*** SOURCE IDs DEFINING SOURCE GROUPS ***
SRCGROUP ID SOURCE IDs ----------- ----------
L0001006 , L0001007 , L0001008 , L0001009 , L0001010 , L0001011 , L0001012 , L0001013 ,
L0001014 , L0001015 , L0001016 , L0001017 , L0001018 , L0001019 , L0001020 , L0001021 ,
L0001022 , L0001023 , L0001024 , L0001025 , L0001026 , L0001027 , L0001028 , L0001029 ,
L0001030 , L0001031 , L0001032 , L0001033 , L0001034 , L0001035 , L0001036 , L0001037 ,
L0001038 , L0001039 , L0001040 , L0001041 , L0001042 , L0001043 , L0001044 , L0001045 ,
L0001046 , L0001047 , L0001048 , L0001049 , L0001050 , L0001051 , L0001052 , L0001053 ,
L0001054 , L0001055 , L0001056 , L0001057 , L0001058 , L0001059 , L0001060 , L0001061 ,
L0001062 , L0001063 , L0001064 , L0001065 , L0001066 , L0001067 , L0001068 , L0001069 ,
L0001070 , L0001071 , L0001072 , L0001073 , L0001074 , L0001075 , L0001076 , L0001077 ,
L0001078 , L0001079 , L0001080 , L0001081 , L0001082 , L0001083 , L0001084 , L0001085 ,
L0001086 , L0001087 , L0001088 , L0001089 , L0001090 , L0001091 , L0001092 , L0001093 , Apx-203
488
L0001094 , L0001095 , L0001096 , L0001097 , L0001098 , L0001099 , L0001100 ,
*** AERMOD - VERSION 21112 *** *** 19480 Belmont Sultana 2nd 14 yrs *** 02/22/22 *** AERMET - VERSION 16216 *** *** DPM Concentrations 2040-2053 *** 20:37:08 PAGE 12
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** SOURCE IDs DEFINED AS URBAN SOURCES ***
URBAN ID URBAN POP SOURCE IDs -------- --------- ----------
2035210. STCK1 , STCK2 , STCK3 , L0000849 , L0000850 , L0000851 , L0000852 , L0000853 ,
L0000854 , L0000855 , L0000856 , L0000857 , L0000858 , L0000859 , L0000860 , L0000861 ,
L0000862 , L0000863 , L0000864 , L0000865 , L0000866 , L0000867 , L0000868 , L0000869 ,
L0000870 , L0000871 , L0000872 , L0000873 , L0000874 , L0000875 , L0000876 , L0000877 ,
L0000878 , L0000879 , L0000880 , L0000881 , L0000882 , L0000883 , L0000884 , L0000885 ,
L0000886 , L0000887 , L0000888 , L0000889 , L0000890 , L0000891 , L0000892 , L0000893 ,
L0000894 , L0000895 , L0000896 , L0000897 , L0000898 , L0000899 , L0000900 , L0000901 ,
L0000902 , L0000903 , L0000904 , L0000905 , L0000906 , L0000907 , L0000908 , L0000909 ,
L0000910 , L0000911 , L0000912 , L0000913 , L0000914 , L0000915 , L0000916 , L0000917 ,
L0000918 , L0000919 , L0000920 , L0000921 , L0000922 , L0000923 , L0000924 , L0000925 ,
L0000926 , L0000927 , L0000928 , L0000929 , L0000930 , L0000931 , L0000932 , L0000933 ,
L0000934 , L0000935 , L0000936 , L0000937 , L0000938 , L0000939 , L0000940 , L0000941 ,
L0000942 , L0000943 , L0000944 , L0000945 , L0000946 , L0000947 , L0000948 , L0000949 ,
L0000950 , L0000951 , L0000952 , L0000953 , L0000954 , L0000955 , L0000956 , L0000957 ,
L0000958 , L0000959 , L0000960 , L0000961 , L0000962 , L0000963 , L0000964 , L0000965 ,
L0000966 , L0000967 , L0000968 , L0000969 , L0000970 , L0000971 , L0000972 , L0000973 ,
L0000974 , L0000975 , L0000976 , L0000977 , L0000978 , L0000979 , L0000980 , L0000981 ,
L0000982 , L0000983 , L0000984 , L0000985 , L0000986 , L0000987 , L0000988 , L0000989 , Apx-204
489
L0000990 , L0000991 , L0000992 , L0000993 , L0000994 , L0000995 , L0000996 , L0000997 ,
L0000998 , L0000999 , L0001000 , L0001001 , L0001002 , L0001003 , L0001004 , L0001005 ,
*** AERMOD - VERSION 21112 *** *** 19480 Belmont Sultana 2nd 14 yrs *** 02/22/22 *** AERMET - VERSION 16216 *** *** DPM Concentrations 2040-2053 *** 20:37:08 PAGE 13
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** SOURCE IDs DEFINED AS URBAN SOURCES ***
URBAN ID URBAN POP SOURCE IDs -------- --------- ----------
L0001006 , L0001007 , L0001008 , L0001009 , L0001010 , L0001011 , L0001012 , L0001013 ,
L0001014 , L0001015 , L0001016 , L0001017 , L0001018 , L0001019 , L0001020 , L0001021 ,
L0001022 , L0001023 , L0001024 , L0001025 , L0001026 , L0001027 , L0001028 , L0001029 ,
L0001030 , L0001031 , L0001032 , L0001033 , L0001034 , L0001035 , L0001036 , L0001037 ,
L0001038 , L0001039 , L0001040 , L0001041 , L0001042 , L0001043 , L0001044 , L0001045 ,
L0001046 , L0001047 , L0001048 , L0001049 , L0001050 , L0001051 , L0001052 , L0001053 ,
L0001054 , L0001055 , L0001056 , L0001057 , L0001058 , L0001059 , L0001060 , L0001061 ,
L0001062 , L0001063 , L0001064 , L0001065 , L0001066 , L0001067 , L0001068 , L0001069 ,
L0001070 , L0001071 , L0001072 , L0001073 , L0001074 , L0001075 , L0001076 , L0001077 ,
L0001078 , L0001079 , L0001080 , L0001081 , L0001082 , L0001083 , L0001084 , L0001085 ,
L0001086 , L0001087 , L0001088 , L0001089 , L0001090 , L0001091 , L0001092 , L0001093 ,
L0001094 , L0001095 , L0001096 , L0001097 , L0001098 , L0001099 , L0001100 ,
*** AERMOD - VERSION 21112 *** *** 19480 Belmont Sultana 2nd 14 yrs *** 02/22/22 *** AERMET - VERSION 16216 *** *** DPM Concentrations 2040-2053 *** 20:37:08 PAGE 14
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** DIRECTION SPECIFIC BUILDING DIMENSIONS ***
SOURCE ID: STCK1
IFV BH BW BL XADJ YADJ IFV BH BW BL XADJ YADJ Apx-205
490
1 13.4, 119.2, 68.4, -55.5, 59.2, 2 13.4, 121.7, 85.1, -73.8, 55.0, 3 13.4, 120.6, 99.2, -89.8, 49.2, 4 13.4, 115.8, 110.4, -103.1, 41.9, 5 13.4, 107.5, 118.1, -113.2, 33.4, 6 13.4, 95.9, 122.3, -120.0, 23.8, 7 13.4, 81.4, 122.8, -123.0, 13.5, 8 13.4, 64.4, 119.5, -122.4, 2.8, 9 13.4, 50.2, 113.0, -118.0, -10.4, 10 13.4, 68.4, 119.2, -118.7, -21.3, 11 13.4, 85.1, 121.7, -115.9, -31.2, 12 13.4, 99.2, 120.6, -109.5, -40.2, 13 13.4, 110.4, 115.8, -99.8, -47.9, 14 13.4, 118.1, 107.5, -87.1, -54.2, 15 13.4, 122.3, 95.9, -71.7, -58.8, 16 13.4, 122.8, 81.4, -54.2, -61.6, 17 13.4, 119.5, 64.4, -34.9, -62.6, 18 13.4, 113.0, 50.2, -14.7, -61.5, 19 13.4, 119.2, 68.4, -12.9, -59.2, 20 13.4, 121.7, 85.1, -11.3, -55.0, 21 13.4, 120.6, 99.2, -9.5, -49.2, 22 13.4, 115.8, 110.4, -7.3, -41.9, 23 13.4, 107.5, 118.1, -4.9, -33.4, 24 13.4, 95.9, 122.3, -2.4, -23.8, 25 13.4, 81.4, 122.8, 0.2, -13.5, 26 13.4, 64.4, 119.5, 2.8, -2.8, 27 13.4, 50.2, 113.0, 5.0, 10.4, 28 13.4, 68.4, 119.2, -0.4, 21.3, 29 13.4, 85.1, 121.7, -5.8, 31.2, 30 13.4, 99.2, 120.6, -11.1, 40.2, 31 13.4, 110.4, 115.8, -16.0, 47.9, 32 13.4, 118.1, 107.5, -20.4, 54.2, 33 13.4, 122.3, 95.9, -24.2, 58.8, 34 13.4, 122.8, 81.4, -27.2, 61.6, 35 13.4, 119.5, 64.4, -29.4, 62.6, 36 13.4, 113.0, 50.2, -35.6, 61.5,
