-05
T6 Public Class 5 Dsl RUNEX 0.001147
T6 Public Class 6 Dsl IDLEX 8.30E-05
T6 Public Class 6 Dsl RUNEX 0.001034
T6 Public Class 7 Dsl IDLEX 0.000124
T6 Public Class 7 Dsl RUNEX 0.002
T6 Utility Class 5 Dsl IDLEX 8.91E-06
T6 Utility Class 5 Dsl RUNEX 0.000247
T6 Utility Class 6 Dsl IDLEX 1.69E-06
T6 Utility Class 6 Dsl RUNEX 4.64E-05
T6 Utility Class 7 Dsl IDLEX 1.91E-06
T6 Utility Class 7 Dsl RUNEX 6.45E-05
T7 CAIRP Class 8 Dsl IDLEX 0.006174
T7 CAIRP Class 8 Dsl RUNEX 0.080004
T7 NNOOS Class 8 Dsl IDLEX 0.006672
T7 NNOOS Class 8 Dsl RUNEX 0.093518
T7 NOOS Class 8 Dsl IDLEX 0.002879
T7 NOOS Class 8 Dsl RUNEX 0.034402
T7 Other Port Class 8 Dsl IDLEX 4.33E-05
T7 Other Port Class 8 Dsl RUNEX 0.001609
T7 POAK Class 8 Dsl IDLEX 0.00019
T7 POAK Class 8 Dsl RUNEX 0.003804
T7 POLA Class 8 Dsl IDLEX 0.00022
T7 POLA Class 8 Dsl RUNEX 0.005539
T7 Public Class 8 Dsl IDLEX 0.000276
T7 Public Class 8 Dsl RUNEX 0.006704
T7 Single Concrete/Transit Mix Class 8 Dsl IDLEX 0.000108 T7 Single Concrete/Transit Mix Class 8 Dsl RUNEX 0.002791 T7 Single Dump Class 8 Dsl IDLEX 0.000207
T7 Single Dump Class 8 Dsl RUNEX 0.004106
T7 Single Other Class 8 Dsl IDLEX 0.000706
T7 Single Other Class 8 Dsl RUNEX 0.013869
T7 SWCV Class 8 Dsl IDLEX 8.97E-05
Appendix F
EMFAC2021 Results
Mattos Ranch Phase ll
October 11, 2022
T7 SWCV Class 8 Dsl RUNEX 0.006254
T7 Tractor Class 8 Dsl IDLEX 0.003899
T7 Tractor Class 8 Dsl RUNEX 0.053797
T7 Utility Class 8 Dsl IDLEX 6.39E-06
T7 Utility Class 8 Dsl RUNEX 0.000305
UBUS Dsl RUNEX 0.001782
LDA Gas RUNEX 0.554068
LDA Gas STREX 0.016562
LDT1 Gas RUNEX 0.050322
LDT1 Gas STREX 0.001871
LDT2 Gas RUNEX 0.292286
LDT2 Gas STREX 0.009189
LHD1 Gas IDLEX 0.000291
LHD1 Gas RUNEX 0.077686
LHD1 Gas STREX 0.000926
LHD2 Gas IDLEX 5.67E-05
LHD2 Gas RUNEX 0.014789
LHD2 Gas STREX 0.000155
MCY Gas RUNEX 0.002846
MCY Gas STREX 0.00031
MDV Gas RUNEX 0.307121
MDV Gas STREX 0.01067
MH Gas RUNEX 0.005541
MH Gas STREX 1.03E-06
OBUS Gas IDLEX 1.47E-05
OBUS Gas RUNEX 0.002818
OBUS Gas STREX 2.52E-05
SBUS Gas IDLEX 0.000151
SBUS Gas RUNEX 0.002416
SBUS Gas STREX 1.29E-05
T6TS Gas IDLEX 7.93E-05
T6TS Gas RUNEX 0.012856
T6TS Gas STREX 0.000136
T7IS Gas RUNEX 3.61E-05
T7IS Gas STREX 5.16E-07
UBUS Gas RUNEX 0.00051
UBUS Gas STREX 2.32E-06
LDA Phe RUNEX 0.00989
LDA Phe STREX 0.000384
LDT1 Phe RUNEX 4.40E-05
LDT1 Phe STREX 1.90E-06
LDT2 Phe RUNEX 0.001188
LDT2 Phe STREX 5.59E-05
MDV Phe RUNEX 0.000904
MDV Phe STREX 5.30E-05

Special-Status Species in the Project Vicinity G

APPENDIX

Mattos Ranch Subdivision Phase 2
EMC Planning Group Inc. 1
Table 1-1 Special-Status Plant Species with Potential to Occur in the Project Vicinity Species Status
(Federal/State/
CNPS)
Suitable Habitat Description Potential to Occur on Project Site Alkali milk-vetch
(Astragalus tener var. tener)
--/--/1B.2 Alkaline sites in playas, valley and foothill grassland (on adobe clay), and vernal pools; elevation 1-60m. Blooming Period: March - June.

Unlikely. Suitable habitat not found at the
project site.

Alkali-sink goldfields
(Lasthenia chrysantha)
--/--/1B.1 Vernal pools. Alkaline; elevation 0-200m. Unlikely. Suitable habitat not found at the project site.

Big tarplant
(Blepharizonia plumosa)
--/--/1B.1 Valley and foothill grassland. Dry hills and plains in annual grassland.

Clay to clay-loam soils, usually on slopes and often in burned areas; elevation 15-445m. Blooming Period: July - October.

Unlikely. Suitable habitat not found at the
project site.

California alkali grass
(Puccinellia simplex)
--/--/1B.2 Meadows and seeps, chenopod scrub, valley and foothill grasslands, vernal pools. Alkaline, vernally mesic. Sinks, flats,and lake margins; elevation 1-915m. Blooming Period: March - May.

Unlikely. Suitable habitat not found at the
project site.

Coulter's goldfields
(Lasthenia glabrata ssp. coulteri)
--/--/1B.1 Coastal salt marshes, playas, vernal pools. Usually found on alkaline soils in playas, sinks, and grasslands; elevation 1-1375m. Blooming Period: February – June.

Unlikely. Suitable habitat not found at the
project site.

Delta button-celery
(Eryngium racemosum)
--/SE/1B.1 Riparian scrub; prefers seasonally inundated floodplain on clay soils; elevation 3-75m. Blooming Period: June - August.

Unlikely. Suitable habitat not found at the
project site.

Diamond-petaled California poppy
(Eschscholzia rhombipetala)
--/--/1B.1 Valley and foothill grassland. Alkalin, clay slopes and flats; elevation 0- 97m. Blooming Period: March - April.

Unlikely. Suitable habitat not found at the
project site.

Heartscale
(Atriplex cordulata var. cordulata)
--/--/1B.2 Chenopod scrub, valley and foothill grassland, and meadows. Prefers alkaline flats and scalds in the Central Valley, on sandy soils; elevation 1-150m. Blooming Period: April - October.

Unlikely. Suitable habitat not found at the
project site.

Hispid's salty bird's-beak
(Chloropyron molle ssp. hispidum)
--/--/1B.1 Meadows, playas, valley and foothill grassland. In damp alkaline soils, especially in alkaline meadows and alkali sinks with Distichlis sp.; elevation 10-155m. Blooming Period: June - September.

Unlikely. Suitable habitat not found at the
project site.

Hospital Canyon larkspur
(Delphinium californicum ssp. interius)
--/--/1B.2 Cismontane woodland and chaparral, in wet, boggy meadows, openings in chaparral, and in canyons; elevation 225-1060m. Blooming Period:

April - June.

Unlikely. Suitable habitat not found at the
project site.

Lemmon's jewel-flower
(Caulanthus lemmonii)
--/--/1B.2 Pinyon-juniper woodland, valley and foothill grassland; elevation 80- 1220m. Blooming Period: March - May.

Unlikely. Suitable habitat not found at the
project site.

Lesser saltscale
(Atriplex minuscula)
--/--/1B.1 Chenopod scrub, playas, and valley and foothill grassland. In alkali sinks in sandy, alkaline soils; elevation 20-100m. Blooming Period: May - October.

Unlikely. Suitable habitat not found at the
project site.

Lime Ridge navarretia
(Navarretia gowenii)
--/--/1B.2 Chaparral, on calciumcarbonate-rich soil with high clay content; elevation 180-305m. Blooming Period: May - June.

Unlikely. Suitable habitat not found at the
project site.

Initial Study
2 EMC Planning Group Inc.

Species Status
(Federal/State/
CNPS)
Suitable Habitat Description Potential to Occur on Project Site Northern slender pondweed
(Stuckenia filiformis ssp. alpina)
--/--/2B.2 Marshes and swamps. Shallow, clear water of lakes and drainage channels; elevation 5-2325m. Blooming Period: May – July.

Unlikely. Suitable habitat not found at the
project site.

Prostrate vernal pool navarretia
(Navarretia prostrata)
--/--/1B.1 Coastal scrub, valley and foothill grassland, and vernal pools. Alkaline soils in grassland, or in vernal pools; elevation 15-700m. Blooming Period: April - July.

Unlikely. Suitable habitat not found at the
project site.

San Joaquin spearscale
(Extriplex joaquinana)
--/--/1B.2 Alkaline sites in chenopod scrub, meadows and seeps, playas, and valley and foothill grassland; elevation 1-320m. Blooming Period: April - October.

Unlikely. Suitable habitat not found at the
project site.

Sanford's arrowhead
(Sagittaria sanfordii)
--/--/1B.2 Marshes and swamps. Found in standing or slow-moving freshwater ponds, marshes, and ditches; elevation 0-610m. Blooming Period: May - October.

Unlikely. Suitable habitat not found at the
project site.

Shining navarretia
(Navarretia nigelliformis ssp. radians)
--/--/1B.2 Cismontane woodland, valley and foothill grassland, and vernal pools; elevation 200-1000m. Blooming Period: May - July.

Unlikely. Suitable habitat not found at the
project site.

Spiny-sepaled button-celery
(Eryngium spinosepalum)
--/--/1B.2 Vernal pools within valley and foothill grassland. Some sites on clay soils of granitic origin; elevation 100-420m. Blooming Period: April - May.

Unlikely. Suitable habitat not found at the
project site.

Vernal pool smallscale
(Atriplex persistens)
--/--/1B.2 Vernal pools on alkaline soils; elevation 10-115m. Blooming Period: July - October.

Unlikely. Suitable habitat not found at the
project site.

Wright's trichocoronis
(Trichocoronis wrightii var. wrightii)
--/--/2B.1 Marshes and swamps, riparian forest, meadows and seeps, vernal pools. Mud flats of vernal lakes, drying river beds, alkali meadows; elevation 5-435m. Blooming Period: May – September.

Unlikely. Suitable habitat not found at the
project site.

SOURCE: CDFW 2022, CNPS 2022
NOTE: Status Codes:

Federal (USFWS)
FE: Listed as Endangered under the Federal Endangered Species Act.

FT: Listed as Threatened under the Federal Endangered Species Act.

FC: A Candidate for listing as Threatened or Endangered under the Federal Endangered Species Act.

FSC: Species of Special Concern.

FD: Delisted under the Federal Endangered Species Act.

Mattos Ranch Subdivision Phase 2
EMC Planning Group Inc. 3
State (CDFW)
SE: Listed as Endangered under the California Endangered Species Act.

ST: Listed as Threatened under the California Endangered Species Act.

SR: Listed as Rare under the California Endangered Species Act.

SC: A Candidate for listing as Threatened or Endangered under the California Endangered Species Act.

SSC: Species of Special Concern.

SFP: Fully Protected species under the California Fish and Game Code.

SD: Delisted under the California Endangered Species Act.

CNPS Rare Plant Ranks and Threat Code Extensions
1B: Plants that are considered Rare, Threatened, or Endangered in California and elsewhere. 2B: Plants that are considered Rare, Threatened, or Endangered in California, but more common elsewhere. .1: Seriously endangered in California (over 80% of occurrences threatened/high degree and immediacy of threat). .2: Fairly endangered in California (20-80% occurrences threatened). .3: Not very endangered in California (<20% of occurrences threatened or no current threats known).

Mattos Ranch Subdivision Phase 2
EMC Planning Group Inc. 1
Table 1-2 Special-Status Wildlife Species with Potential to Occur in the Project Vicinity Species Status
(Federal/State)
Suitable Habitat Description Potential to Occur on Project Site American badger
(Taxidea taxus)
--/SSC Most abundant in drier, open stages of most shrub, forest, and herbaceous habitats. Need sufficient food and open, uncultivated ground with friable soils to dig burrows. Prey on burrowing rodents.

Unlikely. Suitable habitat not found at the
project site.

Bald eagle
(Haliaeetus leucocephalus)
FD/SE Ocean shore, lake margins, and rivers for both nesting and wintering. Most nests within one mile of water. Nests in large, old-growth, or dominant live tree with open branches.

Unlikely. Suitable habitat not found at the
project site.

Burrowing owl
(Athene cunicularia)
--/SSC Open, dry, annual or perennial grasslands, desert, or scrubland, with available small mammal burrows.

Low potential to occur on project site due to
presence of marginally suitable habitat.

CNDDB occurrences recorded within the
project site vicinity.

California horned lark
(Eremophila alpestris actia)
--/SSC Coastal regions, chiefly from Sonoma County to San Diego County, also within the main part of the San Joaquin Valley and east to the foothills.

Prefers short-grass prairie, mountain meadows, open coastal plains, fallow grain fields, alkali flats.

Unlikely. Suitable habitat not found at the
project site.

California linderiella
(Linderiella occidentalis)
FSC/-- Seasonal pools in unplowed grasslands with old alluvial soils underlain by hardpan or in sandstone depressions. Water in the pools typically has very low alkalinity, conductivity, and total dissolved solids.

Unlikely. Suitable habitat not found at the
project site.

California red-legged frog
(Rana draytonii)
FT/SSC Rivers, creeks, and stock ponds with pools and overhanging vegetation.

Requires dense, shrubby or emergent riparian vegetation, and prefers short riffles and pools with slow-moving, well-oxygenated water. Needs upland habitat to aestivate (remain dormant during dry months) in small mammal burrows, cracks in the soil, or moist leaf litter.

Unlikely. Suitable habitat not found at the
project site.

California tiger salamander
(Ambystoma californiense)
FT/ST Grasslands and oak woodlands near seasonal pools and stock ponds in central and coastal California. Needs upland habitat to aestivate (remain dormant during dry months) in small mammal burrows, cracks in the soil, or moist leaf litter. Requires seasonal water sources that persist into late March for breeding habitat.

Unlikely. Suitable habitat not found at the
project site.

Conservancy fairy shrimp
(Branchinecta conservatio)
FE/-- Endemic to the grasslands of the northern two-thirds of the central valley; found in large, turbid pools. Also occurs in swales formed by old, braided alluvium filled by winter/spring rains.

Unlikely. Suitable habitat not found at the
project site.

Initial Study
2 EMC Planning Group Inc.