SOURCE ID: STCK2
IFV BH BW BL XADJ YADJ IFV BH BW BL XADJ YADJ 1 13.4, 119.2, 68.4, -44.4, 60.9, 2 13.4, 121.7, 85.1, -63.1, 58.7, 3 13.4, 120.6, 99.2, -79.9, 54.7, 4 13.4, 115.8, 110.4, -94.3, 49.0, 5 13.4, 107.5, 118.1, -105.8, 41.9, 6 13.4, 95.9, 122.3, -114.1, 33.4, 7 13.4, 81.4, 122.8, -119.0, 24.0, 8 13.4, 64.4, 119.5, -120.2, 13.8, 9 13.4, 50.2, 113.0, -117.8, 0.8, 10 13.4, 68.4, 119.2, -120.5, -10.2, 11 13.4, 85.1, 121.7, -119.5, -20.6, 12 13.4, 99.2, 120.6, -115.0, -30.3, 13 13.4, 110.4, 115.8, -106.9, -39.1, 14 13.4, 118.1, 107.5, -95.6, -46.8, 15 13.4, 122.3, 95.9, -81.4, -53.0, 16 13.4, 122.8, 81.4, -64.7, -57.6, 17 13.4, 119.5, 64.4, -46.0, -60.4, 18 13.4, 113.0, 50.2, -25.9, -61.3, 19 13.4, 119.2, 68.4, -24.0, -60.9, 20 13.4, 121.7, 85.1, -22.0, -58.7, 21 13.4, 120.6, 99.2, -19.3, -54.7, 22 13.4, 115.8, 110.4, -16.1, -49.0, 23 13.4, 107.5, 118.1, -12.3, -41.9, 24 13.4, 95.9, 122.3, -8.2, -33.4, 25 13.4, 81.4, 122.8, -3.8, -24.0, 26 13.4, 64.4, 119.5, 0.7, -13.8, 27 13.4, 50.2, 113.0, 4.8, -0.8, 28 13.4, 68.4, 119.2, 1.3, 10.2, 29 13.4, 85.1, 121.7, -2.2, 20.6, 30 13.4, 99.2, 120.6, -5.6, 30.3, 31 13.4, 110.4, 115.8, -8.9, 39.1, 32 13.4, 118.1, 107.5, -11.9, 46.8, 33 13.4, 122.3, 95.9, -14.5, 53.0, 34 13.4, 122.8, 81.4, -16.7, 57.6, 35 13.4, 119.5, 64.4, -18.4, 60.4, 36 13.4, 113.0, 50.2, -24.3, 61.3,
SOURCE ID: STCK3
IFV BH BW BL XADJ YADJ IFV BH BW BL XADJ YADJ 1 0.0, 0.0, 0.0, 0.0, 0.0, 2 0.0, 0.0, 0.0, 0.0, 0.0, 3 13.4, 120.6, 99.2, -115.9, 66.0, 4 13.4, 115.8, 110.4, -131.7, 53.9, 5 13.4, 107.5, 118.1, -143.5, 40.1, 6 13.4, 95.9, 122.3, -151.0, 25.2, 7 13.4, 81.4, 122.8, -153.8, 9.5, 8 13.4, 64.4, 119.5, -152.0, -6.5, 9 13.4, 50.2, 113.0, -145.5, -24.7, 10 13.4, 68.4, 119.2, -143.4, -40.2, 11 0.0, 0.0, 0.0, 0.0, 0.0, 12 0.0, 0.0, 0.0, 0.0, 0.0, 13 0.0, 0.0, 0.0, 0.0, 0.0, 14 0.0, 0.0, 0.0, 0.0, 0.0, Apx-206
491
15 0.0, 0.0, 0.0, 0.0, 0.0, 16 0.0, 0.0, 0.0, 0.0, 0.0, 17 0.0, 0.0, 0.0, 0.0, 0.0, 18 0.0, 0.0, 0.0, 0.0, 0.0, 19 0.0, 0.0, 0.0, 0.0, 0.0, 20 0.0, 0.0, 0.0, 0.0, 0.0, 21 13.4, 120.6, 99.2, 16.7, -66.0, 22 13.4, 115.8, 110.4, 21.4, -53.9, 23 13.4, 107.5, 118.1, 25.4, -40.1, 24 0.0, 0.0, 0.0, 0.0, 0.0, 25 0.0, 0.0, 0.0, 0.0, 0.0, 26 0.0, 0.0, 0.0, 0.0, 0.0, 27 0.0, 0.0, 0.0, 0.0, 0.0, 28 13.4, 68.4, 119.2, 24.2, 40.2, 29 0.0, 0.0, 0.0, 0.0, 0.0, 30 0.0, 0.0, 0.0, 0.0, 0.0, 31 0.0, 0.0, 0.0, 0.0, 0.0, 32 0.0, 0.0, 0.0, 0.0, 0.0, 33 0.0, 0.0, 0.0, 0.0, 0.0, 34 0.0, 0.0, 0.0, 0.0, 0.0, 35 0.0, 0.0, 0.0, 0.0, 0.0, 36 0.0, 0.0, 0.0, 0.0, 0.0,
*** AERMOD - VERSION 21112 *** *** 19480 Belmont Sultana 2nd 14 yrs *** 02/22/22 *** AERMET - VERSION 16216 *** *** DPM Concentrations 2040-2053 *** 20:37:08 PAGE 15
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** GRIDDED RECEPTOR NETWORK SUMMARY ***
*** NETWORK ID: UCART1 ; NETWORK TYPE: GRIDCART ***
*** X-COORDINATES OF GRID ***
(METERS)
439801.6, 439866.6, 439931.6, 439996.6, 440061.6, 440126.6, 440191.6, 440256.6, 440321.6, 440386.6, 440451.6, 440516.6, 440581.6, 440646.6, 440711.6, 440776.6, 440841.6, 440906.6, 440971.6, 441036.6, 441101.6,
*** Y-COORDINATES OF GRID ***
(METERS)
3767366.7, 3767431.7, 3767496.7, 3767561.7, 3767626.7, 3767691.7, 3767756.7, 3767821.7, 3767886.7, 3767951.7, 3768016.7, 3768081.7, 3768146.7, 3768211.7, 3768276.7, 3768341.7, 3768406.7, 3768471.7, 3768536.7, 3768601.7, 3768666.7,
*** AERMOD - VERSION 21112 *** *** 19480 Belmont Sultana 2nd 14 yrs *** 02/22/22 *** AERMET - VERSION 16216 *** *** DPM Concentrations 2040-2053 *** 20:37:08 PAGE 16
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** NETWORK ID: UCART1 ; NETWORK TYPE: GRIDCART ***
* ELEVATION HEIGHTS IN METERS *
Y-COORD | X-COORD (METERS) (METERS) | 439801.57 439866.57 439931.57 439996.57 440061.57 440126.57 440191.57 440256.57 440321.57 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3768666.66 | 294.50 294.40 294.00 293.70 293.50 293.40 292.90 292.60 292.60 3768601.66 | 293.50 293.70 293.20 293.00 292.60 292.50 292.10 291.60 291.70 Apx-207
492
3768536.66 | 292.50 292.60 292.50 292.20 291.90 291.50 291.10 290.80 290.70 3768471.66 | 291.90 292.00 291.70 291.60 291.00 290.70 290.30 290.10 290.00 3768406.66 | 290.80 290.90 290.80 290.60 290.20 289.80 289.60 289.40 289.20 3768341.66 | 289.60 290.10 289.80 289.50 289.30 288.60 288.60 288.30 288.10 3768276.66 | 288.80 288.90 288.90 288.70 288.30 287.80 287.60 287.40 287.30 3768211.66 | 287.70 288.00 288.00 287.70 287.70 286.70 286.70 286.70 286.50 3768146.66 | 286.70 286.80 287.00 286.80 286.70 285.90 285.60 285.70 285.60 3768081.66 | 285.90 286.10 286.00 285.80 285.70 285.50 284.90 285.00 284.80 3768016.66 | 285.00 284.80 285.00 284.80 284.90 284.70 284.10 283.90 283.90 3767951.66 | 284.30 284.00 283.90 283.80 284.00 284.10 283.50 283.20 283.10 3767886.66 | 283.30 282.90 282.90 282.80 283.00 283.00 282.90 282.00 281.90 3767821.66 | 282.30 281.80 281.70 281.70 282.20 281.80 281.80 281.30 281.00 3767756.66 | 281.00 280.70 280.70 280.90 281.20 280.80 280.40 280.30 280.30 3767691.66 | 279.90 279.70 279.60 279.80 280.40 279.90 278.90 278.90 279.20 3767626.66 | 278.90 278.70 278.50 278.80 279.40 279.20 278.10 278.00 278.00 3767561.66 | 278.10 277.60 277.50 277.80 278.20 278.40 277.50 277.30 277.30 3767496.66 | 277.00 276.70 276.60 276.90 276.80 276.80 276.80 276.60 276.60 3767431.66 | 276.00 275.90 275.70 275.80 275.60 275.50 275.90 275.70 275.80 3767366.66 | 275.10 275.30 274.90 275.00 275.10 275.20 274.90 275.00 275.10
*** AERMOD - VERSION 21112 *** *** 19480 Belmont Sultana 2nd 14 yrs *** 02/22/22 *** AERMET - VERSION 16216 *** *** DPM Concentrations 2040-2053 *** 20:37:08 PAGE 17
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** NETWORK ID: UCART1 ; NETWORK TYPE: GRIDCART ***
* ELEVATION HEIGHTS IN METERS *