Species Status
(Federal/State)
Suitable Habitat Description Potential to Occur on Project Site Foothill yellow-legged frog
(Rana boylii)
--/SSC Partly shaded, shallow streams and riffles with rocky substrate in a variety of habitats. Requires at least some cobble-sized substrate for egg-laying and 15 weeks of available water to attain metamorphosis.

Unlikely. Suitable habitat not found at the
project site.

Giant garter snake
(Thamnophis gigas)
FT/ ST Prefers freshwater marsh and low gradient streams. Adapted to drainage canals and irrigation ditches. The most aquatic garter snake in California.

Unlikely. Suitable habitat not found at the
project site.

Golden eagle
(Aquila chrysaetos)
--/SFP Rolling foothill mountain areas, sage-juniper flats, and desert. Cliff-walled canyons provide nesting habitat in most parts of range. Also uses large trees in open areas.

Unlikely. Suitable habitat not found at the
project site.

Hoary bat
(Lasiurus cinereus)
--/SSC Prefers open habitats or habitat mosaics, with access to trees for cover and open areas or habitat edges for feeding. Roosts in dense foliage of medium to large trees. Feeds primarily on moths. Requires water.

Low potential to occur on project site due to
presence of marginally suitable habitat.

CNDDB occurrences recorded within the
project site vicinity.

Least Bell's vireo
(Vireo bellii pusillus)
FE/SE Summer resident of southern and central California in riparian habitats below 2,000 feet in elevation. Often nests in large shrubs, along margins of bushes or on twigs projecting into pathways.

Unlikely. Suitable habitat not found at the
project site.

Loggerhead shrike
(Lanius ludovicianus)
--/SSC (Nesting) Broken woodlands, savannah, pinyon-juniper, Joshua tree and riparian woodlands, desert oases, scrub and washes. Prefers open country for hunting, with perches for scanning and fairly dense shrubs and brush for nesting.

Low potential to occur on project site due to
presence of marginally suitable habitat.

CNDDB occurrences recorded within the
project site vicinity.

Long-horn fairy shrimp
(Branchinecta longiantenna)
FE/-- Endemic to the eastern margin of the Central Coast mountains in seasonally astatic grassland vernal pools. Inhabits small, clear-water depressions in sandstone and clear to turbid clay/grass-bottomed pools in shallow swales.

Unlikely. Suitable habitat not found at the
project site.

Northern California legless lizard
(Anniella pulchra)
--/SSC Sandy or loose loamy soils under sparse vegetation, moist soils. Anniella pulchra is traditionally split into two subspecies: A. pulchra pulchra (silvery legless lizard) and A. pulchra nigra (black legless lizard), but these subspecies are typically no longer recognized.

Unlikely. Suitable habitat not found at the
project site.

Northern harrier
(Circus cyaneus)
--/SSC Found near coastal salt and freshwater marshes. Nests and forages in grasslands. Nests on ground in shrubby vegetation, usually at marsh edge; nest built of a large mound of sticks in wet areas.

Unlikely. Suitable habitat not found at the
project site.

Pallid bat
(Antrozous pallidus)
--/SSC Deserts, grasslands, scrublands, woodlands, and forests. Most common in open, dry habitats with rocky areas for roosting. Roosts must protect bats from high temperatures.

Low potential to occur on project site due to
presence of marginally suitable habitat.

CNDDB occurrences recorded within the
project site vicinity.

Mattos Ranch Subdivision Phase 2
EMC Planning Group Inc. 3
Species Status
(Federal/State)
Suitable Habitat Description Potential to Occur on Project Site Prairie falcon
(Falco mexicanus)
--/SSC Nesting Habitats. Open terrain, either level or hilly breeding sites located on cliffs. Forages far distances, including to marshlands and ocean shores.

Unlikely. Suitable habitat not found at the
project site.

Sacramento splittail
(Pogonichthys macrolepidotus)
--/SSC Endemic to the lakes and rivers of the Central Valley, but now confined to the Delta, Suisun Bay, and associated marshes. Slow moving river sectins, dead end sloughs, requires flooded vegetation for spawning and foraging for young.

Unlikely. Suitable habitat not found at the
project site.

San Joaquin coachwhip
(Masticophis flagellum ruddocki)
--/SSC Open, dry habitats with little or no tree cover. Found in valley grassland and saltbush scrub in the San Joaquin Valley. Requires mammal burrows for refuge and oviposition sites.

Unlikely. Suitable habitat not found at the
project site.

San Joaquin kit fox
(Vulpes macrotis mutica)
FE/ST Annual grasslands or grassy open stages with scattered shrubby vegetation.

Needs loose-textured sandy soils for burrowing, and suitable prey base.

Low potential to occur on project site due to
presence of marginally suitable habitat.

CNDDB occurrences recorded within the
project site vicinity.

Steelhead
(Oncorhynchus mykiss irideus)
FT/-- Coastal stream with clean spawning gravel. Requires cool water and pools.

Needs migratory access between natal stream and ocean.

Unlikely. Suitable habitat not found at the
project site.

Swainson's hawk
(Buteo swainsoni)
--/ST 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 agricultural fields supporting rodent populations.

Low potential to occur on project site due to
presence of marginally suitable habitat.

CNDDB occurrences recorded within the
project site vicinity.

Tricolored blackbird
(Agelaius tricolor)
--/SE Areas adjacent to open water with protected nesting substrate, which typically consists of dense, emergent freshwater marsh vegetation.

Unlikely. Suitable habitat not found at the
project site.

Vernal pool fairy shrimp
(Branchinecta lynchi)
FT/-- Endemic to the grasslands of the Central Valley, Central Coast Mtns., and South Coast Mtns. in astatic rain-filled pools. Inhabits small, clear-water sandstone depression pools and grass swale, earth slump, or basalt-flow depression pools.

Unlikely. Suitable habitat not found at the
project site.

Vernal pool tadpole shrimp
(Lepidurus packardi)
FE/-- Inhabits vernal pools and swales in the Sacramento Valley containing clear to highly turbid water. Pools commonly found in swales of unplowed grasslands.

Unlikely. Suitable habitat not found at the
project site.

Western pond turtle
(Emys marmorata)
--/SSC Ponds, marshes, rivers, streams, and irrigation ditches with aquatic vegetation. Needs basking sites (such as rocks or partially submerged logs) and suitable upland habitat for egg-laying (sandy banks or grassy open fields).

Unlikely. Suitable habitat not found at the
project site.

Initial Study
4 EMC Planning Group Inc.

Species Status
(Federal/State)
Suitable Habitat Description Potential to Occur on Project Site Western red bat
(Lasiurus blossevillii)
--/SSC Roosts primarily in trees, 2-40 feet above the ground, from sea level up through mixed conifer forests. Prefers habitat edges and mosaics with trees that are protected from above and open below with open areas for foraging.

Low potential to occur on project site due to
presence of marginally suitable habitat.

CNDDB occurrences recorded within the
project site vicinity.

Western spadefoot
(Spea hammondii)
--/SSC Occurs primarily in grassland habitats, but can be found in valley-foothill hardwood woodlands, breeds in winter and spring (January - May) in quiet streams and temporary pools.

Unlikely. Suitable habitat not found at the
project site.

SOURCE: CDFW 2022
NOTE: Status Codes:

Federal (USFWS)
FE: Listed as Endangered under the Federal Endangered Species Act.

FT: Listed as Threatened under the Federal Endangered Species Act.

FC: A Candidate for listing as Threatened or Endangered under the Federal Endangered Species Act.

FSC: Species of Special Concern.

FD: Delisted under the Federal Endangered Species Act.

State (CDFW)
SE: Listed as Endangered under the California Endangered Species Act.

ST: Listed as Threatened under the California Endangered Species Act.

SR: Listed as Rare under the California Endangered Species Act.

SC: A Candidate for listing as Threatened or Endangered under the California Endangered Species Act.

SSC: Species of Special Concern.

SFP: Fully Protected species under the California Fish and Game Code.

SD: Delisted under the California Endangered Species Act.

Acoustical Analysis H

APPENDIX

22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 1
ACOUSTICAL ANALYSIS
MATTOS RANCH SUBDIVISION, PHASE 2
NEWMAN, CALIFORNIA
WJVA Report No. 22‐12
PREPARED FOR
EMC PLANNING
301 LIGHTHOUSE AVENUE, SUITE C
MONTEREY, CA 93940
PREPARED BY
WJV ACOUSTICS, INC.

VISALIA, CALIFORNIA

NOVEMBER 29, 2022
113 N. Church Street, Suite 203 ∙ Visalia, CA 93291∙ (559) 627-4923 ∙ 22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 2

1. INTRODUCTION
Project Description:

The proposed project, Mattos Ranch Phase 2, consists of a mixed‐use development to be located within the City of Newman, California. The project would be adjacent to the already approved (yet to be constructed) Mattos Ranch Phase 1 residential project. The two components of the project are described below. The site plan is provided as Figure 1.

Residential Component:

The residential proposal consists of a General Plan Amendment (Community Commercial to Medium Density Residential), Rezone from C‐8 (Highway Commercial) to PD (Planned Development) and Vesting Tentative Tract Map to subdivide 6.1 acres into 43 single‐family lots.

Since the lots do not conform to R‐2 Zoning District standards, a Planned Development zoning is required. (Lots developed in accordance with R‐2 single‐family standards would not meet GP density requirements.)
Commercial Component:

The developer has provided a potential site layout for the Commercial portion of the proposal.

While no specific entitlements will be included with this application, the City would like to include the potential commercial uses as part of the CEQA document.

Environmental Noise Assessment:

This environmental noise assessment has been prepared to determine if significant noise impacts will be produced by the project and to describe mitigation measures for noise if significant impacts are determined. The environmental noise assessment, prepared by WJV Acoustics, Inc. (WJVA), is based upon the project Tentative Subdivision Map (dated 4/21/21), traffic data provided by VRPA Technologies, Inc., and a project site visit on February 15, 2022. Revisions to the Subdivision Map, project traffic information or other project‐related information available to WJVA at the time the analysis was prepared may require a reevaluation of the findings and/or recommendations of the report.

Appendix A provides definitions of the acoustical terminology used in this report. Unless otherwise stated, all sound levels reported in this analysis are A‐weighted sound pressure levels in decibels (dB). A‐weighting de‐emphasizes the very low and very high frequencies of sound in a manner similar to the human ear. Most community noise standards utilize A‐weighted sound levels, as they correlate well with public reaction to noise. Appendix B provides examples of sound levels for reference.
22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 3

2. THRESHOLDS OF SIGNIFICANCE
The CEQA Guidelines apply the following questions for the assessment of significant noise impacts for a project:
a. Would the project result in generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies?
b. Would the project result in generation of excessive groundborne vibration or groundborne noise levels?
c. For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels?
a. Noise Level Standards
CITY OF NEWMAN
General Plan:

The City of Newman General1 Plan provides noise level criteria for land use compatibility for both transportation and non‐transportation noise sources. The General Plan sets noise compatibility standards for transportation noise sources in terms of the Day‐Night Average Level (Ldn). The Ldn represents the time‐weighted energy average noise level for a 24‐hour day, with a 10 dB penalty added to noise levels occurring during the nighttime hours (10:00 p.m.‐7:00 a.m.). The Ldn represents cumulative exposure to noise over an extended period of time and are therefore calculated based upon annual average conditions. Table I provides the General Plan noise level standards for transportation noise sources.

The exterior noise level standard of the noise element is 60 dB Ldn for outdoor activity areas of single‐family residential uses. While not explicitly stated in the General Plan, exterior noise level standards typically apply at outdoor activity areas of residential land uses. Outdoor activity areas generally include backyards of single‐family residences and individual patios or decks and common outdoor activity areas of multi‐family developments. The intent of the exterior noise level requirement is to provide an acceptable noise environment for outdoor activities and recreation.

The General Plan also requires that interior noise levels attributable to exterior noise sources not exceed 45 dB Ldn. The intent of the interior noise level standard is to provide an acceptable noise environment for indoor communication and sleep.
22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 4

TABLE I

CITY OF NEWMAN GENERAL PLAN NOISE LEVEL STANDARDS

TRANSPORTATION (NON-AIRCRAFT) NOISE SOURCES
Noise‐Sensitive Land Use
Outdoor Activity Areas1
Ldn dB
Single‐Family Residential 60
Multi‐Family Residential, Hotels, and Motels 65
Outdoor Sports and Recreation, Neighborhood Parks and Playgrounds 65 Schools, Libraries, Museums, Hospitals, Personal Care, Meeting Halls, Churches
60 Office Buildings, Business Commercial, and Professional 70 Auditoriums, Concert Halls, Amphitheaters 70
Source: City of Newman General Plan
The General Plan provides noise level standards for stationary (non‐transportation) noise sources.

Table II provides the City of Newman noise level standards applicable to stationary noise sources.

TABLE II
NON-TRANSPORTATION NOISE LEVEL STANDARDS, dBA

CITY OF NEWMAN
Daytime (7 a.m.‐10 p.m.) Nighttime (10 p.m.‐7 a.m.)
Leq Lmax Leq Lmax
55 75 45 65
Each of the noise level standards specified in Table HS‐4 shall be reduced by five (5) dBA for pure tone noises, noise consisting primarily of speech or music, or for recurring impulsive noises. Where measured ambient noise levels exceed the standards, the standards shall be increased to the ambient levels.

The standards in Table HS‐4 apply at residential or other noise‐ sensitive land uses, and not on the property of a noise‐generating land use.

When determining the effectiveness of noise mitigation measures, the standards may be applied on the receptor side of noise barriers or other property line noise mitigation measures. These noise level standards do not apply to residential units established in conjunction with industrial of commercial uses (e.g. caretaker dwellings).

Source: City of Newman General Plan
The General Plan also provides the following Policies and Actions in regards to noise level exposure, noise level standards and land use compatibility:
 Policy HS‐6.1 As a guide for future planning and development decisions the City shall use the Noise and Land Use Compatibility Standards shown in Figure HS‐5 (Table I above), the noise level performance standards indicated in Table HS‐4 (Table II above) and the projected future noise contours for the buildout of the General Plan. 22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 5
 Policy HS‐6.2 Noise increases at noise sensitive land uses resulting from new projects shall be minimized. Noise‐sensitive uses include residential, hotel/motel, schools, libraries, museums, meeting halls, care facilities, churches and hospitals. Exterior noise levels would be measured in residential backyards, patios, outdoor instructional areas of schools, outdoor courtyards and play areas at care facilities or at the property line of undeveloped lands designated as noise‐sensitive uses.
 Policy HS‐6.3 New non‐transportation noise sources, including, but not limited to, industrial and commercial noise sources, mechanical equipment, amplified sound, and on‐site truck circulation and deliveries, shall be mitigated so as not to exceed the noise level standards as indicated in Table HS‐4 (Table II above).
 Policy HS‐6.4 Noise can be mitigated through site design, building design and materials, landscaping, hours of operation and other techniques. This policy does not apply to noise sources as‐ sociated with operations on lands zoned for agricultural uses.  Policy HS‐6.5 The City shall minimize potential transportation‐related noise through the use of setbacks, street circulation design, coordination of routing and other traffic control measures, the construction of noise barriers, and consider use of “quiet” pavements when resurfacing roadways.
 Policy HS‐6.6 Where proposed new development of noise‐sensitive uses is anticipated to exceed the noise level standards, an acoustical analysis shall be required so that noise mitigation may be included in the project design.
 Policy HS‐6.7 New development of noise sensitive land uses shall not be permitted in noise impacted areas unless effective mitigation measures are incorporated into the project design to reduce exterior and interior noise levels to acceptable levels, as specified in Policy HS‐6.1 and as follows:

For new single‐family residential development, maintain a standard of 60 Ldn (day/night average noise level) for exterior noise in private use areas.

For new multi‐family residential development maintain a standard of 65 Ldn in community outdoor recreation areas. Noise standards are not applied to private decks and balconies.

Interior noise levels shall not exceed 45 Ldn in all new residential units (single‐ and multi‐family). Development sites exposed to noise levels exceeding 60 Ldn shall be analyzed following protocols in Appendix Chapter 12, Section 1208, A, Sound Transmission Control, 2001 California Building Code.

Where new residential units (single‐ and multi‐family) would be exposed to intermittent noise levels generated during train operations, maximum 22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 6
railroad noise levels inside homes shall not exceed 50 dBA in bedrooms or 55 dBA in other occupied spaces. These single event limits are only applicable where there are normally 4 or more train operations per day.  Policy HS‐6.8 Where noise mitigation measures are required to achieve the noise level standards, the emphasis of such measures shall be placed upon site planning and project design. The use of noise barriers shall be considered after practical design‐related noise mitigation measures have been integrated into the project.  Policy HS‐6.10 No project shall be approved that would create noise levels at school sites that would exceeds 55 dBA, measured at the property lines of the school site.  Policy HS‐6.11 Land uses that emit excessive noise shall not be located adjacent to schools and other sensitive uses unless noise levels can be mitigated to an acceptable level.  Action HS‐6.1 Require the evaluation of mitigation measures for projects that would cause the following criteria to be exceeded or would cause a significant adverse community response:

Cause the Ldn at noise‐sensitive uses to increase by 3 dB or more and exceed the “normally acceptable” level, or
Cause the Ldn at noise‐sensitive uses to increase 5 dB or more and remain “normally acceptable”.
 Action HS‐6.2 Coordinate with the County Sheriff’s Department to enforce the California Vehicle Code as it relates to adequate vehicle mufflers, modified exhaust systems and vehicle stereo systems.
 Action HS‐6.3 Establish a noise abatement protocol for existing sensitive land uses located in areas anticipated to experience significant noise increases with the implementation of the General Plan. Cumulative traffic noise impacts on existing noise sensitive uses could be reduced through the inclusion of exterior and/or interior sound reduction measures such as set‐ backs, noise barriers, forced‐air mechanical ventilation and sound rated window construction. The City should research sources of funding for these actions.

State of California
There are no state noise standards that are applicable to the project.

Federal Noise Standards
There are no federal noise standards that are applicable to the project. 22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 7
b. Construction Noise and Vibration
The City of Newman General Plan provides the following guidance in relation to construction noise:
 Policy HS‐6.9 During all phases of construction activity, reasonable noise reduction measures shall be utilized to minimize the exposure of neighboring properties to excessive noise levels.

Noise reduction measures could include, but would not be limited to:

Construction activities shall normally be limited to the hours of 7 a.m. to 7 p.m. Monday through Friday, and 8 a.m. to 7 p.m. Saturday.

Use available noise suppression devices and properly maintain and muffle loud construction equipment.

Avoid staging of construction equipment and unnecessary idling of equipment within 200 feet of noise‐sensitive land uses.

There are no state or federal standards that specifically address construction vibration. Some guidance is provided by the Caltrans Transportation and Construction Vibration Guidance Manual2 .

The Manual provides guidance for determining annoyance potential criteria and damage potential threshold criteria. These criteria are provided below in Table III and Table IV, and are presented in terms of peak particle velocity (PPV) in inches per second (in/sec).

TABLE III

GUIDELINE VIBRATION ANNOYANCE POTENTIAL CRITERIA
Human Response
Maximum PPV (in/sec)
Transient Sources Continuous/Frequent
Intermittent Sources
Barely Perceptible 0.04 0.01
Distinctly Perceptible 0.25 0.04
Strongly Perceptible 0.9 0.1
Severe 2.0 0.4
Source: Caltrans
22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 8

TABLE IV

GUIDELINE VIBRATION DAMAGE POTENTIAL THRESHOLD CRITERIA Structure and Condition
Maximum PPV (in/sec)
Transient Sources Continuous/Frequent
Intermittent Sources
Extremely fragile, historic buildings, ancient monuments 0.12 0.08 Fragile buildings 0.2 0.1
Historic and some old buildings 0.5 0.25
Older residential structures 0.5 0.3
New residential structures 1.0 0.5
Modern industrial/commercial buildings 2.0 0.5
Source: Caltrans
22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 9

3. SETTING
The proposed Project is located on the east side of Prince Road and west of State Route 33 (SR 33), and adjacent to the east side of Mattos Ranch Subdivision Phase 1, an approved 106‐lot single‐ family residential subdivision on approximately 12.6 acres. The proposed project (Mattos Ranch Phase 2) consists of approximately 11.8 acres of commercial land use, approximately 6.1 acres of residential land uses, and 2.1 acres to be used as a storm basin. Mattos Ranch Phase 1 and Phase 2 would consist of a combined 34.8 acres of developed land.

The project site is currently undeveloped land under agricultural production. The overall project site is generally bound by agricultural lands to the south and the southeast, commercial/industrial land uses to the west, and a mixture of existing and planned residential land uses to the north and the west. Existing sources of noise in the general project vicinity include noise associated with vehicle traffic on SR 33 and Prince Road, noise associated with agricultural and industrial land uses, railroad operations along the Southern Pacific Railroad line and occasional aircraft overflights. a. Background Noise Level Measurements
Existing noise levels in the project vicinity are dominated by traffic noise along Prince Road and other local roadways and noise associated with various agricultural land uses near the project site.

Measurements of existing ambient noise levels in the project vicinity were conducted on February 15 & 16, 2022. Long‐term (24‐hour) ambient noise level measurements were conducted at two (2) locations (sites LT‐1 and LT‐2). Ambient noise levels were measured for a period of 24 continuous hours at the long‐term ambient noise measurement sites. Site LT‐1 was located within the western portion of the project site, in the vicinity of proposed residential land uses along Prince Road. The LT‐2 was located near the southeast corner of the project site, near SR 33 and in the vicinity of proposed commercial land uses. The location of long‐term ambient noise monitoring sites LT‐1 and LT‐2 are provided as Figure 2.

Measured hourly energy average noise levels (Leq) at site LT‐1 ranged from a low of 50.3 dB between 10:00 p.m. and 11:00 p.m. to a high of 63.4 dBA between 5:00 p.m. and 6:00 p.m. Hourly maximum (Lmax) noise levels at site LT‐1 ranged from 72.7 to 89.9 dBA. Residual noise levels at the monitoring site, as defined by the L90, ranged from 35.0 to 49.0 dBA. The L90 is a statistical descriptor that defines the noise level exceeded 90% of the time during each hour of the sample period. The L90 is generally considered to represent the residual (or background) noise level in the absence of identifiable single noise events from traffic, aircraft, and other local noise sources. The measured Ldn value at site LT‐1 was 63.1 dB Ldn. Figure 3 graphically depicts hourly variations in ambient noise levels at site LT‐1. Figure 4 provides a photograph of measurement site LT‐1.

Measured hourly energy average noise levels (Leq) at site LT‐2 ranged from a low of 44.4 dB between 11:00 p.m. and midnight to a high of 58.4 dBA between 6:00 a.m. and 7:00 a.m. Hourly maximum (Lmax) noise levels at site LT‐2 ranged from 59.3 to 78.1 dBA. Residual noise levels at the monitoring site, as defined by the L90, ranged from 37.0 to 50.4 dBA. The measured Ldn value at site LT‐2 was 57.8 dB Ldn. Figure 5 graphically depicts hourly variations in ambient noise levels at site LT‐2. Figure 6 provides a photograph of measurement site LT‐2. 22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 10
Additionally, short‐term (15‐minute) ambient noise level measurements were conducted at three (3) locations (Sites ST‐1 through ST‐3). Two (2) individual measurements were taken at each of the six short‐term sites to quantify ambient noise levels in the morning and afternoon hours. The locations of the long‐term and short‐term noise monitoring sites are shown in Figure 2.

Table V summarizes short‐term noise measurement results. The noise measurement data included energy average (Leq) maximum (Lmax) as well as five individual statistical parameters. Observations were made of the dominant noise sources affecting the measurements. The statistical parameters describe the percent of time a noise level was exceeded during the measurement period. For instance, the L90 describes the noise level exceeded 90 percent of the time during the measurement period, and is generally considered to represent the residual (or background) noise level in the absence of identifiable single noise events from traffic, aircraft and other local noise sources.

Short‐term noise measurements were conducted for 15‐minute periods at each of the three sites.

Site ST‐1 and ST‐2 were both located near the northern portion of the overall project site, in the vicinity of existing multi‐family residential land uses. Site ST‐3 was located near the eastern portion of the overall project site in the vicinity of proposed commercial/retail land uses near SR 33. The locations of the short‐term ambient noise measurement sites are provided as Figure 2.

TABLE V

SUMMARY OF SHORT-TERM NOISE MEASUREMENT DATA
MATTOS RANCH PHASE 2, NEWMAN
FEBRUARY 15 & 16, 2022
Site Time A‐Weighted Decibels, dBA Sources
Leq Lmax L2 L8 L25 L50 L90
ST‐1 9:35 a.m. 48.7 66.5 58.2 55.0 49.2 46.2 37.7 TR, AC ST‐1 4:00 p.m. 46.8 64.2 56.1 53.3 47.2 44.4 34.0 TR, D ST‐2 9:55 a.m. 43.8 62.7 55.0 51.8 46.6 42.4 33.8 TR, AG, C ST‐2 4:20 p.m. 47.6 74.1 59.7 54.2 51.1 43.0 36.3 TR ST‐3 10:20 p.m. 56.8 81.4 68.9 60.4 58.8 50.7 43.8 TR, C ST‐3 4:45 p.m. 57.4 80.6 66.5 60.7 56.4 51.2 44.4 TR, AC TR: Traffic AC: Aircraft AG: Agricultural Activities C: Construction Activities B: Birds D: Barking Dogs Source: WJV Acoustics, Inc.
22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 11

4. NOISE IMPACTS TO SITE SENSITIVE RECEPTORS
a. Project Traffic Noise Impacts on Existing Noise-Sensitive Land Uses Outside Project Site (No Impact)
WJVA utilized the FHWA Traffic Noise Model3 to quantify expected project‐related increases in traffic noise exposure along roadways in the project vicinity. The FHWA Model is a standard analytical method used by state and local agencies for roadway traffic noise prediction. The model is based upon reference energy emission levels for automobiles, medium trucks (2 axles) and heavy trucks (3 or more axles), with consideration given to vehicle volume, speed, roadway configuration, distance to the receiver, and the acoustical characteristics of the site. The FHWA Model was developed to predict hourly Leq values for free‐flowing traffic conditions, and is generally considered to be accurate within ±1.5 dB. To predict Ldn values, it is necessary to determine the hourly distribution of traffic for a typical day and adjust the traffic volume input data to yield an equivalent hourly traffic volume.

Average Daily Traffic (ADT) volumes for the analyzed receptor locations were provided by the project traffic engineer, VRPA Technologies, Inc. Truck percentages and the day/night distribution of traffic were estimated by WJVA, based upon previous studies conducted in the project vicinity since project‐specific data were not available from government sources. The Noise modeling assumptions used to calculate project traffic noise are provided as Appendix C.

Traffic noise exposure levels for 2024 Without Project, 2024 With Project, 2044 Cumulative Without Project and 2044 Cumulative With Project traffic scenarios were calculated based upon the FHWA Model and the above‐described model inputs and assumptions. Project‐related significant impacts would occur if an increase in traffic noise associated with the project would result in noise levels exceeding the City’s applicable noise level standards at the location(s) of sensitive receptors. For the purpose of this analysis a significant impact was also assumed to occur if traffic noise levels were to increase by 3 dB at sensitive receptor locations where noise levels already exceed the City’s applicable noise level standards (without the project), as 3 dB generally represents the threshold of perception in change for the human ear.

The City’s exterior noise level standard for residential land uses is 60 dB Ldn for single‐family residential land uses and 65 dB Ldn for multi‐family residential land uses. Traffic noise was modeled at seven (7) receptor locations (six receptor locations for 2024 conditions). The seven modeled receptors are located at roadway setback distances representative of the sensitive receptors (residences) along each analyzed roadway segment with adjacent sensitive receptors. The receptor locations are described below and provided graphically on Figure 7.  R‐1: Residential land use located approximately 50 feet from the centerline of Inyo Ave.  R‐2: Residential land use located approximately 120 feet from the centerline of Inyo Ave.  R‐3: Residential land use located approximately 75 feet from the centerline of Prince Rd.  R‐4: Residential land use located approximately 140 feet from the centerline of SR 33.  R‐5: Residential land use located approximately 210 feet from the centerline of SR 33. 22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 12
 R‐6: Residential land use located approximately 100 feet from the centerline of Inyo Ave. 2024 Conditions:

Table VI provides 2024 traffic noise exposure levels at the six analyzed representative receptor locations, and provides what the project contribution would be to 2024 plus project conditions.

TABLE VI
PROJECT CONTRIBUTION TO TRAFFIC NOISE, dB, Ldn
OPENING YEAR 2024 CONDITIONS
MATTOS RANCH PHASE 2, NEWMAN
Modeled
Receptor
2024 Conditions
Without Project Contribution
2024 Conditions
Plus Project
Project
Contribution
Significant
Impact?
R‐1 54 55 +1 No
R‐2 51 52 +1 No
R‐3 52 52 0 No
R‐4 54 57 +3 No
R‐5 51 54 +3 No
R‐6 46 48 +2 No
Source: WJV Acoustics, Inc.

VRPA Technologies, Inc.

Reference to Table VI indicates that the project’s contribution to 2024 traffic conditions noise exposure levels at the modeled representative receptor locations would not result in noise levels to exceed the City’s noise level standard, nor result in an increase of 3 dB in any sensitive receptor locations where noise levels already exceed the City’s noise level standard without the implementation of the project.
22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 13
2044 Cumulative Conditions:

Table VII provides 2044 Cumulative traffic noise exposure levels at the seven analyzed representative receptor locations, and provides what the project contribution would be to 2044 Cumulative plus project conditions.