Y-COORD | X-COORD (METERS) (METERS) | 440386.57 440451.57 440516.57 440581.57 440646.57 440711.57 440776.57 440841.57 440906.57 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3768666.66 | 292.80 292.80 292.60 292.50 292.10 292.70 293.00 292.60 292.10 3768601.66 | 291.90 291.70 291.70 291.70 291.70 292.20 292.30 291.90 290.80 3768536.66 | 290.80 290.60 290.70 290.80 290.80 290.80 291.00 291.10 290.70 3768471.66 | 290.00 289.80 289.60 289.70 289.80 289.80 290.10 290.10 289.90 3768406.66 | 289.00 288.80 288.70 288.70 288.70 288.80 288.80 289.00 289.00 3768341.66 | 287.90 288.00 287.80 287.50 287.70 287.70 287.60 287.70 287.90 3768276.66 | 287.00 286.90 286.70 286.70 286.70 286.80 286.80 286.90 287.10 3768211.66 | 286.30 286.00 285.80 285.70 285.70 285.60 285.60 285.90 285.90 3768146.66 | 285.40 285.20 284.90 284.50 284.70 284.60 284.60 284.90 285.00 3768081.66 | 284.50 284.30 284.10 283.40 283.60 283.70 283.60 283.80 283.80 3768016.66 | 283.50 283.30 283.10 282.50 282.40 282.50 282.60 282.80 282.70 3767951.66 | 282.80 282.40 282.10 281.80 281.30 281.30 281.60 281.60 281.50 3767886.66 | 281.90 281.50 281.10 280.90 280.20 280.20 280.60 280.60 280.60 3767821.66 | 280.80 280.60 280.60 280.30 279.50 279.50 279.60 279.50 279.50 3767756.66 | 279.90 279.60 279.80 279.60 278.90 278.70 278.60 279.00 279.10 3767691.66 | 279.00 278.60 278.90 278.90 278.20 277.90 277.90 277.90 278.00 3767626.66 | 278.20 277.60 278.10 278.10 277.70 277.10 277.00 277.10 277.70 3767561.66 | 277.30 276.70 277.10 277.20 277.50 276.70 276.10 275.90 275.90 Apx-208
493
3767496.66 | 276.40 275.70 276.10 276.50 276.10 275.90 275.40 275.60 275.50 3767431.66 | 275.50 274.80 275.30 275.80 275.30 275.30 274.70 274.00 274.00 3767366.66 | 274.90 274.10 274.60 275.00 274.90 274.70 273.90 273.40 273.30
*** AERMOD - VERSION 21112 *** *** 19480 Belmont Sultana 2nd 14 yrs *** 02/22/22 *** AERMET - VERSION 16216 *** *** DPM Concentrations 2040-2053 *** 20:37:08 PAGE 18
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** NETWORK ID: UCART1 ; NETWORK TYPE: GRIDCART ***
* ELEVATION HEIGHTS IN METERS *
Y-COORD | X-COORD (METERS) (METERS) | 440971.57 441036.57 441101.57
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3768666.66 | 291.90 292.10 292.80
3768601.66 | 290.60 291.10 291.50
3768536.66 | 290.40 290.20 290.20
3768471.66 | 289.70 289.20 289.10
3768406.66 | 288.60 288.50 288.20
3768341.66 | 287.30 286.90 287.00
3768276.66 | 286.30 285.90 285.90
3768211.66 | 285.40 285.20 285.00
3768146.66 | 284.70 284.20 284.00
3768081.66 | 284.00 283.50 283.50
3768016.66 | 282.80 282.70 282.50
3767951.66 | 281.80 281.90 281.70
3767886.66 | 280.80 281.10 280.70
3767821.66 | 279.60 280.00 279.80
3767756.66 | 279.20 279.10 278.90
3767691.66 | 278.10 278.10 277.80
3767626.66 | 277.50 277.60 277.50
3767561.66 | 275.90 275.90 276.30
3767496.66 | 275.80 275.60 275.50
3767431.66 | 274.70 274.50 274.60
3767366.66 | 273.70 273.50 273.60
*** AERMOD - VERSION 21112 *** *** 19480 Belmont Sultana 2nd 14 yrs *** 02/22/22 *** AERMET - VERSION 16216 *** *** DPM Concentrations 2040-2053 *** 20:37:08 PAGE 19
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** NETWORK ID: UCART1 ; NETWORK TYPE: GRIDCART ***
* HILL HEIGHT SCALES IN METERS *
Y-COORD | X-COORD (METERS) (METERS) | 439801.57 439866.57 439931.57 439996.57 440061.57 440126.57 440191.57 440256.57 440321.57 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Apx-209
494
3768666.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3768601.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3768536.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3768471.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3768406.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3768341.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3768276.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3768211.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3768146.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3768081.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3768016.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3767951.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3767886.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3767821.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3767756.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3767691.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3767626.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3767561.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3767496.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3767431.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3767366.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00
*** AERMOD - VERSION 21112 *** *** 19480 Belmont Sultana 2nd 14 yrs *** 02/22/22 *** AERMET - VERSION 16216 *** *** DPM Concentrations 2040-2053 *** 20:37:08 PAGE 20
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** NETWORK ID: UCART1 ; NETWORK TYPE: GRIDCART ***
* HILL HEIGHT SCALES IN METERS *
Y-COORD | X-COORD (METERS) (METERS) | 440386.57 440451.57 440516.57 440581.57 440646.57 440711.57 440776.57 440841.57 440906.57 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3768666.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3768601.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3768536.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3768471.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3768406.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3768341.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3768276.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3768211.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3768146.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3768081.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3768016.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3767951.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3767886.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3767821.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3767756.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 Apx-210
495
3767691.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3767626.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3767561.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3767496.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3767431.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3767366.66 | 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00 3067.00
*** AERMOD - VERSION 21112 *** *** 19480 Belmont Sultana 2nd 14 yrs *** 02/22/22 *** AERMET - VERSION 16216 *** *** DPM Concentrations 2040-2053 *** 20:37:08 PAGE 21
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** NETWORK ID: UCART1 ; NETWORK TYPE: GRIDCART ***
* HILL HEIGHT SCALES IN METERS *
Y-COORD | X-COORD (METERS) (METERS) | 440971.57 441036.57 441101.57
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3768666.66 | 3067.00 3067.00 3067.00
3768601.66 | 3067.00 3067.00 3067.00
3768536.66 | 3067.00 3067.00 3067.00
3768471.66 | 3067.00 3067.00 3067.00
3768406.66 | 3067.00 3067.00 3067.00
3768341.66 | 3067.00 3067.00 3067.00
3768276.66 | 3067.00 3067.00 3067.00
3768211.66 | 3067.00 3067.00 3067.00
3768146.66 | 3067.00 3067.00 3067.00
3768081.66 | 3067.00 3067.00 3067.00
3768016.66 | 3067.00 3067.00 3067.00
3767951.66 | 3067.00 3067.00 3067.00
3767886.66 | 3067.00 3067.00 3067.00
3767821.66 | 3067.00 3067.00 3067.00
3767756.66 | 3067.00 3067.00 3067.00
3767691.66 | 3067.00 3067.00 3067.00
3767626.66 | 3067.00 3067.00 3067.00
3767561.66 | 3067.00 3067.00 3067.00
3767496.66 | 3067.00 3067.00 3067.00
3767431.66 | 3067.00 3067.00 3067.00
3767366.66 | 3067.00 3067.00 3067.00
*** AERMOD - VERSION 21112 *** *** 19480 Belmont Sultana 2nd 14 yrs *** 02/22/22 *** AERMET - VERSION 16216 *** *** DPM Concentrations 2040-2053 *** 20:37:08 PAGE 22
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** DISCRETE CARTESIAN RECEPTORS ***
(X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG)
(METERS)
Apx-211
496
( 440602.1, 3768013.6, 282.4, 3067.0, 0.0); ( 440606.9, 3768072.1, 283.2, 3067.0, 0.0); ( 440528.0, 3767956.8, 282.1, 3067.0, 0.0); ( 440393.1, 3767943.9, 282.7, 3067.0, 0.0); ( 440355.1, 3768069.8, 284.4, 3067.0, 0.0); ( 440349.3, 3768032.1, 284.0, 3067.0, 0.0); ( 439859.8, 3768065.2, 285.8, 3067.0, 0.0); ( 439954.8, 3768030.0, 285.3, 3067.0, 0.0); ( 439874.8, 3768029.3, 284.9, 3067.0, 0.0); ( 439885.3, 3767904.7, 283.1, 3067.0, 0.0); ( 439876.8, 3767460.2, 276.2, 3067.0, 0.0); ( 439948.7, 3768350.1, 289.9, 3067.0, 0.0);
*** AERMOD - VERSION 21112 *** *** 19480 Belmont Sultana 2nd 14 yrs *** 02/22/22 *** AERMET - VERSION 16216 *** *** DPM Concentrations 2040-2053 *** 20:37:08 PAGE 23
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
* SOURCE-RECEPTOR COMBINATIONS FOR WHICH CALCULATIONS MAY NOT BE PERFORMED * LESS THAN 1.0 METER; WITHIN OPENPIT; OR BEYOND 80KM FOR FASTAREA/FASTALL
SOURCE - - RECEPTOR LOCATION - - DISTANCE
ID XR (METERS) YR (METERS) (METERS) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
L0000932 439931.6 3768081.7 -0.49 L0000933 439931.6 3768081.7 -6.78 L0000934 439931.6 3768081.7 0.81 L0000940 439931.6 3768146.7 -4.02 L0000941 439931.6 3768146.7 -3.85 L0000947 439931.6 3768211.7 0.67 L0000948 439931.6 3768211.7 -6.60 L0000949 439931.6 3768211.7 -0.26 L0000955 439931.6 3768276.7 -2.88 L0000956 439931.6 3768276.7 -4.75 L0000963 439931.6 3768341.7 -5.89 L0000964 439931.6 3768341.7 -1.29 L0000970 439931.6 3768406.7 -1.73 L0000971 439931.6 3768406.7 -5.48 L0000978 439931.6 3768471.7 -4.94 L0000979 439931.6 3768471.7 -2.28 L0000985 439931.6 3768536.7 -0.57 L0000986 439931.6 3768536.7 -5.88 L0000993 439931.6 3768601.7 -3.89 L0000994 439931.6 3768601.7 -3.20 L0001000 439931.6 3768666.7 0.58 L0001001 439931.6 3768666.7 -5.81 L0001002 439931.6 3768666.7 0.27
*** AERMOD - VERSION 21112 *** *** 19480 Belmont Sultana 2nd 14 yrs *** 02/22/22 *** AERMET - VERSION 16216 *** *** DPM Concentrations 2040-2053 *** 20:37:08 PAGE 24
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** METEOROLOGICAL DAYS SELECTED FOR PROCESSING ***
(1=YES; 0=NO)
Apx-212
497
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
NOTE: METEOROLOGICAL DATA ACTUALLY PROCESSED WILL ALSO DEPEND ON WHAT IS INCLUDED IN THE DATA FILE.
*** UPPER BOUND OF FIRST THROUGH FIFTH WIND SPEED CATEGORIES *** (METERS/SEC)
1.54, 3.09, 5.14, 8.23, 10.80,
*** AERMOD - VERSION 21112 *** *** 19480 Belmont Sultana 2nd 14 yrs *** 02/22/22 *** AERMET - VERSION 16216 *** *** DPM Concentrations 2040-2053 *** 20:37:08 PAGE 25
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** UP TO THE FIRST 24 HOURS OF METEOROLOGICAL DATA ***
Surface file: E:\New MET data\KONT_V9_ADJU\KONT_v9.SFC Met Version: 16216 Profile file: E:\New MET data\KONT_V9_ADJU\KONT_v9.PFL Surface format: FREE
Profile format: FREE
Surface station no.: 3102 Upper air station no.: 3190 Name: UNKNOWN Name: UNKNOWN Year: 2012 Year: 2012
First 24 hours of scalar data
YR MO DY JDY HR H0 U* W* DT/DZ ZICNV ZIMCH M-O LEN Z0 BOWEN ALBEDO REF WS WD HT REF TA HT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 12 01 01 1 01 -16.4 0.171 -9.000 -9.000 -999. 170. 32.3 0.09 1.12 1.00 2.03 43. 7.9 285.9 2.0 12 01 01 1 02 -18.8 0.194 -9.000 -9.000 -999. 205. 41.3 0.09 1.12 1.00 2.28 34. 7.9 285.4 2.0 12 01 01 1 03 -17.8 0.182 -9.000 -9.000 -999. 187. 36.5 0.09 1.12 1.00 2.15 24. 7.9 282.0 2.0 12 01 01 1 04 -9.4 0.128 -9.000 -9.000 -999. 110. 19.6 0.09 1.12 1.00 1.55 41. 7.9 283.1 2.0 12 01 01 1 05 -16.9 0.173 -9.000 -9.000 -999. 173. 33.0 0.09 1.12 1.00 2.05 39. 7.9 280.4 2.0 12 01 01 1 06 -8.0 0.117 -9.000 -9.000 -999. 97. 17.8 0.09 1.12 1.00 1.43 21. 7.9 282.0 2.0 12 01 01 1 07 -7.6 0.115 -9.000 -9.000 -999. 93. 17.4 0.09 1.12 1.00 1.40 31. 7.9 282.5 2.0 12 01 01 1 08 -13.6 0.184 -9.000 -9.000 -999. 190. 40.5 0.09 1.12 0.54 2.16 34. 7.9 284.2 2.0 12 01 01 1 09 28.4 0.126 0.300 0.011 33. 108. -6.2 0.09 1.12 0.32 1.03 29. 7.9 289.2 2.0 12 01 01 1 10 79.8 0.133 0.607 0.010 99. 116. -2.6 0.09 1.12 0.25 0.94 173. 7.9 292.5 2.0 12 01 01 1 11 115.8 0.137 0.932 0.006 246. 121. -2.0 0.09 1.12 0.22 0.92 172. 7.9 295.4 2.0 12 01 01 1 12 133.7 0.139 1.197 0.005 453. 125. -1.8 0.09 1.12 0.21 0.92 146. 7.9 297.5 2.0 12 01 01 1 13 133.2 0.160 1.354 0.005 657. 153. -2.7 0.09 1.12 0.21 1.14 117. 7.9 299.9 2.0 12 01 01 1 14 113.5 0.159 1.454 0.005 955. 151. -3.1 0.09 1.12 0.23 1.16 285. 7.9 300.9 2.0 Apx-213
498