TABLE VII
PROJECT CONTRIBUTION TO TRAFFIC NOISE, dB, Ldn
HORIZON YEAR 2044 CUMULATIVE CONDITIONS
MATTOS RANCH PHASE 2, NEWMAN
Modeled
Receptor
2044 Conditions
Without Project Contribution
2044 Conditions
Plus Project
Project
Contribution
Significant
Impact?
R‐1 56 56 0 No
R‐2 53 53 0 No
R‐3 53 53 0 No
R‐4 56 58 +2 No
R‐5 53 55 +2 No
R‐6 48 49 +1 No
Source: WJV Acoustics, Inc.

VRPA Technologies, Inc.

Reference to Table VII indicates that the project’s contribution to Cumulative 2044 traffic conditions noise exposure levels at the modeled representative receptor locations would not result in noise levels to exceed the City’s noise level standard, nor result in an increase of 3 dB in any sensitive receptor locations where noise levels already exceed the City’s noise level standard without the implementation of the project.
b. Noise from Construction (No Impact)
Construction noise would occur at various locations within and near the project site through the buildout period. Existing sensitive receptors could be located as close as 50 feet from construction activities. Table VIII provides typical construction‐related noise levels at distances of 50, 100 feet, 200 feet, and 300 feet.

Construction noise is not considered to be a significant impact if construction is limited to the allowed hours and construction equipment is adequately maintained and muffled. Extraordinary noise‐producing activities (e.g., pile driving) are not anticipated. The City of Newman provides hourly limitations on construction activities and provides best management practices that should be employed to minimize construction noise impacts.
22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 14

TABLE VIII

TYPICAL CONSTRUCTION EQUIPMENT
MAXIMUM NOISE LEVELS, dBA
Type of Equipment 50 Ft. 100 Ft. 200 Ft. 300 Ft.

Concrete Saw 90 84 78 74
Crane 81 75 69 65
Excavator 81 75 69 65
Front End Loader 79 73 67 63
Jackhammer 89 83 77 73
Paver 77 71 65 61
Pneumatic Tools 85 79 73 69
Dozer 81 76 70 66
Rollers 80 74 68 64
Trucks 86 80 72 70
Pumps 80 74 68 64
Scrapers 87 81 75 71
Portable Generators 81 74 68 64
Backhoe 86 80 74 70
Grader 86 80 74 70
Source: FHWA
Noise Control for Buildings and Manufacturing Plants, Bolt, Beranek & Newman, 1987 A noise impact could occur if construction activities do not incorporate appropriate best management practices in regards to construction‐related noise. The following construction‐ related guidelines and best management practices are provided within the City of Newman General Plan.

Guidelines and Best Management Practices:

The following guidelines and best management practices should be applied during periods of project construction.
 Construction activities shall normally be limited to the hours of 7 a.m. to 7 p.m. Monday through Friday, and 8 a.m. to 7 p.m. Saturday.
 Use available noise suppression devices and properly maintain and muffle loud construction equipment.
 Avoid staging of construction equipment and unnecessary idling of equipment within 200 feet of noise‐sensitive land uses.
22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 15
c. Vibration Impacts (No Impact)
The dominant sources of man‐made vibration are sonic booms, blasting, pile driving, pavement breaking, demolition, diesel locomotives, and rail‐car coupling. None of these activities are anticipated to occur with construction or operation of the proposed project. Vibration from construction activities could be detected at the closest sensitive land uses, especially during movements by heavy equipment or loaded trucks and during some paving activities. Typical vibration levels at distances of 25, 100 feet and 300 feet are summarized by Table IX. These levels would not be expected to exceed any significant threshold levels for annoyance or damage, as provided above in Table III and Table IV.

TABLE IX

TYPICAL VIBRATION LEVELS DURING CONSTRUCTION
PPV (in/sec)
Equipment @ 25´ @ 100´ @ 300´
Bulldozer (Large) 0.089 0.019 0.006
Bulldozer (Small) 0.003 0.0006 0.0002
Loaded Truck 0.076 0.017 0.005
Jackhammer 0.035 0.008 0.002
Vibratory Roller 0.210 0.046 0.013
Caisson Drilling 0.089 0.019 0.006
Source: Caltrans
22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 16

5. NOISE IMPACTS TO PROPOSED ON-SITE SENSITIVE RECEPTORS a. Traffic Noise Impacts to Proposed On-Site Receptors (No Impact) The City of Newman General Plan Noise Element establishes an exterior noise level standard of 60 dB Ldn for outdoor activity areas of single‐family residential uses. Outdoor activity areas generally include backyards of single‐family residences. The noise element also requires that interior noise levels attributable to exterior noise sources not exceed 45 dB Ldn.

Proposed Mattos Ranch Phase 2 residential land uses (43 single‐family lots) would not be located in close proximity to any arterial roadways or SR 33. As such, noise exposure levels would not exceed any applicable City of Newman exterior or interior noise levels at any proposed single‐ family residential lots.
b. Proposed Impacts From Operational On-Site Sources (Less Than Significant With Mitigation)
The proposed Project includes approximately 11.8 acres of commercial land uses, to be located along the eastern portion of the overall project site, adjacent to the west side of SR 33. Anticipated tenants were not known at the time this analysis was prepared. It is anticipated that the commercial park would include approximately 25,000 square feet of restaurant space (five buildings plus attached) and approximately 82,000 square feet of commercial space (three buildings). According to the Mattos Ranch Commercial Park Conceptual Site Plan, provided as Figure 8, three of the five restaurants would include drive‐thru operations. The anticipated hours of operation and frequency and timing of deliveries was not known at the time this analysis was prepared.

The noise level standards applicable to these proposed land uses are provided above in Table II.

The applicable noise standards become 5 dB more restrictive during nighttime hours. As described in Table II, the City of Newman General Plan considers nighttime hours to occur between 10:00 p.m. and 7:00 a.m.

Sensitive receptors (single‐family residential land uses) are proposed along the western portion of the Commercial Park (Mattos Ranch Phase 2). Additionally, there is one existing single‐family residence at the northwestern tip of the project site (currently indicated as parking area As described above, there were no known proposed tenants at the time this analysis was prepared.

It is anticipated that there will be a mix of commercia retail and restaurant l uses. A wide variety of noise sources can be associated with such commercial retail land uses. The noise levels produced by such sources can also be highly variable and could potentially impact existing off‐site and proposed on‐site sensitive receptors. Typical examples of stationary noise sources associated with such land uses include:
 HVAC/Mechanical equipment
 Truck deliveries
22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 17
 Parking lot activities (closing of car doors and trunks, stereos, alarms etc.)  Drive‐Thru operations
 Loading Dock Activities
HVAC Mechanical Equipment:

It is assumed that the project would include roof‐mounted HVAC units on the proposed buildings.

The heating, ventilating, and air conditioning (HVAC) requirements for the buildings would likely require the use of multiple packaged roof‐top units. For the purpose of noise and aesthetics, roof‐ mounted HVAC units are typically shielded by means of a roof parapet. WJVA has conducted reference noise level measurements at numerous commercial and retail buildings with roof‐ mounted HVAC units. Noise levels typically range between approximately 45‐50 dB at a distance of 50 feet from the building façade, the approximate distance from the closest proposed residential land uses to any potential roof‐mounted HVAC units. Such noise levels would not be expected to exceed City of Newman noise level standards or exceed existing ambient noise levels.

Truck Movements:

At the time of this analysis, truck delivery times and frequency as well as truck access route (or routes) had not been designated for all potential uses. It is anticipated that truck deliveries and on‐site truck movements could occur at any time during the day and night, at the commercial spaces located adjacent to proposed Mattos Ranch Phase 2 residential land uses. Truck movements could occur as close as fifty (50) feet from these proposed residential land uses.

WJVA has conducted measurements of the noise levels produced by slowly moving trucks for a number of studies. Such truck movements would be expected to produce noise levels in the range of 71 to 77 dBA at a distance of 50 feet. The range in measured truck noise levels is due to differences in the size of trucks, their speed of movement and whether they have refrigeration units in operation during the pass‐by.

Noise levels associated with truck movements along the rear side of commercial spaces adjacent to proposed residential land uses could exceed the City of Newman daytime maximum noise level standard by up to 2 dB and the nighttime maximum noise level standard by up to 12 dB. Mitigation measures must therefore be considered.

Parking Lot Activities:

Noise due to traffic in parking lots is typically limited by low speeds and is not usually considered to be significant. Human activity in parking lots that can produce noise includes voices, stereo systems and the opening and closing of car doors and trunk lids. Such activities can occur at any time. The noise levels associated with these activities cannot be precisely defined due to variables such as the number of parking movements, time of day and other factors. It is typical for a passing car in a parking lot to produce a maximum noise level of 60‐65 dBA at a distance of 50 feet, which is comparable to the level of a raised voice.

For this project, parking would be dispersed throughout the overall project area. The closest proposed parking areas would be located at least 50 feet from the closest proposed residential land uses to the west. At this distance, maximum (Lmax) parking lot vehicle movements would be 22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 18
expected to be approximately 60‐65 dB. Such levels would not exceed any of the City’s applicable noise levels standards at the closest proposed residential land uses.

Drive‐Thru Retail:

The proposed project could include multiple retail areas that would likely include drive‐thru operations (the existing Commercial Park Conceptual Site Plan indicates as many as three drive‐ thru operations). While the exact tenants and type of retail stores were not known at this time, it is assumed that amplified speech would be incorporated into drive‐thru restaurant operations.

In order to assess potential project noise levels associated with drive‐thru operations, WJVA utilized reference noise levels measured at a Wendy’s drive‐thru restaurant located on South Mooney Boulevard in Visalia. Measurements were conducted during the early afternoon of July 11, 2011 between 12:45 p.m. and 1:45 p.m. using the previously‐described noise monitoring equipment.

The microphone used by customers to order food and the loudspeaker used by employees to confirm orders are both integrated into a menu board that is located a few feet from the drive‐ thru lane at the approximate height of a typical car window. Vehicles would enter the drive‐thru lane from the west and then turn to the north along the east side of the restaurant.

Reference noise measurements were obtained at a distance of approximately 40 feet from the menu board containing the microphone/loudspeaker system at an angle of about 45° toward the rear of the vehicle being served. This provided a worst‐case exposure to sound from the loudspeaker system since the vehicle was not located directly between the loudspeaker and measurement location. Cars were lined up in the access lane during the noise measurement period indicating that the drive‐thru lane was operating at or near a peak level of activity.

Each ordering cycle was observed to take approximately 60 seconds including vehicle movements.

A typical ordering cycle included 5‐10 seconds of loudspeaker use with typical maximum noise levels in the range of 60‐62 dBA at the 40 foot‐reference location. Vehicles moving through the drive‐thru lane produced noise levels in the range of 55‐60 dBA at the same distance. Vehicles parked at the ordering position (between the menu board and measurement site) were observed to provide significant acoustic shielding during the ordering sequence. The effects of such shielding are reflected by the noise measurement data. Noise levels were measured to approximately 60 dB Leq at the measurement site, and included noise from all sources, including the loudspeaker, vehicle idling and movements and HVAC equipment.

The closest proposed noise‐sensitive receptors (residential land uses) to the proposed retail drive‐ thru operations would be located approximately 40 feet to the west, the approximate distance the above‐described reference noise level measurements were conducted from the Wendy’s menu board. These noise levels could exceed City of Newman daytime noise level standards by up to 5 dB and nighttime noise level standards by up to 15 dB. Mitigation measures must therefore be considered.
22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 19
Loading Dock Activities:

It is not known if the proposed commercial land uses would include a loading dock at the rear of any of the retail spaces. The Mattos Ranch Commercial Park Conceptual Site Plan (Figure 8) indicates “Loading Zone” at the rear of commercial spaces. Additionally, the frequency and timing of any potential deliveries and loading dock activities was not known at the time this analysis was prepared. For the purpose of this analysis, it was assumed that loading docks could be included a the rear of the commercial spaces.

Noise sources typically associated with loading dock activities include truck engines, the operation of truck‐mounted refrigeration units, fork lifts, the banging of hand carts and roll‐up doors, noise from P.A. systems, and the voices of truck drivers and store employees. Truck engines and/or refrigeration units are typically turned off while trucks are in loading dock areas to reduce noise and save energy.

Based upon noise level measurements conducted by WJVA for other studies, loading dock noise levels would be expected to be in the range of approximately 65 to 83 dBA at a distance of 50 feet (closest proposed residential land uses to the west). Such levels could exceed the applicable City of Newman maximum daytime noise level standards by up to 8 dB and nighttime maximum noise level standards by up to 18 dB. Mitigation measures must therefore be considered.

Potential Impacts:

Noise levels associated with truck movements, loading dock activities and drive‐thru restaurant operations would be expected to exceed the City of Newman daytime and nighttime noise level standards at proposed residential land uses (Mattos Ranch Phase 2) west of the Commercial Park.

Mitigation measures must therefore be considered.
 Truck movements along the rear of commercial spaces could exceed daytime maximum noise level standard by up to 2 dB and the nighttime maximum noise level standard by up to 12 dB at proposed residential land uses west of the project site.  Drive‐thru restaurant operations could exceed daytime noise level standards by up to 5 dB and nighttime noise level standards by up to 15 dB at proposed residential land uses west of the project site.
 Loading dock activities could exceed daytime noise level standards by up to 8 dB and nighttime maximum noise level standards by up to 18 dB.

Mitigation Measures:

Commercial Park project‐related noise levels would be expected to exceed City of Newman daytime noise levels by up to 2 to 8 dB and nighttime noise level standards by up to 12 to 18 dB.

Mitigation measures must therefore be considered. WJVA analyzed the effectiveness of a sound wall to mitigate project‐related noise levels at adjacent proposed residential land uses. Sound walls of various heights were analyzed for each of the three sources described above, with potential to exceed noise level standards at proposed residential land uses (Mattos Ranch Phase 2). 22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 20
A computer model was used to determine the required height of a sound wall along the proposed residential frontage west of the Commercial Park. The model calculates sound wall insertion loss (noise reduction) based upon the distance from the source to the wall, the distance from wall to the receptor, and the relative heights of the sources and receptors.

The model calculations indicate that a sound wall constructed to a minimum height of nine (9) feet above project grade elevation would reduce noise levels associated with truck movements, drive‐ thru restaurant operations and loading dock activities during the daytime hours of 7:00 a.m. to 10:00 p.m. However, due to the proximity of these noise sources to proposed residential land uses (Mattos Ranch Phase 2) and the associated noise levels, it would not be feasible to construct a sound wall along the project site residential adjacency frontage capable of mitigating noise levels to below applicable nighttime noise level standards. Therefore, it will also be necessary to restrict these activities to daytime hours only.

In order to comply with City of Newman residential noise level standards, the Commercial project must incorporate the following mitigation measures:
 Construct 9‐Foot Sound Wall along the western portion of the project site, with residential adjacency, as indicated on Figure 8.
 All truck deliveries, loading dock activities and drive‐thru restaurant operations must be limited to the hours of 7:00 a.m. to 10:00 p.m.
c. Noise Impacts from Nearby Airports or Airstrips (No Impact) The Project site is not located within two miles of a public airport or private airstrip. The Gustine Municipal Airport is located approximately 4 miles southeast of the project site.