12 01 01 1 15 76.2 0.166 1.350 0.005 1138. 163. -5.3 0.09 1.12 0.26 1.33 72. 7.9 302.0 2.0 12 01 01 1 16 23.5 0.175 0.925 0.005 1183. 175. -19.9 0.09 1.12 0.35 1.65 107. 7.9 301.4 2.0 12 01 01 1 17 -6.1 0.107 -9.000 -9.000 -999. 86. 18.0 0.09 1.12 0.63 1.31 107. 7.9 298.1 2.0 12 01 01 1 18 -11.1 0.141 -9.000 -9.000 -999. 127. 22.1 0.09 1.12 1.00 1.69 86. 7.9 293.1 2.0 12 01 01 1 19 -3.2 0.076 -9.000 -9.000 -999. 51. 11.8 0.09 1.12 1.00 0.91 64. 7.9 292.0 2.0 12 01 01 1 20 -2.3 0.066 -9.000 -9.000 -999. 41. 11.2 0.09 1.12 1.00 0.74 73. 7.9 288.8 2.0 12 01 01 1 21 -10.0 0.133 -9.000 -9.000 -999. 116. 20.5 0.09 1.12 1.00 1.60 14. 7.9 288.1 2.0 12 01 01 1 22 -19.4 0.201 -9.000 -9.000 -999. 216. 44.5 0.09 1.12 1.00 2.36 22. 7.9 287.5 2.0 12 01 01 1 23 -23.7 0.246 -9.000 -9.000 -999. 293. 66.5 0.09 1.12 1.00 2.86 40. 7.9 287.0 2.0 12 01 01 1 24 -12.3 0.147 -9.000 -9.000 -999. 139. 23.8 0.09 1.12 1.00 1.76 40. 7.9 283.8 2.0
First hour of profile data
YR MO DY HR HEIGHT F WDIR WSPD AMB_TMP sigmaA sigmaW sigmaV 12 01 01 01 7.9 1 43. 2.03 286.0 99.0 -99.00 -99.00
F indicates top of profile (=1) or below (=0)
*** AERMOD - VERSION 21112 *** *** 19480 Belmont Sultana 2nd 14 yrs *** 02/22/22 *** AERMET - VERSION 16216 *** *** DPM Concentrations 2040-2053 *** 20:37:08 PAGE 26
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): STCK1 , STCK2 , STCK3 , L0000849 , L0000850 , L0000851 , L0000852 , L0000853 , L0000854 , L0000855 , L0000856 , L0000857 , L0000858 , L0000859 , L0000860 , L0000861 , L0000862 , L0000863 , L0000864 , L0000865 , L0000866 , L0000867 , L0000868 , L0000869 , L0000870 , L0000871 , L0000872 , L0000873 , . . . ,
*** NETWORK ID: UCART1 ; NETWORK TYPE: GRIDCART ***
** CONC OF DPM IN MICROGRAMS/M**3 **
Y-COORD | X-COORD (METERS) (METERS) | 439801.57 439866.57 439931.57 439996.57 440061.57 440126.57 440191.57 440256.57 440321.57 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3768666.66 | 0.00001 0.00001 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 3768601.66 | 0.00001 0.00001 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00003 3768536.66 | 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00003 0.00003 0.00003 3768471.66 | 0.00002 0.00002 0.00002 0.00002 0.00003 0.00003 0.00003 0.00004 0.00004 3768406.66 | 0.00002 0.00002 0.00003 0.00003 0.00003 0.00004 0.00004 0.00004 0.00005 3768341.66 | 0.00002 0.00003 0.00003 0.00003 0.00004 0.00004 0.00005 0.00005 0.00006 3768276.66 | 0.00003 0.00003 0.00004 0.00004 0.00005 0.00005 0.00006 0.00007 0.00008 3768211.66 | 0.00003 0.00004 0.00005 0.00005 0.00006 0.00007 0.00008 0.00009 0.00011 3768146.66 | 0.00004 0.00005 0.00006 0.00007 0.00008 0.00010 0.00011 0.00013 0.00015 3768081.66 | 0.00004 0.00006 0.00010 0.00013 0.00015 0.00017 0.00019 0.00022 0.00025 3768016.66 | 0.00005 0.00008 0.00014 0.00014 0.00016 0.00018 0.00020 0.00024 0.00030 3767951.66 | 0.00005 0.00008 0.00012 0.00010 0.00012 0.00013 0.00016 0.00020 0.00026 3767886.66 | 0.00005 0.00008 0.00011 0.00010 0.00011 0.00012 0.00015 0.00019 0.00026 3767821.66 | 0.00005 0.00008 0.00011 0.00010 0.00010 0.00012 0.00015 0.00019 0.00024 Apx-214
499
3767756.66 | 0.00005 0.00008 0.00011 0.00009 0.00010 0.00012 0.00015 0.00018 0.00020 3767691.66 | 0.00005 0.00008 0.00011 0.00010 0.00011 0.00012 0.00014 0.00016 0.00017 3767626.66 | 0.00005 0.00008 0.00011 0.00010 0.00010 0.00012 0.00012 0.00013 0.00013 3767561.66 | 0.00005 0.00008 0.00011 0.00009 0.00010 0.00010 0.00011 0.00011 0.00011 3767496.66 | 0.00005 0.00008 0.00011 0.00009 0.00009 0.00009 0.00009 0.00009 0.00009 3767431.66 | 0.00005 0.00007 0.00010 0.00008 0.00007 0.00008 0.00008 0.00007 0.00007 3767366.66 | 0.00004 0.00007 0.00010 0.00007 0.00006 0.00006 0.00006 0.00006 0.00006
*** AERMOD - VERSION 21112 *** *** 19480 Belmont Sultana 2nd 14 yrs *** 02/22/22 *** AERMET - VERSION 16216 *** *** DPM Concentrations 2040-2053 *** 20:37:08 PAGE 27
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): STCK1 , STCK2 , STCK3 , L0000849 , L0000850 , L0000851 , L0000852 , L0000853 , L0000854 , L0000855 , L0000856 , L0000857 , L0000858 , L0000859 , L0000860 , L0000861 , L0000862 , L0000863 , L0000864 , L0000865 , L0000866 , L0000867 , L0000868 , L0000869 , L0000870 , L0000871 , L0000872 , L0000873 , . . . ,
*** NETWORK ID: UCART1 ; NETWORK TYPE: GRIDCART ***
** CONC OF DPM IN MICROGRAMS/M**3 **
Y-COORD | X-COORD (METERS) (METERS) | 440386.57 440451.57 440516.57 440581.57 440646.57 440711.57 440776.57 440841.57 440906.57 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3768666.66 | 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00003 0.00003 3768601.66 | 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 3768536.66 | 0.00003 0.00004 0.00004 0.00003 0.00003 0.00004 0.00004 0.00004 0.00004 3768471.66 | 0.00004 0.00004 0.00004 0.00004 0.00004 0.00004 0.00005 0.00005 0.00005 3768406.66 | 0.00005 0.00006 0.00006 0.00005 0.00006 0.00006 0.00006 0.00006 0.00007 3768341.66 | 0.00007 0.00007 0.00008 0.00007 0.00007 0.00008 0.00008 0.00009 0.00010 3768276.66 | 0.00009 0.00010 0.00010 0.00010 0.00010 0.00011 0.00012 0.00014 0.00015 3768211.66 | 0.00012 0.00014 0.00015 0.00015 0.00015 0.00017 0.00020 0.00022 0.00022 3768146.66 | 0.00018 0.00022 0.00023 0.00024 0.00026 0.00033 0.00035 0.00032 0.00026 3768081.66 | 0.00032 0.00037 0.00044 0.00049 0.00068 0.00054 0.00039 0.00029 0.00022 3768016.66 | 0.00047 0.00063 0.00102 0.00057 0.00049 0.00034 0.00025 0.00020 0.00017 3767951.66 | 0.00045 0.00056 0.00072 0.00026 0.00020 0.00017 0.00014 0.00013 0.00011 3767886.66 | 0.00036 0.00042 0.00034 0.00021 0.00015 0.00012 0.00010 0.00009 0.00008 3767821.66 | 0.00028 0.00027 0.00023 0.00016 0.00012 0.00010 0.00008 0.00007 0.00006 3767756.66 | 0.00021 0.00019 0.00017 0.00012 0.00010 0.00008 0.00007 0.00006 0.00005 3767691.66 | 0.00016 0.00015 0.00013 0.00010 0.00008 0.00007 0.00006 0.00005 0.00004 3767626.66 | 0.00012 0.00012 0.00010 0.00008 0.00007 0.00006 0.00005 0.00004 0.00004 3767561.66 | 0.00010 0.00009 0.00008 0.00007 0.00006 0.00005 0.00004 0.00004 0.00003 3767496.66 | 0.00008 0.00008 0.00007 0.00006 0.00005 0.00004 0.00004 0.00003 0.00003 3767431.66 | 0.00007 0.00006 0.00006 0.00005 0.00004 0.00004 0.00003 0.00003 0.00003 3767366.66 | 0.00005 0.00005 0.00005 0.00004 0.00004 0.00003 0.00003 0.00003 0.00002