22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 21

6. IMPACT SUMMARY
Residential Component:

The proposed Mattos Ranch Phase 2 residential project (43 proposed single‐family lots) will comply with all City of Newman exterior and interior noise level standards provided that air conditioning or mechanical ventilation is included in residential construction design, allowing doors and windows to remain closed for noise insulation purposes.

Commercial Component:

Noise levels associated with the proposed Mattos Ranch Commercial Park would be expected to exceed City of Newman daytime and nighttime noise levels at proposed residential land uses to the west. These potential exceedances are summarized below:
 Truck movements along the rear of commercial spaces could exceed daytime maximum noise level standard by up to 2 dB and the nighttime maximum noise level standard by up to 12 dB at proposed residential land uses west of the project site.  Drive‐thru restaurant operations could exceed daytime noise level standards by up to 5 dB and nighttime noise level standards by up to 15 dB at proposed residential land uses west of the project site.
 Loading dock activities (if proposed) could exceed daytime noise level standards by up to 8 dB and nighttime maximum noise level standards by up to 18 dB.

The incorporation of appropriate mitigation measures would reduce project‐related noise levels to below City of Newman daytime noise level standards at proposed residential land uses west of the project site. It is not feasible to mitigate such noise levels to below City of Newman nighttime noise level standards at proposed residential land uses west of the project site. Potential Mitigation Measures are summarized below:
 Construct 9‐Foot Sound Wall along the western portion of the project site, with residential adjacency, as indicated on Figure 8.
 All truck deliveries, loading dock activities and drive‐thru restaurant operations must be limited to the hours of 7:00 a.m. to 10:00 p.m.
22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 22
Construction Guidelines and Best Management Practices:

7. SOURCES CONSULTED

1. City of Newman, Newman 2030 General Plan, April 10, 2007

2. California Department of Transportation, Transportation and Construction Vibration Guidance Manual, April 2020

3. Federal Highway Administration, Traffic Noise Model, Version 2.5, April 14, 2004.

22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 24
FIGURE 1: PROJECT SITE PLAN
22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 25
FIGURE 2: PROJECT VICINITY AND AMBIENT NOISE MONITORING SITES 22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 26
FIGURE 3: HOURLY NOISE LEVELS AT SITE LT-1
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22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 27
FIGURE 4: NOISE MEASUREMENT SITE LT-1
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FIGURE 5: HOURLY NOISE LEVELS AT SITE LT-2
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FIGURE 6: NOISE MEASUREMENT SITE LT-2
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FIGURE 7: MODELED TRAFFIC NOISE RECEPTOR LOCATIONS
22‐12 (Mattos Ranch 2, Newman) 11‐29‐22 31
FIGURE 8: COMMERCIAL PARK CONCEPTUAL SITE PLAN
APPENDIX A‐1
ACOUSTICAL TERMINOLOGY
AMBIENT NOISE LEVEL: The composite of noise from all sources near and far. In this context, the ambient noise level constitutes the normal or existing level of environmental noise at a given location.

CNEL: Community Noise Equivalent Level. The average equivalent sound level during a 24‐hour day, obtained after addition of approximately five decibels to sound levels in the evening from 7:00 p.m. to 10:00 p.m. and ten decibels to sound levels in the night before 7:00 a.m. and after 10:00 p.m.

DECIBEL, dB: A unit for describing the amplitude of sound, equal to 20 times the logarithm to the base 10 of the ratio of the pressure of the sound measured to the reference pressure, which is 20 micropascals (20 micronewtons per square meter).

DNL/Ldn: Day/Night Average Sound Level. The average equivalent sound level during a 24‐hour day, obtained after addition of ten decibels to sound levels in the night after 10:00 p.m. and before 7:00 a.m.

Leq: Equivalent Sound Level. The sound level containing the same total energy as a time varying signal over a given sample period.

Leq is typically computed over 1, 8 and 24‐hour sample periods.

NOTE: The CNEL and DNL represent daily levels of noise exposure averaged on an annual basis, while Leq represents the average noise exposure for a shorter time period, typically one hour.

Lmax: The maximum noise level recorded during a noise event.

Ln: The sound level exceeded "n" percent of the time during a sample interval (L90, L50, L10, etc.). For example, L10 equals the level exceeded 10 percent of the time.

A‐2
ACOUSTICAL TERMINOLOGY
NOISE EXPOSURE
CONTOURS: Lines drawn about a noise source indicating constant levels of noise exposure. CNEL and DNL contours are frequently utilized to describe community exposure to noise.

NOISE LEVEL
REDUCTION (NLR): The noise reduction between indoor and outdoor environments or between two rooms that is the numerical difference, in decibels, of the average sound pressure levels in those areas or rooms. A measurement of “noise level reduction” combines the effect of the transmission loss performance of the structure plus the effect of acoustic absorption present in the receiving room.

SEL or SENEL: Sound Exposure Level or Single Event Noise Exposure Level. The level of noise accumulated during a single noise event, such as an aircraft overflight, with reference to a duration of one second.

More specifically, it is the time‐integrated A‐weighted squared sound pressure for a stated time interval or event, based on a reference pressure of 20 micropascals and a reference duration of one second.

SOUND LEVEL: The sound pressure level in decibels as measured on a sound level meter using the A‐weighting filter network. The A‐weighting filter de‐emphasizes the very low and very high frequency components of the sound in a manner similar to the response of the human ear and gives good correlation with subjective reactions to noise.

SOUND TRANSMISSION
CLASS (STC): The single‐number rating of sound transmission loss for a construction element (window, door, etc.) over a frequency range where speech intelligibility largely occurs.

APPENDIX C

TRAFFIC NOISE MODELING CALCULATIONS
WJV Acoustics, Inc
FHWA-RD-77-108Calculation Sheets
October 22, 2022
Project #: 22-12 Contour Levels (dB) 60 65 70 75Description: 2024 NPLdn/Cnel: LdnSite Type: SoftSegment Roadway Name Segment Description ADT %Day %Evening %Night %Med %Heavy Speed Distance Offset 1 SR 33 n/o Inyo Ave R-4 11190 90 10 2 1 25 140
2 SR 33 s/o Inyo Ave R-5 9930 90 10 2 1 25 2103 Inyo Ave w/o SR 33 3720 90 10 2 1 25 1004 Inyo Ave e/o SR 33 R-6 1020 90 10 2 1 25 100 5 Inyo Ave w/o Prince Road R-1 2360 90 10 2 1 25 506 Inyo Ave e/o Prince Road R-2 4170 90 10 2 1 25 120 7 Prince Road s/o Inyo Ave R-3 2370 90 10 2 1 25 75
WJV Acoustics, Inc
FHWA-RD-77-108Calculation Sheets
October 22, 2022
Project #: 22-12 Contour Levels (dB) 60 65 70 75Description: 2024 +ProjectLdn/Cnel: LdnSite Type: SoftSegment Roadway Name Segment Description ADT %Day %Evening %Night %Med %Heavy Speed Distance Offset 1 SR 33 n/o Inyo Ave R-4 19320 90 10 2 1 25 140
2 SR 33 s/o Inyo Ave R-5 19230 90 10 2 1 25 210
3 Inyo Ave w/o SR 33 4310 90 10 2 1 25 1004 Inyo Ave e/o SR 33 R-6 1600 90 10 2 1 25 100 5 Inyo Ave w/o Prince Road R-1 2940 90 10 2 1 25 506 Inyo Ave e/o Prince Road R-2 4750 90 10 2 1 25 120 7 Prince Road s/o Inyo Ave R-3 2370 90 10 2 1 25 75
WJV Acoustics, Inc
FHWA-RD-77-108Calculation Sheets
October 22, 2022
Project #: 22-12 Contour Levels (dB) 60 65 70 75Description: 2044 No ProjectLdn/Cnel: LdnSite Type: SoftSegment Roadway Name Segment Description ADT %Day %Evening %Night %Med %Heavy Speed Distance Offset 1 SR 33 n/o Inyo Ave R-4 15900 90 10 2 1 25 140
2 SR 33 s/o Inyo Ave R-5 14070 90 10 2 1 25 210
3 Inyo Ave w/o SR 33 5390 90 10 2 1 25 1004 Inyo Ave e/o SR 33 R-6 1460 90 10 2 1 25 100 5 Inyo Ave w/o Prince Road R-1 3470 90 10 2 1 25 506 Inyo Ave e/o Prince Road R-2 6060 90 10 2 1 25 120 7 Prince Road s/o Inyo Ave R-3 3390 90 10 2 1 25 75
WJV Acoustics, Inc
FHWA-RD-77-108Calculation Sheets
October 22, 2022
Project #: 22-12 Contour Levels (dB) 60 65 70 75Description: 2044 + ProjectLdn/Cnel: LdnSite Type: SoftSegment Roadway Name Segment Description ADT %Day %Evening %Night %Med %Heavy Speed Distance Offset 1 SR 33 n/o Inyo Ave R-4 24040 90 10 2 1 25 140
2 SR 33 s/o Inyo Ave R-5 23360 90 10 2 1 25 210
3 Inyo Ave w/o SR 33 5960 90 10 2 1 25 1004 Inyo Ave e/o SR 33 R-6 2040 90 10 2 1 25 100 5 Inyo Ave w/o Prince Road R-1 4050 90 10 2 1 25 506 Inyo Ave e/o Prince Road R-2 6640 90 10 2 1 25 120 7 Prince Road s/o Inyo Ave R-3 3390 90 10 2 1 25 758 Prince Road n/o CR 2570 90 10 2 1 25 100 9 Prince Road s/o CR 1680 90 10 2 1 25 60

VMT Analysis I

APPENDIX

4630 W. Jennifer, Suite 105, Fresno, CA 93722 • Phone (559) 271-1200 • Fax (559) 271-1269 www.vrpatechnologies.com

TRANSPORTATION TECHNOLOGY AND SUSTAINABLE SOLUTIONS
TRANSPORTATION PLANNING • TRAFFIC ENGINEERING • ENVIRONMENTAL ASSESSMENT • SUSTAINABLE COMMUNITIES PLANNING • PUBLIC OUTREACH

MEMORANDUM
TO: Justin Hendrix, City of Newman
FROM: Erik Ruehr, VRPA Technologies, Inc.

DATE: September 6, 2022
RE: Mattos Ranch 2
Vehicle Miles Traveled (VMT) Analysis
This memorandum provides a vehicle miles traveled (VMT) analysis for the proposed Mattos Ranch 2 mixed-use development in the City of Newman. The analysis was conducted to meet the requirements for transportation analysis under the California Environmental Quality Act (CEQA). The remainder of the memorandum includes sections describing background information, the project description, trip generation, VMT analysis methodology, and VMT analysis.

BACKGROUND INFORMATION
Per the requirements of Senate Bill 743 (SB 743), VMT is the new performance measure used in CEQA transportation analysis. VMT became the required performance measure on July 1, 2020 replacing the previous performance measure which was level of service (LOS). The VMT generated by land development projects is compared to various screening criteria and significance thresholds to determine whether the level of VMT would be considered to be significant.

CEQA allows agencies to adopt formal methodologies and thresholds of significance that will be used for environmental evaluation or to use methodologies and thresholds of significance determined on a caseby-case basis. The City of Newman has not adopted methodologies and thresholds of significance for VMT analysis and the analysis conducted for this project was based statewide guidance as well as regional guidance provided by other agencies located in the San Joaquin Valley.

Additional detail is provided in the sections that follow.

Justin Hendrix
September 6, 2022

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PROJECT DESCRIPTION
The project is located between SR 33 and Prince Road on the south side of the City of Newman. Plans call for implementation of the following development:
 Single Family Residential: 43 d.u.
 General Commercial/Retail: 82,000 s.f.
 Restaurant/Retail: 25,000 s.f.

The project site plan is shown in Exhibit 1.

TRIP GENERATION
Exhibit 2 shows the expected trip generation for the project as determined by the Institute of Transportation Engineers Trip Generation Manual, 11th Edition. A total of 9,123 external daily trips, 373 external AM peak hour trips, and 888 external PM peak hour trips are expected to be generated.

Project trip generation was determined using trip generation rates from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition). The considerations described above led to the recommended trip generation for daily, AM peak hour (7:00-9:00am), and PM peak hour (4:00-6:00pm) shown in Exhibit 2.

For the purposes of the trip generation, the retail/restaurant portions of the project have been categorized together as a retail center.

VMT ANALYSIS METHODOLOGY
The methodology for VMT analysis was developed in consideration of statewide and regional guidance.

The Governor’s Office of Planning and Research (OPR) has provided statewide guidance for VMT analysis in its Technical Advisory for Evaluating Transportation Impacts in CEQA (OPR 2018).

Rather than relying on statewide guidance, many agencies throughout California have prepared guidance that takes into account factors specific to regional and/or local conditions. At the time of this VMT analysis, regional guidance was not available through the Stanislaus Council of Governments (StanCOG) or Stanislaus County. Therefore, regional guidance prepared within the San Joaquin Valley was considered.

VMT guidance provided by three agencies in the San Joaquin Valley, the Fresno Council of Governments (Fresno COG), the City of Fresno, and the City of Visalia was considered to be applicable in the City of Newman. Although the guidance provided by these three agencies is very similar, the guidance provided by Fresno COG is specifically referenced for VMT analysis of the Mattos Ranch 2 project.

Both the statewide VMT analysis guidance prepared by OPR and the VMT guidance provided by Fresno COG mention the use of a screening process to determine whether projects can be screened out of Justin Hendrix
September 6, 2022

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requiring a detailed VMT analysis and be presumed to have a less than significant impact. The OPR guidance includes the following statement:
“Many agencies use ‘screening thresholds’ to quickly identify when a project should be expected to cause a less-than-significant impact without conducting a detailed study. (See e.g., CEQA Guidelines, §§ 15063(c)(3)(C), 15128, and Appendix G.) As explained below, this technical advisory suggests that lead agencies may screen out VMT impacts using project size, maps, transit availability, and provision of affordable housing.”
Fresno COG recommends that a project may be screened out of requiring a detailed VMT analysis due to proximity to transit, project type (retail development of less than 50,000 sq. ft., affordable housing, or government/public service, small project size, or location within a low VMT area). None of these screening criteria are considered to apply to the Mattos Ranch 2 project.

In the case of projects that are not screened out, a VMT analysis is necessary and the methodology for the VMT analysis depends on the type of project. For mixed-use projects, Fresno COG recommends that the VMT analysis be based on the predominant land use or by analyzing each of the components of the project separately while taking into account any trips made internal to the site.

Based on the trip generation shown in Exhibit 2, the retail portion of the site generates 9,647 out of the 10,111 daily trips, or 95.4% of the total trips generated at the site. Therefore, the project will be analyzed as retail.