*** AERMOD - VERSION 21112 *** *** 19480 Belmont Sultana 2nd 14 yrs *** 02/22/22 *** AERMET - VERSION 16216 *** *** DPM Concentrations 2040-2053 *** 20:37:08 Apx-215
500
PAGE 28
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): STCK1 , STCK2 , STCK3 , L0000849 , L0000850 , L0000851 , L0000852 , L0000853 , L0000854 , L0000855 , L0000856 , L0000857 , L0000858 , L0000859 , L0000860 , L0000861 , L0000862 , L0000863 , L0000864 , L0000865 , L0000866 , L0000867 , L0000868 , L0000869 , L0000870 , L0000871 , L0000872 , L0000873 , . . . ,
*** NETWORK ID: UCART1 ; NETWORK TYPE: GRIDCART ***
** CONC OF DPM IN MICROGRAMS/M**3 **
Y-COORD | X-COORD (METERS) (METERS) | 440971.57 441036.57 441101.57
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3768666.66 | 0.00003 0.00003 0.00003
3768601.66 | 0.00003 0.00003 0.00004
3768536.66 | 0.00004 0.00004 0.00005
3768471.66 | 0.00006 0.00006 0.00006
3768406.66 | 0.00008 0.00008 0.00008
3768341.66 | 0.00011 0.00011 0.00011
3768276.66 | 0.00016 0.00015 0.00014
3768211.66 | 0.00020 0.00018 0.00015
3768146.66 | 0.00021 0.00017 0.00014
3768081.66 | 0.00018 0.00015 0.00012
3768016.66 | 0.00014 0.00011 0.00010
3767951.66 | 0.00010 0.00008 0.00007
3767886.66 | 0.00007 0.00006 0.00006
3767821.66 | 0.00005 0.00005 0.00004
3767756.66 | 0.00004 0.00004 0.00004
3767691.66 | 0.00004 0.00003 0.00003
3767626.66 | 0.00003 0.00003 0.00003
3767561.66 | 0.00003 0.00003 0.00002
3767496.66 | 0.00003 0.00002 0.00002
3767431.66 | 0.00002 0.00002 0.00002
3767366.66 | 0.00002 0.00002 0.00002
*** AERMOD - VERSION 21112 *** *** 19480 Belmont Sultana 2nd 14 yrs *** 02/22/22 *** AERMET - VERSION 16216 *** *** DPM Concentrations 2040-2053 *** 20:37:08 PAGE 29
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE PERIOD ( 43848 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL *** INCLUDING SOURCE(S): STCK1 , STCK2 , STCK3 , L0000849 , L0000850 , L0000851 , L0000852 , L0000853 , L0000854 , L0000855 , L0000856 , L0000857 , L0000858 , L0000859 , L0000860 , L0000861 , L0000862 , L0000863 , L0000864 , L0000865 , L0000866 , L0000867 , L0000868 , L0000869 , L0000870 , L0000871 , L0000872 , L0000873 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
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501
** CONC OF DPM IN MICROGRAMS/M**3 **
X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 440602.09 3768013.62 0.00052 440606.88 3768072.08 0.00075 440528.03 3767956.84 0.00060 440393.08 3767943.95 0.00046 440355.10 3768069.75 0.00031 440349.33 3768032.11 0.00037 439859.83 3768065.24 0.00006 439954.77 3768029.98 0.00017 439874.75 3768029.30 0.00008 439885.32 3767904.72 0.00010 439876.84 3767460.18 0.00008 439948.66 3768350.08 0.00003
*** AERMOD - VERSION 21112 *** *** 19480 Belmont Sultana 2nd 14 yrs *** 02/22/22 *** AERMET - VERSION 16216 *** *** DPM Concentrations 2040-2053 *** 20:37:08 PAGE 30
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** THE SUMMARY OF MAXIMUM PERIOD ( 43848 HRS) RESULTS ***
** CONC OF DPM IN MICROGRAMS/M**3 **
NETWORK
GROUP ID AVERAGE CONC RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID-ID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ALL 1ST HIGHEST VALUE IS 0.00102 AT ( 440516.57, 3768016.66, 283.10, 3067.00, 0.00) GC UCART1 2ND HIGHEST VALUE IS 0.00075 AT ( 440606.88, 3768072.08, 283.24, 3067.00, 0.00) DC 3RD HIGHEST VALUE IS 0.00072 AT ( 440516.57, 3767951.66, 282.10, 3067.00, 0.00) GC UCART1 4TH HIGHEST VALUE IS 0.00068 AT ( 440646.57, 3768081.66, 283.60, 3067.00, 0.00) GC UCART1 5TH HIGHEST VALUE IS 0.00063 AT ( 440451.57, 3768016.66, 283.30, 3067.00, 0.00) GC UCART1 6TH HIGHEST VALUE IS 0.00060 AT ( 440528.03, 3767956.84, 282.12, 3067.00, 0.00) DC 7TH HIGHEST VALUE IS 0.00057 AT ( 440581.57, 3768016.66, 282.50, 3067.00, 0.00) GC UCART1 8TH HIGHEST VALUE IS 0.00056 AT ( 440451.57, 3767951.66, 282.40, 3067.00, 0.00) GC UCART1 9TH HIGHEST VALUE IS 0.00054 AT ( 440711.57, 3768081.66, 283.70, 3067.00, 0.00) GC UCART1 10TH HIGHEST VALUE IS 0.00052 AT ( 440602.09, 3768013.62, 282.37, 3067.00, 0.00) DC
*** RECEPTOR TYPES: GC = GRIDCART
GP = GRIDPOLR
DC = DISCCART
DP = DISCPOLR
*** AERMOD - VERSION 21112 *** *** 19480 Belmont Sultana 2nd 14 yrs *** 02/22/22 *** AERMET - VERSION 16216 *** *** DPM Concentrations 2040-2053 *** 20:37:08 PAGE 31
*** MODELOPTs: RegDFAULT CONC ELEV URBAN ADJ_U*
*** Message Summary : AERMOD Model Execution ***
--------- Summary of Total Messages --------
Apx-217
502
A Total of 0 Fatal Error Message(s)
A Total of 5 Warning Message(s)
A Total of 1628 Informational Message(s)
A Total of 43848 Hours Were Processed
A Total of 1278 Calm Hours Identified
A Total of 350 Missing Hours Identified ( 0.80 Percent)
******** FATAL ERROR MESSAGES ********
*** NONE ***
******** WARNING MESSAGES ********
SO W320 365 PPARM: Input Parameter May Be Out-of-Range for Parameter VS SO W320 366 PPARM: Input Parameter May Be Out-of-Range for Parameter VS SO W320 367 PPARM: Input Parameter May Be Out-of-Range for Parameter VS ME W186 759 MEOPEN: THRESH_1MIN 1-min ASOS wind speed threshold used 0.50 ME W187 759 MEOPEN: ADJ_U* Option for Stable Low Winds used in AERMET
************************************
*** AERMOD Finishes Successfully ***
************************************
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EMFAC2021 for South Coast AQMD PM2.5 Running and Idling Exhaust A verages at bottom of the sheet Area Season Veh Fuel MdlYr Speed 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 (Miles/hr) (gms/mile) (gms/mile) (gms/mile) (gms/mile) (gms/mile) (gm s/mile) (gms/mile) (gms/mile) (gms/mile) (gms/mile) (gms/mile) (gms/mile) South Coast AQMD Annual LHDT2 DSL Aggregated 0 0.778842 0.777688 0.777509 0.777544 0.777539 0.77765 0.777228 0.776552 0.772631 0.770784 0.768303 0.765381 South Coast AQMD Annual LHDT2 DSL Aggregated 5 0.072381 0.065732 0.060612 0.056486 0.0532 35 0.050727 0.048784 0.047295 0.046041 0.04507 0.044345 0.043925 South Coast AQMD Annual LHDT2 DSL Aggregated 10 0.059607 0.054347 0.050289 0.04702 0.0444 49 0.042473 0.040952 0.039803 0.03887 0.03818 0.037707 0.037493 South Coast AQMD Annual LHDT2 DSL Aggregated 35 0.023739 0.02193 0.020552 0.019459 0.0186 21 0.017998 0.017541 0.017219 0.016983 0.016838 