Retail projects are analyzed based on net change in VMT. Projects that result in a net increase in VMT would indicate a potentially significant impact while projects that result in a net decrease in VMT would have a less than significant impact. Fresno COG recommends running the Fresno COG activity-based model to evaluate retail projects. Since this option is not applicable in Newman, state guidance was consulted to determine a methodology for retail projects.

The statewide OPR guidance includes the following statement:
“Because new retail development typically redistributes shopping trips rather than creating new trips, estimating the total change in VMT (i.e., the difference in total VMT in the area affected with and without the project) is the best way to analyze a retail project’s transportation impacts.

By adding retail opportunities into the urban fabric and thereby improving retail destination proximity, local-serving retail development tends to shorten trips and reduce VMT. Thus, lead agencies generally may presume such development creates a less-than-significant transportation impact. Regional-serving retail development, on the other hand, which can lead to substitution of longer trips for shorter ones, may tend to have a significant impact. Where such development decreases VMT, lead agencies should consider the impact to be less-than-significant.

Many cities and counties define local-serving and regional-serving retail in their zoning codes. Lead agencies may refer to those local definitions when available, but should also consider any project-specific information, such as market studies or economic impacts analyses that might bear on customers’ travel behavior. Because lead agencies will best understand their own communities and the likely travel Justin Hendrix
September 6, 2022

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behaviors of future project users, they are likely in the best position to decide when a project will likely be local-serving. Generally, however, retail development including stores larger than 50,000 square feet might be considered regional-serving, and so lead agencies should undertake an analysis to determine whether the project might increase or decrease VMT.”
Based on the guidance described above, the VMT analysis focused on whether the proposed project was local-serving (in which case it would have a less than significant impact) or regional-serving (in which case additional analysis would need to be conducted to determine whether the project would result in a net increase or decrease in VMT).

VMT ANALYSIS
The following analysis is provided to determine whether the project is local-serving:
 For Newman residents, the proposed retail development is likely to provide some retail opportunities that are already available in Newman and some retail opportunities that are only currently available in larger cities such as Turlock, Atwater, Merced, and Los Banos. In all of these cases new trips to the proposed development would be expected to occur if they would be more convenient (i.e. shorter) than trips that are made to other destinations. Therefore, new trips to the proposed retail development made by Newman residents would be expected to reduce VMT.  For residents of rural areas adjacent to Newman, the proposed retail development is likely to provide some retail opportunities that are already available in Newman and some retail opportunities that are only currently available in larger cities mentioned above. In all of these cases, new trips to the proposed development would be expected to occur if they would be more convenient (i.e. shorter) than trips that are made to other destinations. Therefore, new trips to the proposed retail development made by residents of rural areas adjacent to Newman would be expected to reduce VMT.
 Residents of larger cities near Newman such as Turlock, Atwater, Merced, and Los Banos would be expected to have retail opportunities in their cities of residence that would be more convenient than the proposed retail center. Therefore, no change in trip-making and no change in VMT would be expected based on residents of the cities mentioned above.

The combined effect of the considerations described above is that the proposed retail center could be considered to be a local-serving retail use that would result in a net decrease in VMT.

Since the project is considered to be predominantly retail and because the retail component of the project is considered to be local-serving the project is considered to have a less than significant VMT impact.

Please contact me if you have any questions. I can be reached by email at [email protected] or by phone at 858/361-7151.

Exhibit 1
Mattos Ranch Transportation Impact Study
Project Site Plan

DAILY TRIP ENDS (ADT)

IN OUT TOTAL IN OUT TOTAL
Single Family Residential (210) 43 10.80 464 0.81 26:74 9 26 35 1.05 62:38 28 17 45 Retail Center (821) 107.0 90.16 9,647 3.53 62:38 234 144 378 8.785 48:52 451 489 940 10,111 243 169 413 479 506 985
506 12 8 21 24 25 50
482 12 7 19 23 24 47
9,123 219 154 373 432 457 888
Exhibit 2
Project Trip Generation

LAND USE
(ITE LAND USE CODE)

QUANTITY
(DWELLING
UNITS OR 1,000

SQUARE FEET)

WEEKDAY AM PEAK HOUR WEEKDAY PM PEAK HOUR

RATE VOLUME RATE
IN:OUT
SPLIT
VOLUME
RATE
IN:OUT
SPLIT
VOLUME
Mattos Ranch 2
Internal Vehicle Trips (5%)
Pass By Trips/Retail Center Only (5%)

TOTAL EXTERNAL TRIP GENERATION

SUBTOTAL TRIP GENERATION
Table of Contents
MITIGATION MONITORING AND REPORTING PROGRAM .................................................. 1

1.1 Introduction ............................................................................................................................... 1

1.2 Monitoring Program ................................................................................................................. 1

1.3 Monitoring Program Procedures ............................................................................................. 1

1.4 Monitoring Checklist ................................................................................................................. 2

Mitigation Monitoring and Reporting Program 1 EMC Planning Group Mattos Ranch Subdivision Phase 2 April 2023
Mitigation Monitoring and Reporting Program

1.1 Introduction
CEQA Guidelines section 15097 requires public agencies to adopt reporting or monitoring programs when they approve projects subject to an environmental impact report or a negative declaration that includes mitigation measures to avoid significant adverse environmental effects. The reporting or monitoring program is to be designed to ensure compliance with conditions of project approval during project implementation in order to avoid significant adverse environmental effects.

The law was passed in response to historic non-implementation of mitigation measures presented in environmental documents and subsequently adopted as conditions of project approval. In addition, monitoring ensures that mitigation measures are implemented and thereby provides a mechanism to evaluate the effectiveness of the mitigation measures.

A definitive set of project conditions would include enough detailed information and enforcement procedures to ensure the measure's compliance. This monitoring program is designed to provide a mechanism to ensure that mitigation measures and subsequent conditions of project approval are implemented.

1.2 Monitoring Program
The basis for this monitoring program is the mitigation measures included in the project mitigated negative declaration. These mitigation measures are designed to eliminate or reduce significant adverse environmental effects to less than significant levels. These mitigation measures become conditions of project approval, which the project proponent is required to complete during and after implementation of the proposed project.

The attached checklist is proposed for monitoring the implementation of the mitigation measures.

This monitoring checklist contains all appropriate mitigation measures in the mitigated negative declaration.

1.3 Monitoring Program Procedures
The City of Newman shall use the attached monitoring checklist for the proposed project. The monitoring program should be implemented as follows:

Mitigation Monitoring and Reporting Program 2 EMC Planning Group Mattos Ranch Subdivision Phase 2 April 2023

1. The Newman Community Development Department should be responsible for coordination of the monitoring program, including the monitoring checklist. The Community Development Department should be responsible for completing the monitoring checklist and distributing the checklist to the responsible individuals or agencies for their use in monitoring the mitigation measures.

2. Each responsible individual or agency will then be responsible for determining whether the mitigation measures contained in the monitoring checklist have been complied with. Once all mitigation measures have been complied with, the responsible individual or agency should submit a copy of the monitoring checklist to the Community Development Department to be placed in the project file. If the mitigation measure has not been complied with, the monitoring checklist should not be returned to the Community Development Department.

3. The Newman Community Development Department will review the checklist to ensure that appropriate mitigation measures and additional conditions of project approval included in the monitoring checklist have been complied with at the appropriate time, e.g., prior to issuance of a use permit, etc. Compliance with mitigation measures is required for project approvals.

4. If a responsible individual or agency determines that a non-compliance has occurred, a written notice should be delivered by certified mail to the project proponent within 10 days, with a copy to the Community Development Department, describing the non-compliance and requiring compliance within a specified period of time. If non-compliance still exists at the expiration of the specified period of time, construction may be halted and fines may be imposed at the discretion of the City of Newman.

1.4 Monitoring Checklist
Step 1 - Prior to Recordation of Final Map
AG-1 Prior to recordation of a final map, the project developer shall illustrate on the final map and improvement plans a concrete masonry unit wall along the southern boundary of the project site. The Public Works Department shall review and approve the material and design of the wall. The applicant shall consult with the Central California Irrigation District regarding any required setback from Miller Ditch and provide written verification from the district.

Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Community Development Department Mitigation Monitoring and Reporting Program 3 EMC Planning Group Mattos Ranch Subdivision Phase 2 April 2023
Monitoring Notes:

Step 2 – Prior to Issuance of Demolition Permits
BIO-5 A qualified bat biologist shall perform a bat roost habitat assessment at least 30 days prior to the start of project activities, include building demolition. If bats or evidence of bats (guano, dead bats) are found to be absent and no suitable habitat exists, a letter report shall be submitted to the City of Newman Community Development Department and no further actions are required. If evidence of past roosting is found, suitable habitats shall be modified to render them unsuitable prior to project activities and a preconstruction survey shall occur within 14 days of the start of project activities. If live bats are found to be present, the qualified bat biologist shall determine whether bats are engaged in maternity roosting, or hibernation. If they are engaged in maternity or hibernation, direct and indirect project impacts shall be avoided, and a no disturbance buffer of at least 100-feet shall be established until such time the bat biologist determines they may be humanely evicted. If active day roosting bats require eviction, the bat biologist shall prepare an eviction plan to submit to the lead agency and CDFW, if there is a state nexus. The eviction plan shall be implemented until it can be determined that all bats have vacated, at which point any remaining buffers may be removed and project activities may commence.

Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Community Development Department Monitoring Notes:

BIO-6 To avoid impacts to loggerhead shrike and other nesting birds during the nesting season (January 15 through September 15), all construction activities should be conducted between September 16 and January 14, which is outside of the bird nesting season. If construction or project-related work is scheduled during the nesting season (February 15 Mitigation Monitoring and Reporting Program 4 EMC Planning Group Mattos Ranch Subdivision Phase 2 April 2023
to August 30 for small bird species such as passerines; January 15 to September 15 for owls; and February 15 to September 15 for other raptors), a qualified biologist shall conduct nesting bird surveys.
a. Two surveys for active bird nests will occur within 14 days prior to start of construction, with the final survey conducted within 48 hours prior to construction.

Appropriate minimum survey radii surrounding each work area are typically 250 feet for passerines, 500 feet for smaller raptors, and 1,000 feet for larger raptors. Surveys will be conducted at the appropriate times of day to observe nesting activities.

Locations off the site to which access is not available may be surveyed from within the site or from public areas. If no nesting birds are found, a letter report confirming absence will be prepared and submitted to the City of Newman Community Development Department and no further mitigation is required. b. If the qualified biologist documents active nests within the project site or in nearby surrounding areas, an appropriate buffer between each nest and active construction shall be established. The buffer shall be clearly marked and maintained until the young have fledged and are foraging independently. Prior to construction, the qualified biologist shall conduct baseline monitoring of each nest to characterize “normal” bird behavior and establish a buffer distance, which allows the birds to exhibit normal behavior. The qualified biologist shall monitor the nesting birds daily during construction activities and increase the buffer if birds show signs of unusual or distressed behavior (e.g., defensive flights and vocalizations, standing up from a brooding position, and/or flying away from the nest). If buffer establishment is not possible, the qualified biologist or construction foreman shall have the authority to cease all construction work in the area until the young have fledged and the nest is no longer active. Once the absence of nesting birds has been confirmed, a letter report will be prepared and submitted to the City of Newman Community Development Department.

Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Community Development Department Monitoring Notes:

GEO-1 The following language shall be included in all demolition and grading permits: “If paleontological resources are discovered during demolition and earthmoving activities, work shall stop within 100 feet of the find until a qualified paleontologist can assess if Mitigation Monitoring and Reporting Program 5 EMC Planning Group Mattos Ranch Subdivision Phase 2 April 2023
the find is unique and, if necessary, develop appropriate treatment measures in consultation with the City Community Development Department.” Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Community Development Department Monitoring Notes:

Step 3 – Prior to Issuance of Grading Permits
BIO-1 The U.S. Fish and Wildlife Service Standardized Recommendations for Protection of the San Joaquin Kit Fox Prior to or During Ground Disturbance (USFWS 2011) shall be implemented prior to initiation of and during any construction activity on the project site to avoid unintended take of individual San Joaquin kit foxes.

Preconstruction/pre-activity surveys for San Joaquin kit fox shall be conducted no less than 30 days prior to the beginning of ground disturbance and/or construction activities or any project activity that may impact San Joaquin kit fox. The surveys shall include all work areas and a minimum 200-foot buffer of the project site. The preconstruction surveys shall identify kit fox habitat features on the project site, evaluate use by kit fox and, if possible, assess the potential impacts of the proposed activity. The status of all dens shall be determined and mapped.

If a natal/pupping den is discovered within the project area or within 200 feet of the project boundary, the applicant shall consult with the California Department of Fish and Wildlife and U.S. Fish and Wildlife Service to establish an appropriate avoidance buffer.

The avoidance buffer shall be maintained until such time as the burrow is no longer active and/or an incidental take permit is determined to be required and is obtained.

In addition, the following measures shall be observed:
a. Project-related vehicles shall observe a 20-mph speed limit in all project areas; this is particularly important at night when kit foxes are most active. To the extent possible, night-time construction shall be minimized. Off-road traffic outside of designated project area shall be prohibited.
b. To prevent inadvertent entrapment of kit foxes or other animals during the construction phase of the project, all excavated, steep-walled holes or trenches more Mitigation Monitoring and Reporting Program 6 EMC Planning Group Mattos Ranch Subdivision Phase 2 April 2023
than two feet deep shall be covered at the close of each working day by plywood or similar materials, or provided with one or more escape ramps constructed of earth fill or wooden planks. Before such holes or trenches are filled, they shall be thoroughly inspected for trapped animals. If at any time a trapped or injured kit fox is discovered, the procedures under number 11 of the Construction and Operational Requirements in the Standardized Recommendations must be followed. c. Kit foxes are attracted to den-like structures such as pipes and may enter stored pipe becoming trapped or injured. All construction pipes, culverts, or similar structures with a diameter of four inches or greater that are stored at a construction site for one or more overnight periods shall be thoroughly inspected for kit foxes before the pipe is subsequently buried, capped, or otherwise used or moved in any way. If a kit fox is discovered inside a pipe, that section of pipe shall not be moved until the U.S. Fish and Wildlife Service has been consulted. If necessary, and under the direct supervision of the biologist, the pipe may be moved once to remove it from the path of construction activity, until the fox has escaped.
d. All food-related trash items such as wrappers, cans, bottles, and food scraps shall be disposed of in closed containers and removed at least once a week from a construction or project site.
e. No firearms shall be allowed on the project site during construction activities. f. To prevent harassment, mortality of kit foxes or destruction of dens by dogs or cats, no pets shall be permitted on site during construction activities. g. Use of rodenticides and herbicides on the project site during construction shall be restricted. This is necessary to prevent primary or secondary poisoning of kit foxes and the depletion of prey populations on which they depend. All uses of such compounds shall observe label and other restrictions mandated by the U.S.

Environmental Protection Agency, California Department of Food and Agriculture, and other State and Federal legislation, as well as additional project-related restrictions deemed necessary by the U.S. Fish and Wildlife Service. If rodent control must be conducted, zinc phosphide shall be used because of proven lower risk to kit fox.
h. In the case of trapped animals, escape ramps or structures shall be installed immediately to allow the animal(s) to escape.
i. Any contractor, employee, or agency personnel who inadvertently kills or injures a San Joaquin kit fox shall immediately report the incident to the California Department of Fish and Wildlife and U.S. Fish and Wildlife Service. j. The applicant shall submit weekly reports on construction monitoring activities to the City of Newman Community Development Department. An occupancy permit shall not be issued without receipt of the weekly reports.

Mitigation Monitoring and Reporting Program 7 EMC Planning Group Mattos Ranch Subdivision Phase 2 April 2023
Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Community Development Department Monitoring Notes:

BIO-2 To avoid loss of or harm to burrowing owl, the following measures shall be implemented:

Prior to issuance of a grading permit, and to avoid/minimize impacts to burrowing owls potentially occurring within the project site, the applicant shall retain a biologist qualified in ornithology to conduct surveys for burrowing owl. The qualified biologist shall conduct a two-visit (i.e., morning and evening) presence/absence survey at areas of suitable habitat on and adjacent to the project site boundary no less than 14 days prior to the start of construction or ground disturbance activities. Surveys shall be conducted according to the methods for take avoidance described in the Burrowing Owl Survey Protocol and Mitigation Guidelines (CBOC 1993) and the Staff Report on Burrowing Owl Mitigation (CDFW 2012). If no burrowing owls are found, a letter report confirming absence shall be prepared and submitted to the City of Newman Community Development Department and no further measures are required.

Because burrowing owls occupy habitat year-round, seasonal no-disturbance buffers, as outlined in the Burrowing Owl Survey Protocol and Mitigation Guidelines (CBOC 1993) and the Staff Report on Burrowing Owl Mitigation (CDFW 2012), shall be in place around occupied habitat prior to and during any ground disturbance activities. The following table includes buffer areas based on the time of year and level of disturbance (CDFW 2012), unless a qualified biologist approved by the California Department of Fish and Wildlife verifies through non-invasive measures that either: 1) birds have not begun egg laying and incubation; or 2) that juveniles from the occupied burrows are foraging independently and are capable of independent survival.

Mitigation Monitoring and Reporting Program 8 EMC Planning Group Mattos Ranch Subdivision Phase 2 April 2023
Location Time of Year Level of Disturbance Buffers
(meters)
Low Med High
Nesting Sites April 1 – Aug 15 200 m 500 m 500 m
Nesting Sites Aug 16 – Oct 15 200 m 200 m 500 m
Nesting Sites Oct 16 – Mar 31 50 m 100 m 500 m
If burrowing owl is found and avoidance is not possible, burrow exclusion may be conducted by qualified biologists only during the non-breeding season, before breeding behavior is exhibited and after the burrow is confirmed empty through non-invasive methods, such as surveillance. Occupied burrows shall be replaced with artificial burrows at a ratio of one collapsed burrow to one constructed artificial burrow (1:1). Evicted burrowing owls may attempt to colonize or re-colonize an area that would be impacted, thus ongoing surveillance during project activities shall be conducted at a rate sufficient to detect burrowing owls if they return.

If surveys locate occupied burrows in or near construction areas, consultation with the California Department of Fish and Wildlife shall occur to interpret survey results and develop a project-specific avoidance and minimization approach. Once the absence of burrowing owl has been confirmed, a letter report shall be prepared and submitted to the City of Newman Community Development Department.

Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Community Development Department Monitoring Notes:

BIO-3 The following measures shall be implemented to avoid loss of or harm to Swainson’s hawk and other raptors:
a. Tree and vegetation removal shall be completed during the nonbreeding season for raptors (September 16–January 31).

Mitigation Monitoring and Reporting Program 9 EMC Planning Group Mattos Ranch Subdivision Phase 2 April 2023
b. To avoid, minimize, and mitigate potential impacts on Swainson’s hawk and other raptors nesting on or adjacent to the project site, retain a qualified biologist to conduct preconstruction surveys and identify active nests on and within 0.5 mile of the project site for construction activities conducted during the breeding season (March 1–August 31). The surveys shall be conducted before the approval of grading and/or improvement plans (as applicable) and no less than 14 days and no more than 30 days before the beginning of construction. Guidelines, provided in Recommended Timing and Methodology for Swainson’s Hawk Nesting Surveys in the Central Valley (Swainson’s Hawk Technical Advisory Committee 2000) or updated, current guidance, shall be followed for surveys for Swainson’s hawk. If no nests are found, a report documenting the results of the survey shall be submitted to the City of Newman Community Development Department and no further mitigation will be required.
c. Impacts on nesting Swainson’s hawks and other raptors shall be avoided by establishing appropriate buffers around active nest sites identified during preconstruction raptor surveys. No project activity shall commence within the buffer areas until a qualified biologist has determined, in coordination with California Department of Fish and Wildlife, the young have fledged, the nest is no longer active, or reducing the buffer would not result in nest abandonment. California Department of Fish and Wildlife guidelines recommend implementation of 0.25- or

0.5-mile-wide buffers for Swainson’s hawk nests, but the size of the buffer may be decreased if a qualified biologist, in consultation with California Department of Fish and Wildlife, determine that such an adjustment would not be likely to adversely affect the nest.

The appropriate no-disturbance buffer for other raptor nests (i.e., species other than Swainson’s hawk) shall be determined by a qualified biologist based on site-specific conditions, the species of nesting bird, nature of the project activity, visibility of the disturbance from the nest site, and other relevant circumstances.

Monitoring of all active raptor nests by a qualified biologist during construction activities will be required if the activity has potential to adversely affect the nest. If construction activities cause the nesting bird to vocalize, make defensive flights at intruders, get up from a brooding position, or fly off the nest, then the nodisturbance buffer shall be increased until the agitated behavior ceases. The exclusionary buffer will remain in place until the chicks have fledged or as otherwise determined appropriate by a qualified biologist.

Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Community Development Department Mitigation Monitoring and Reporting Program 10 EMC Planning Group Mattos Ranch Subdivision Phase 2 April 2023
Monitoring Notes:

BIO-4 If there is an active nest within ten miles of the project site, the following measures shall be implemented to mitigate for the loss of Swainson’s hawk foraging habitat:
a. Prior to ground-disturbing activities, suitable Swainson’s hawk foraging habitat shall be preserved to ensure replacement of foraging habitat lost as a result of the project, as determined by a qualified biologist, in consultation with California Department of Fish and Wildlife.
b. The habitat value shall be based on Swainson’s hawk nesting distribution and an assessment of habitat quality, availability, and use within Stanislaus and Merced counties. The mitigation ratio shall be consistent with the guidelines included in the Staff Report Regarding Mitigation for Impacts to Swainson’s Hawks (Buteo swainsoni) in the Central Valley of California (CDFG 1994). These guidelines specify that the mitigation ratio shall be 1:1 if there is an active nest within one mile of the project site, 0.75:1 if there is an active nest within five miles but greater than one mile away, and 0.5:1 if there is an active nest within 10 miles but greater than five miles away. If there is an active nest within one mile of the project site, the mitigation ratio can be reduced to 0.5:1 if all of the mitigation land can be actively managed for prey production. Such mitigation shall be accomplished through either the transfer of fee title or perpetual conservation easement. The mitigation land shall be located within the known foraging area within Stanislaus and Merced counties. c. There are two active (within the past five years) Swainson’s hawk nests within five miles of the project site (CNDDB Occurrences Nos. 2449 and 2451). To mitigate for the loss of foraging habitat for these nests, replacement foraging habitat shall be preserved at a mitigation ratio of 0.75:1 in consultation with California Department of Fish and Wildlife. Such mitigation shall be accomplished through either the transfer of fee title or perpetual conservation easement. The mitigation land shall be located within the known foraging area within Stanislaus and Merced counties.

If required, pre-construction Swainson’s hawk surveys may be required to identify additional nests within ten miles of the project site. If additional nests are observed, foraging habitat shall be preserved following the mitigation ratios outlined above.

Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Community Development Department Mitigation Monitoring and Reporting Program 11 EMC Planning Group Mattos Ranch Subdivision Phase 2 April 2023
Monitoring Notes:

BIO-6 [If grading activities occur more than two weeks after demolition is complete, this mitigation will need to be implemented again.] To avoid impacts to loggerhead shrike and other nesting birds during the nesting season (January 15 through September 15), all construction activities should be conducted between September 16 and January 14, which is outside of the bird nesting season. If construction or project-related work is scheduled during the nesting season (February 15 to August 30 for small bird species such as passerines; January 15 to September 15 for owls; and February 15 to September 15 for other raptors), a qualified biologist shall conduct nesting bird surveys. a. Two surveys for active bird nests will occur within 14 days prior to start of construction, with the final survey conducted within 48 hours prior to construction.

Mitigation Monitoring and Reporting Program 12 EMC Planning Group Mattos Ranch Subdivision Phase 2 April 2023
Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Community Development Department Monitoring Notes:

BIO-7 Prior to initiation of ground disturbance or construction activities, the applicant shall protect waterways adjacent to the project site through the use of best management practices for erosion control and vehicle/equipment fueling. This will include the installation of silt fencing between the project site and adjacent waterways. The silt fencing will prevent soil from washing off the project site into waterways and exclude construction activities from the drainage channels.

Potential fuel spills and leaks from construction vehicle/equipment fueling operations shall be prevented from entering waterways. Designated fueling areas should be on a level grade and must be at least 50 feet from any waterway. The fueling area should be protected by a berm to prevent any runoff from leaving the fueling area.

Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Community Development Department Monitoring Notes:

GEO-1 The following language shall be included in all demolition and grading permits: “If paleontological resources are discovered during demolition and earthmoving activities, work shall stop within 100 feet of the find until a qualified paleontologist can assess if the find is unique and, if necessary, develop appropriate treatment measures in consultation with the City Community Development Department.” Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Community Development Department Mitigation Monitoring and Reporting Program 13 EMC Planning Group Mattos Ranch Subdivision Phase 2 April 2023
Monitoring Notes:

HAZ-1 The proposed project is required to prepare a Phase I Environmental Site Assessment on the project site and submit for review and approval to the City of Newman’s Community Development Department. The assessment shall include, but is not limited to:
 Results of the soil samples;
 Discussion of any environmental concerns onsite;
 Recommended mitigation measures, as necessary; and
 Confirmation of the need for a Phase 2 Environmental Site Assessment.

Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Community Development Department Monitoring Notes:

Step 4 - Prior to Issuance of Building Permits
GHG-1 The applicant shall prepare a Greenhouse Gas (GHG) Reduction Plan which identifies one or more GHG reduction actions that will be taken to reduce GHG emissions 357.70 MT CO2e per year as a basis for fully mitigating GHG emissions from using natural gas in the non-residential components of the project. The GHG Reduction Plan shall prioritize on-site GHG reduction design features. Additional measures may be added by the applicant.

In lieu of or in addition to one or more of the on-site measures above, the applicant may make direct investments in off-site GHG reduction activities/programs in the vicinity.

Examples of direct investments include building retrofit programs that pay for cool Mitigation Monitoring and Reporting Program 14 EMC Planning Group Mattos Ranch Subdivision Phase 2 April 2023
roofs, solar panels, solar water heaters, smart meters, energy efficient lighting energy efficient windows, and insulation. Other examples include financing programs for installing electric vehicle charging stations, electrifying school buses, or planting local urban forests.

The applicant may choose to retain a qualified air quality / GHG professional to quantify the GHG reductions that would result from implementing the Reduction Plan based on substantial evidence to be included in the Reduction Plan.

If the applicant elects to quantify the GHG emissions reductions from on-site measures and/or investments in off-site reduction programs and the reductions are insufficient to reduce project emissions by a minimum of 357.70 MT CO2e per year, the applicant may secure the reduction balance by purchasing and retiring carbon offset credits. The carbon offset credits shall meet the following performance standards:
 Carbon offset credits shall be issued by a recognized, reputable and accredited registry that mandates the use of established protocols for quantifying and issuing the offset credits. Credits issued based on protocols approved by the California Air Resources Board should be prioritized. Examples of such registries include the Climate Action Reserve, American Carbon Registry, and Vierra.  The carbon offset credits should be generated from projects developed in the United States. Credits from projects developed internationally should not be used unless the applicant demonstrates with substantial evidence that sufficient carbon offsets from projects in the United States are unavailable. International offsets must be quantified and issued using established protocols that are recognized in the United States and that are issued by recognized, reputable and accredited registries.  All carbon offset credits purchased to reduce GHG emissions, must meet the criteria of being real, quantifiable, permanent, verifiable, enforceable, and additional, consistent with the standards set forth in Health and Safety Code section 38562, subdivisions (d)(1) and (d)(2).

Prior to issuing building permits for any non-residential portion of the project, the applicant shall submit the GHG Reduction Plan for review and approval of the City of Newman City Planner. If carbon offsets are proposed, prior to approval of an occupancy permit for the first non-residential portion of the project, the applicant shall provide an executed contract or other certification to the City Planner that the requisite volume carbon offset credits have been purchased.

Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Community Development Department Mitigation Monitoring and Reporting Program 15 EMC Planning Group Mattos Ranch Subdivision Phase 2 April 2023
Monitoring Notes:

GHG-2 The proposed project shall be designed to include electric vehicle support improvements to consistent with the latest adopted version the CALGreen Tier 2 standards. Inclusion of these design elements in the final project plans shall be verified by the City Building Official prior to issuance of a building permit.

Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Community Development Department Monitoring Notes:

N-2 Truck movement and deliveries, loading activities, and drive-thru operations shall be prohibited between 10PM and 7AM. The project developer shall also construct a sound wall to a minimum height of nine feet above project grade elevation at the western border separating the proposed residential lots from the proposed commercial uses.

Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Community Development Department Monitoring Notes:

Mitigation Monitoring and Reporting Program 16 EMC Planning Group Mattos Ranch Subdivision Phase 2 April 2023
Step 5 – During Construction
AQ-1 To reduce exposures to DPM emissions that increase cancer risks, the applicant shall prepare, and the contractor shall implement, an emissions reduction plan during construction that demonstrates a minimum 10 percent reduction in PM10 (assumed to be DPM) emissions. The emissions reduction plan shall be subject to the review and approval of the Director of the Community Development Department or his/her delegate. The plan shall include the following measures:
a. All off-road diesel construction equipment greater than 25 horsepower and operating at the site during demolition and earthwork phases for more than 20 hours over the job period shall at a minimum meet U.S. EPA Tier 2 or 3 engine standards with Level 3 particulate filtration or U.S. EPA Tier 4 engine standards. b. The plan shall demonstrate quantifiable PM10 emissions reductions of at least 10 percent during construction.

Party Responsible for Implementation: Applicant or Project Developer Party Responsible for Monitoring: Community Development Department Monitoring Notes:

BIO-1 The U.S. Fish and Wildlife Service Standardized Recommendations for Protection of the San Joaquin Kit Fox Prior to or During Ground Disturbance (USFWS 2011) shall be implemented prior to initiation of and during any construction activity on the project site to avoid unintended take of individual San Joaquin kit foxes.