0.016776 0.01681 South Coast AQMD Annual MHDT DSL Aggregated 0 0.086748 0.07273 0.060303 0.049764 0.041162 0.034359 0.028849 0.024397 0.020752 0.018038 0.015804 0.014045 South Coast AQMD Annual MHDT DSL Aggregated 5 0.055457 0.047035 0.039388 0.032878 0.02746 2 0.023065 0.019496 0.016589 0.014187 0.012242 0.010647 0.009378 South Coast AQMD Annual MHDT DSL Aggregated 10 0.045219 0.038328 0.032074 0.026749 0.0223 18 0.018721 0.015799 0.013418 0.011449 0.009852 0.008541 0.007498 South Coast AQMD Annual MHDT DSL Aggregated 35 0.010371 0.008966 0.007687 0.006597 0.0056 84 0.004945 0.004336 0.003836 0.003412 0.003062 0.002766 0.002529 South Coast AQMD Annual HHDT DSL Aggregated 0 0.016309 0.015375 0.014634 0.013923 0.013343 0.012838 0.012276 0.01179 2 0.011375 0.011065 0.010815 0.010558 South Coast AQMD Annual HHDT DSL Aggregated 5 0.014741 0.014315 0.013927 0.013603 0.01329 4 0.013002 0.012669 0.012344 0.012015 0.011674 0.011385 0.011096 South Coast AQMD Annual HHDT DSL Aggregated 10 0.012582 0.012166 0.011786 0.011464 0.0111 6 0.010875 0.010558 0.01025 0.009941 0.009624 0.009354 0.009087 South Coast AQMD Annual HHDT DSL Aggregated 35 0.008564 0.008261 0.007966 0.00773 0.00751 5 0.00732 0.007119 0.006927 0.006736 0.006543 0.006372 0.006207 14 yr 14 yr 14 yr 14 yr
2026-2039 2026-2039 2026-2039 2026-2039
5 mph 10 mph 35 mph 0 mph (idling)
LHDT2 0.04654 0.03945 0.01734 0.76899
MHDT 0.01431 0.01154 0.00340 0.02150
HHDT 0.01177 0.00969 0.00658 0.01135
14 yr 14 yr 14 yr 14 yr
2040-2053 2040-2053 2040-2053 2040-2053
5 mph 10 mph 35 mph 0 mph (idling)
LHDT2 0.04099 0.03556 0.01660 0.76156
MHDT 0.00424 0.00328 0.00154 0.00743
HHDT 0.01012 0.00821 0.00565 0.00975
2 yr 2 yr 2 yr 2 yr
2024-2025 2024-2025 2024-2025 2024-2025
5 mph 10 mph 35 mph 0 mph (idling)
LHDT2 0.06317 0.05232 0.02124 0.77760
MHDT 0.04321 0.03520 0.00833 0.06652
HHDT 0.01412 0.01198 0.00811 0.01500
1 yr 1 yr 1 yr 1 yr
2023 2023 2023 2023
5 mph 10 mph 35 mph 0 mph (idling)
LHDT2 0.08144 0.05961 0.02374 0.77884
MHDT 0.06814 0.04522 0.01037 0.08675
HHDT 0.02111 0.01258 0.00856 0.01631
Apx-219
504
2035 2036 2037 2038 2039 2040 2041 2042 2043 2044 2045 2046 2047 2048 2049 205 0 2051 2052 2053 (gms/mile) (gms/mile) (gms/mile) (gms/mile) (gms/mile) (gms/mile) (gms/mile) (gms/mile) (gms/mile) (gms/mile) (gms/mile) (gms/mile) (gms/mile) (gms/mile) (gms/mile) (gms/mile) (gms/mile) (gms/mile) (gms/mile)
0.761339 0.76085 0.760267 0.759676 0.760052 0.760312 0.76051 0.760671 0 .760734 0.760987 0.761186 0.761437 0.761606 0.761852 0.762113 0.762615 0.762615 0.762615 0.762615
0.043383 0.043392 0.043222 0.042986 0.042652 0.04245 0.042365 0.042288 0.042276 0.042073 0.041864 0.041578 0.041324 0.040992 0.040285 0.03909 4 0.039094 0.039094 0.039094
0.037198 0.037256 0.037157 0.036992 0.03675 0.03661 0.036571 0.036535 0 .036541 0.036416 0.036276 0.036077 0.035892 0.035652 0.035053 0.034045 0.034045 0.034045 0.034045
0.016819 0.016923 0.016956 0.016952 0.016912 0.016899 0.016917 0.01692 8 0.016946 0.016919 0.01688 0.016818 0.016754 0.016672 0.016443 0.01606 3 0.016063 0.016063 0.016063
0.012547 0.011458 0.010595 0.009878 0.009315 0.008763 0.008359 0.00795 6 0.00768 0.007413 0.007299 0.00721 0.00714 0.007086 0.007051 0.00702 0. 00702 0.00702 0.00702
0.008311 0.007445 0.006754 0.006178 0.005742 0.00532 0.005004 0.004692 0.004432 0.004179 0.004103 0.004044 0.003994 0.003966 0.003944 0.00392 4 0.003924 0.003924 0.003924
0.006618 0.005911 0.005347 0.004876 0.004519 0.004174 0.003915 0.00365 9 0.003445 0.003237 0.003173 0.003122 0.00308 0.003054 0.003034 0.00301 6 0.003016 0.003016 0.003016
0.002319 0.002176 0.002058 0.001957 0.001876 0.001799 0.001735 0.00167 1 0.001614 0.001561 0.001533 0.001508 0.001485 0.001465 0.001449 0.0014 34 0.001434 0.001434 0.001434
0.010383 0.010261 0.010171 0.010094 0.010026 0.009959 0.009899 0.00985 7 0.009823 0.009786 0.009754 0.009726 0.009704 0.009687 0.009675 0.0096 62 0.009662 0.009662 0.009662
0.010891 0.010738 0.011114 0.010545 0.010469 0.010394 0.010324 0.01026 6 0.01021 0.010152 0.010107 0.010069 0.010038 0.010032 0.010032 0.01003 1 0.010031 0.010031 0.010031
0.008898 0.008758 0.008661 0.008579 0.00851 0.008443 0.008382 0.00833 0 .008282 0.008233 0.008194 0.008161 0.008134 0.008126 0.008124 0.008121 0.008121 0.008121 0.008121
0.006082 0.005994 0.005922 0.005861 0.005811 0.005769 0.005734 0.00570 5 0.005682 0.005662 0.005647 0.005635 0.005625 0.005616 0.00561 0.00560 3 0.005603 0.005603 0.005603 Apx-220
505
Sixth St
Fourth St
Holt Blvd
Mission Blvd
Phillips St
Francis St
Philadelphia St
Walnut St
Riverside Dr
Chino Ave
Schaefer Ave
Edison Ave
Eucalyptus Ave
Merrill Ave
Archibald Ave
Vineyard Ave
W
alker Ave
Grove Ave
Cam
pus Ave
Euclid Ave
Turner Ave Haven Ave
Ham
ner Ave
M
illiken Ave
W
ineville Ave
Vintage Ave
Etiwanda Ave
Jurupa Ave
Santa Ana St
Airport Dr
Ontario Mills Pkwy
Fourth St
Inland Empire Blvd
San Antonio Ave
M
ountain Ave
Benson Ave
Hellm
an Ave
|ÿ
§¨¦
60 15
§¨¦10
Francis St
Philadelphia St
Guasti Rd
Com
m
erce Pkwy
Turner Ave
Concour s
Francis St
State St
Vineyard Ave
Eighth St
Fourth St
Mission Bl
|ÿ83
M
ill Creek Ave
Haven Ave
Turner Ave
Archibald Ave
Vineyard Ave
Grove Ave
Cam
pus Ave
Bellegrave Ave
Ontario Ranch Rd.
Figure M-5
Truck Routes
0 4,500
Feet
Railroad
State of California DOT
Extralegal Load Network
Truck Routes
Adjacent Agency Truck Route
Revised September 20, 2016
Apx-221
506
APPENDIX D
CALEEMOD MODEL ANNUAL EMISSIONS PRINTOUTS AND EMFAC
DATA
Apx-222
507
19480 Belmont Sultana Warehouse Project
San Bernardino-South Coast County, Annual
Project Characteristics -
Land Use - 2.55 net acre site w/ 59,984 sf warehouse bldg (~57,984 sf footprint), 19,932 sf landscaping, & a parking lot w/ 44 auto spcs & 2 trailer spcs (rmndr site added under parking lot to acount for paving associated w/ loading dock area).
Construction Phase - Construction anticiapted to begin February 2023 and be completed November 2023. Site vacant, no demo/site prep.
Off-road Equipment - CalEEMod default construction timing for building construction reduced by ~16%; therefore, ~16% more equipment added to CalEEMod default construciton equipment list for building construction.