If a natal/pupping den is discovered within the project area or within 200 feet of the project boundary, the applicant shall consult with the California Department of Fish and Mitigation Monitoring and Reporting Program 17 EMC Planning Group Mattos Ranch Subdivision Phase 2 April 2023
Wildlife and U.S. Fish and Wildlife Service to establish an appropriate avoidance buffer.

The avoidance buffer shall be maintained until such time as the burrow is no longer active and/or an incidental take permit is determined to be required and is obtained.

In addition, the following measures shall be observed:
a. Project-related vehicles shall observe a 20-mph speed limit in all project areas; this is particularly important at night when kit foxes are most active. To the extent possible, night-time construction shall be minimized. Off-road traffic outside of designated project area shall be prohibited.
b. To prevent inadvertent entrapment of kit foxes or other animals during the construction phase of the project, all excavated, steep-walled holes or trenches more than two feet deep shall be covered at the close of each working day by plywood or similar materials, or provided with one or more escape ramps constructed of earth fill or wooden planks. Before such holes or trenches are filled, they shall be thoroughly inspected for trapped animals. If at any time a trapped or injured kit fox is discovered, the procedures under number 11 of the Construction and Operational Requirements in the Standardized Recommendations must be followed. c. Kit foxes are attracted to den-like structures such as pipes and may enter stored pipe becoming trapped or injured. All construction pipes, culverts, or similar structures with a diameter of four inches or greater that are stored at a construction site for one or more overnight periods shall be thoroughly inspected for kit foxes before the pipe is subsequently buried, capped, or otherwise used or moved in any way. If a kit fox is discovered inside a pipe, that section of pipe shall not be moved until the U.S. Fish and Wildlife Service has been consulted. If necessary, and under the direct supervision of the biologist, the pipe may be moved once to remove it from the path of construction activity, until the fox has escaped.
d. All food-related trash items such as wrappers, cans, bottles, and food scraps shall be disposed of in closed containers and removed at least once a week from a construction or project site.
e. No firearms shall be allowed on the project site during construction activities. f. To prevent harassment, mortality of kit foxes or destruction of dens by dogs or cats, no pets shall be permitted on site during construction activities. g. Use of rodenticides and herbicides on the project site during construction shall be restricted. This is necessary to prevent primary or secondary poisoning of kit foxes and the depletion of prey populations on which they depend. All uses of such compounds shall observe label and other restrictions mandated by the U.S.

Environmental Protection Agency, California Department of Food and Agriculture, and other State and Federal legislation, as well as additional project-related restrictions deemed necessary by the U.S. Fish and Wildlife Service. If rodent control Mitigation Monitoring and Reporting Program 18 EMC Planning Group Mattos Ranch Subdivision Phase 2 April 2023
must be conducted, zinc phosphide shall be used because of proven lower risk to kit fox.
h. In the case of trapped animals, escape ramps or structures shall be installed immediately to allow the animal(s) to escape.
i. Any contractor, employee, or agency personnel who inadvertently kills or injures a San Joaquin kit fox shall immediately report the incident to the California Department of Fish and Wildlife and U.S. Fish and Wildlife Service. j. The applicant shall submit weekly reports on construction monitoring activities to the City of Newman Community Development Department. An occupancy permit shall not be issued without receipt of the weekly reports.

Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Community Development Department Monitoring Notes:

CR-1 If any prehistoric or historic subsurface archaeological resources, including tribal cultural resources, are discovered during ground-disturbing activities:
a. All work within 50 meter (165 feet) of the resources shall be halted and a qualified archaeologist shall be consulted to assess the significance of the find according to CEQA Guidelines Section 15064.5.
b. If any find is determined to be significant, representatives from the City of Newman Community Development Department and the archaeologist shall meet to determine the appropriate avoidance measures or other appropriate mitigation. c. All significant prehistoric cultural materials and or tribal cultural resources recovered shall be, returned to Native American tribes traditionally and culturally affiliated with the area.
d. In considering any suggested mitigation proposed by the consulting archaeologist to mitigate impacts to historical resources or unique archaeological resources, the City shall determine whether avoidance is necessary and feasible in light of factors such as the nature of the find, proposed project design, costs, and other considerations.

Mitigation Monitoring and Reporting Program 19 EMC Planning Group Mattos Ranch Subdivision Phase 2 April 2023
e. If avoidance is infeasible, other appropriate measures (e.g., data recovery) would be implemented.
f. Work may proceed on other parts of the project site while mitigation for historical resources or unique archaeological resources is being carried out.

Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Community Development Department Monitoring Notes:

CR-2 California Health and Safety Code Section 7050.5 and the CEQA Guidelines Section 15064.5(e) contain the mandated procedures of conduct following the discovery of human remains. According to the provisions in CEQA, if human remains are encountered at the site, all work in the immediate vicinity of the discovery shall cease and necessary steps to ensure the integrity of the immediate area shall be taken. The Stanislaus County Coroner shall be notified immediately. The Coroner shall then determine whether the remains are Native American. If the Coroner determines the remains are Native American, the Coroner shall notify the Native American Heritage Commission within 24 hours, who would, in turn, notify the person the Native American Heritage Commission identifies as the Most Likely Descendant of any human remains. Further actions shall be determined, in part, by the desires of the Most Likely Descendant. The Most Likely Descendant has 48 hours to make recommendations regarding the disposition of the remains following notification from the Native American Heritage Commission of the discovery. If the Most Likely Descendant does not make recommendations within 48 hours, the owner shall, with appropriate dignity, reinter the remains in an area of the property secure from further disturbance.

Alternatively, if the owner does not accept the Most Likely Descendant’s recommendations, the owner or the descendent may request mediation by the Native American Heritage Commission.

Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Community Development Department Mitigation Monitoring and Reporting Program 20 EMC Planning Group Mattos Ranch Subdivision Phase 2 April 2023
Monitoring Notes:

N-1 The following shall be implemented by the project developer during construction of the project, pursuant to General Plan Policy HS-6.9:
a. Construction activities shall normally be limited to the hours of 7AM to 7PM Monday through Friday, and 8AM to 7PM on Saturday. Construction Use available noise suppression devices and properly maintain and muffle loud construction equipment.
b. Avoid stating of construction equipment and unnecessary idling of equipment within 200 feet of noise-sensitive land uses.

Party Responsible for Implementation: Project Developer Party Responsible for Monitoring: Community Development Department Monitoring Notes:

Honorable Mayor and Members
of the Newman City Council
Agenda Item: 10.a.

City Council Meeting
of September 24, 2022

REPORT ON NEWMAN CHAMBER OF COMMERCE TREE LIGHTING EVENT AT THE

DOWNTOWN PLAZA
RECOMMENDATION:

Staff recommends the City Council approve the Newman Chamber of Commerce tree lighting event scheduled at the Downtown Plaza on December 7, 2024 from 2:00 P.M. to 6:00 P.M.

BACKGROUND:

The Newman Chamber of Commerce has requested exclusive use of the Downtown Plaza, and the 1300 block of Main Street, on December 3rd from 2:00 P.M. to 6:00 P.M. to host the annual tree lighting event. Event organizers have tentatively scheduled fire truck rides from 2:00 P.M. to 5:00 P.M. as well as food and craft booths. There will be a D.J. playing holiday music for the duration of the event and NO alcohol will be served or sold. The event date has no apparent conflicts with other potential community events and the event organizers are seeking council approval for this year's event.

ANALYSIS:

As of the date and time of the preparation of this staff report, the Chamber is the beginning stages of planning this event. Any subsequent changes will be reported out by staff during the presentation of this report.

The Chamber of Commerce has made the following requests:
•!• Exclusive use of the Downtown Plaza and the 1300 block of Main Street. Street Closures at Main/Tulare and Main/Fresno.
•!• Waive parade permit fees.
•!• Waive Standards for Downtown Events in the areas of:
• Clean-up deposit. Downtown standards require a $1,000.00 deposit refundable upon satisfactory cleaning of the affected area. The event organizer assures staff that they will thoroughly clean up. • Insurance reduction to $1,000,000.00. Current standards indicated a figure of $3,000,000.00 naming the City as an additional insured party.
• Traffic/crowd control device costs. City-owned barricades could be utilized. • Restroom and electrical use fees. Current standards indicate a $25.00 fee for each.

All other Standards for Downtown events will apply.

Event organizers and staff have discussed a configuration for the event which has the 1300 block of Main Street closed to vehicular traffic. The east plaza parking lot will be open for public parking and the west parking lot closed to vehicular traffic for vendor booth set-up.

FISCAL IMPACT:

There will be no direct fiscal impact as a result of this event.

CONCLUSION:

This staff report is submitted for City Council consideration and action. Staff recommends the City Council approve the event as presented.

ATTACHMENTS:

1. Standards for downtown events

2. Event Map
Respectfully submitted,
REVIEWED/CONCUR:

Recreation Director/ Community Liaison
City Manager
Attachment 1

STANDARDS FOR DOWNTOWN EVENTS

1. DAYS:

One Day Event: Saturday or Sunday preferred.

Two Day Events: Saturday & Sunday or Sunday & Monday may be allowed on holiday weekends.

2. HOURS:

Events should be scheduled during daylight hours. Events may not begin prior to 7:00 a.m. or end later than 9:00 p.m. unless approved by the Chief of Police.

3. STREET USAGE:

First time event:

Anticipated crowd size:

4. INSURANCE:

One block
500 or less - one block
500 to 1000 - two blocks
1000 or more - three blocks
Three Million dollar policy naming the City as an additional insured. This must be received by the City three weeks prior to the event.

5. SECURITY:

Total cost of security for the event will be the responsibility of the event organizer. One half of the anticipated cost of police services will be deposited with the City Finance Department two weeks prior to the event.

General event: 1 officer per 200 attendees or as deemed necessary by the Chief of Police.

Alcohol/Bands/Dances - 2 officers per 300 attendees or more if required by the Chief of Police.

6. MUSIC:

No amplified sound systems before 10 A.M. or after 8 P.M. unless approved by the Chief of Police.

7. ELECTRICAL:

If electrical power use is requested, an electrical use fee of $25.00 will be collected prior to the event date. A diagram of the outlet locations to be used and a plan, consisting of what type of equipment will be used at each outlet location, will be submitted for approval prior to the event date. No more than 20 amps per circuit will be allowed.

Extension cords shall be a minimum of 14-3 gauge wire and properly sized for intended Revised September 25, 2012
Attachment 1
use. The cords shall be protected from abrasions caused by foot traffic and shall be placed so as not to cause a tripping hazard.

8. EVENT PLAN:

The applicant is to complete a street closure plan for barricading the downtown streets and provide a site plan for the location of any portable stages, alcohol sales, and other semi-permanent structures. This must be submitted to the Chief of Police or his/her designee 60 days prior to the date of the event. Downtown plaza usage will also require a site plan.

9. CLEAN UP:

The event organizer will be responsible for cleaning the streets, sidewalks and other public areas used by the event. A $1,000.00 deposit will be required. The deposit will be refunded if all city property is cleaned to the satisfaction of the Director of Public Works or his/her designee.

10. APPROVAL OF AFFECTED BUSINESSES:

First Time Events: Provide written approval of at least 75 percent of any business affected by the proposed street closure in the blocks involved.

Yearly Events: Provide a flyer making the downtown business community aware of the type of event, date, time and streets to be used.

Notification must be completed at least 45 days prior to the City Council meeting and must be approved by the Chief of Police or his/her designee.

11. BUSINESS LICENSES:

All local and out of town vendors/businesses conducting sales of goods or services shall have a business license with the City of Newman prior to participating in the event.

12. HEALTH PERMITS:

Food vendors shall obtain a Stanislaus County Health Permit prior to the sale of any food items.

13. CANOPIES OR OTHER TEMPORARY STRUCTURES:

All temporary structures including but not limited to stages, platforms and booth structures must be inspected by the City's Building Department on the day of the event.

Any direct cost to the City for this service will be the responsibility of the fundraiser/organizer. Any use of canopies must be inspected and approved by a designee of the City on the day of the event. No canopies or temporary structures are to be tethered or anchored, to any tree, structure, or fixture.

14. BLEACHERS:

Revised September 25, 2012
Attachment 1
All bleachers must be inspected by the City's Building Department the day of the event.

Any direct cost to the City for this service with be the responsibility of the fundraiser/ organizer.

15. ADVERTISING:

The event organizer shall not advertise or promote the event until the event has been approved by the City Council

16. ALCOHOL:

The sale or providing of alcohol shall be done under the following conditions:

A. That it is the fundraiser/organizers responsibility to make sure vendors obtain an on sale one-day permit from the California Alcohol Beverage Control Board (commonly known as ABC). This must be done and received by the City two weeks prior to the event.

B. That alcohol is served in paper or plastic cups (no glass cups or bottles).

C. That no alcohol sold inside any establishment can be consumed in the street closure area or plaza.

D. That the City Council approves the use of the street closure, or plaza, for a beer garden and that they waive the city ordinance prohibiting consumption of alcohol on public streets.

17. TRAFFIC/CROWD CONTROL DEVICES:

The fundraiser/organizer will be responsible for the direct cost of barricades, no parking signs, and any other required devices.

18. STATEMENT OF FUNDS
The fundraiser/organizer will provide documentation and/or a list of who has or will financially benefit from the fundraiser for the current event and any previous events. It will also state how much was raised and the amount or percentage that will or has been donated to what community organization(s).

19. TRASH RECEPTICALS.

The event coordinator shall provide trash receptacles for the event in an amount not less than one per fifty attendees.

20. PLAZA USAGE
The standards for downtown events will apply to the downtown plaza where applicable.

Additional plaza-specific standards include:

A. The East parking lot will remain open for event parking.

B. Any requests to close the West parking lot will be submitted in the event plan.

Revised September 25, 2012
Attachment 1
C. Any request to open the plaza restrooms for use will be submitted in the event plan and will be subject to a use fee of $25 .00 collected prior to the event date.

D. No use of any kind in the planters and other vegetation areas of the plaza.

E. No anchoring to any trees, vegetation, or other stationary plaza structures.

F. Use of the stage shall be requested in the event plan.

21. ADMINISTRATIVE OPTION FOR "PLAZA ONLY" USE
For smaller events that are contained within the plaza, an administrative option can be utilized with the following conditions:

A. The event is being hosted by a non-profit group for public benefit.

B. The event is contained within the pedestrian areas of the plaza.

C. All parking lots remain open and accessible for vehicle parking.

D. The event is no longer than three hours in duration.

The administrative option for plaza use will require approval from the City Manager, Chief of Police, and Fire Chief. This option is designed to streamline the process for smaller events that meet the above criteria. All other event standards will still apply, but waivers may be decided by the administrative group.

Revised September 25, 2012
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PARKING

Newman City CouncilSeptember 24, 2024

Newman City Council
September 24, 2024