Grading - ~7,000 CY import during grading.
Vehicle Trips - Traffic Screening Assessment, 1.71 trips/TSF. %s changed to 65.1% autos (C-W) & 34.9% trucks (C-NW). Per SCAQMD C-NW trip length changed to 40 miles. Trips assumed to be 100% primary.
Fleet Mix - Revised vehicle fleet mix per traffic screening assessment of 65.1% Autos, 5.8% 2-Axle Trucks, 6.8% 3-Axle Trucks and 22.3% 4+ Axle Trucks.
Sequestration - 85 new trees to be planted per landscape plans.
1.1 Land Usage
Land Uses
Size
Metric
Lot Acreage
Floor Surface Area
Population
Other Non-Asphalt Surfaces
19.93 1000sqft
0.46 19,932.00
0 Parking Lot
46.00 Space
0.76 33,106.00
0 Unrefrigerated Warehouse-No Rail
59.98 1000sqft
1.33 59,984.00
0 1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
10 Wind Speed (m/s)
Precipitation Freq (Days)
2.2 32
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company
Southern California Edison
2023
Operational Year
CO2 Intensity
(lb/MWhr)
390.98
0.033
CH4 Intensity
(lb/MWhr)
0.004
N2O Intensity
(lb/MWhr)
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-223
508
Construction Off-road Equipment Mitigation -
Mobile Land Use Mitigation - Site is ~0.87 miles SW of downtown portion of Ontario & ~0.27 miles SE of bust stop at Euclid/Belmont. Sidewalks on/off-site.
Water Mitigation - 20% reduction indoor water use per CalGreen standards. Water efficient irrigation systems.
Waste Mitigation - AB 341 requires each jurisdiction in CA to divert at least 75% of their waste away from landfills by 2020.
Table Name
Column Name
Default Value
New Value
tblConstDustMitigation
WaterUnpavedRoadVehicleSpeed
0 15
tblConstructionPhase
NumDays
220.00
185.00
tblFleetMix
HHD
0.02 0.22
tblFleetMix
LDA
0.54 0.38
tblFleetMix
LDT1
0.06 0.04
tblFleetMix
LDT2
0.17 0.12
tblFleetMix
LHD1
0.03 0.05
tblFleetMix
LHD2
7.1960e-003
0.01 tblFleetMix
MCY
0.03 0.02
tblFleetMix
MDV
0.14 0.10
tblFleetMix
MH
5.0710e-003
0.00 tblFleetMix
MHD
0.01 0.07
tblFleetMix
OBUS
5.5900e-004
0.00 tblFleetMix
SBUS
9.5400e-004
0.00 tblFleetMix
UBUS
2.5400e-004
0.00 tblGrading
MaterialImported
0.00 7,000.00
tblLandUse
LandUseSquareFeet
18,400.00
33,106.00
tblLandUse
LandUseSquareFeet
59,980.00
59,984.00
tblLandUse
LotAcreage
0.41 0.76
tblLandUse
LotAcreage
1.38 1.33
tblOffRoadEquipment
OffRoadEquipmentUnitAmount
1.00 2.00
tblSequestration
NumberOfNewTrees
0.00 85.00
tblVehicleTrips
CNW_TL
6.90 40.00
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-224
509
2.0 Emissions Summary
tblVehicleTrips
CNW_TTP
41.00 34.90
tblVehicleTrips
CW_TTP
59.00 65.10
tblVehicleTrips
DV_TP
5.00 0.00
tblVehicleTrips
PB_TP
3.00 0.00
tblVehicleTrips
PR_TP
92.00 100.00
tblVehicleTrips
ST_TR
1.74 1.71
tblVehicleTrips
SU_TR
1.74 1.71
tblVehicleTrips
WD_TR
1.74 1.71
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-225
510
2.1 Overall Construction
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Year
tons/yr
MT/yr
2023
0.4834
1.5871
1.7506
3.6700e-
003
0.0896
0.0676
0.1572
0.0287
0.0644
0.0931
0.0000
319.0257
319.0257
0.0496
9.4300e-
003
323.0745
Maximum
0.4834
1.5871
1.7506
3.6700e-
003
0.0896
0.0676
0.1572
0.0287
0.0644
0.0931
0.0000
319.0257
319.0257
0.0496
9.4300e-
003
323.0745
Unmitigated Construction
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Year
tons/yr
MT/yr
2023
0.4834
1.5871
1.7506
3.6700e-
003
0.0764
0.0676
0.1440
0.0224
0.0644
0.0868
0.0000
319.0254
319.0254
0.0496
9.4300e-
003
323.0743
Maximum
0.4834
1.5871
1.7506
3.6700e-
003
0.0764
0.0676
0.1440
0.0224
0.0644
0.0868
0.0000
319.0254
319.0254
0.0496
9.4300e-
003
323.0743
Mitigated Construction
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio-CO2
Total CO2
CH4
N20
CO2e
Percent
Reduction
0.00 0.00
0.00 0.00
14.75 0.00
8.40 21.95
0.00 6.77
0.00 0.00
0.00 0.00
0.00 0.00
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-226
511
Quarter
Start Date
End Date
Maximum Unmitigated ROG + NOX (tons/quarter)
Maximum Mitigated ROG + NOX (tons/quarter)
1 2-1-2023
4-30-2023
0.6039
0.6039
2 5-1-2023
7-31-2023
0.5778
0.5778
3 8-1-2023
9-30-2023
0.3831
0.3831
Highest
0.6039
0.6039
2.2 Overall Operational
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Area
0.2489
1.0000e-
005
1.6100e-
003
0.0000
1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
0.0000
3.1200e-
003
3.1200e-
003
1.0000e-
005
0.0000
3.3300e-
003
Energy
6.5000e-
004
5.9100e-
003
4.9600e-
003
4.0000e-
005
4.5000e-
004
4.5000e-
004
4.5000e-
004
4.5000e-
004
0.0000
33.1688
33.1688
2.3800e-
003
3.9000e-
004
33.3450
Mobile
0.0835
0.7982
1.1443
5.7700e-
003
0.3652
8.1500e-
003
0.3734
0.0992
7.7600e-
003
0.1069
0.0000
554.3284
554.3284
0.0212
0.0604
572.8642
Waste
0.0000
0.0000
0.0000
0.0000
11.4446
0.0000
11.4446
0.6764
0.0000
28.3536
Water
0.0000
0.0000
0.0000
0.0000
4.4004
32.0297
36.4301
0.4547
0.0110
51.0748
Total
0.3330
0.8041
1.1509
5.8100e-
003
0.3652
8.6100e-
003
0.3739
0.0992
8.2200e-
003
0.1074
15.8451
619.5301
635.3751
1.1547
0.0718
685.6408
Unmitigated Operational
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-227
512
2.2 Overall Operational
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Area
0.2489
1.0000e-
005
1.6100e-
003
0.0000
1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
0.0000
3.1200e-
003
3.1200e-
003
1.0000e-
005
0.0000
3.3300e-
003
Energy
6.5000e-
004
5.9100e-
003
4.9600e-
003
4.0000e-
005
4.5000e-
004
4.5000e-
004
4.5000e-
004
4.5000e-
004
0.0000
33.1688
33.1688
2.3800e-
003
3.9000e-
004
33.3450
Mobile
0.0646
0.5705
0.8216
3.9300e-
003
0.2462
5.5200e-
003
0.2517
0.0668
5.2600e-
003
0.0721
0.0000
378.1153
378.1153
0.0149
0.0416
390.8814
Waste
0.0000
0.0000
0.0000
0.0000
2.8612
0.0000
2.8612
0.1691
0.0000
7.0884
Water
0.0000
0.0000
0.0000
0.0000
3.5203
25.6238
29.1441
0.3637
8.8000e-
003
40.8598
Total
0.3142
0.5764
0.8282
3.9700e-
003
0.2462
5.9800e-
003
0.2522
0.0668
5.7200e-
003
0.0726
6.3815
436.9110
443.2925
0.5502
0.0508
472.1779
Mitigated Operational
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio-CO2
Total CO2
CH4
N20
CO2e
Percent
Reduction
5.66 28.31
28.04 31.67
32.59 30.55
32.54 32.59
30.41 32.43
59.73 29.48
30.23 52.35
29.29 31.13
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-228
513
3.0 Construction Detail
2.3 Vegetation
CO2e
Category
MT
New Trees
60.1800
Total
60.1800
Vegetation
Construction Phase
Phase
Number
Phase Name
Phase Type
Start Date
End Date
Num Days
Week
Num Days
Phase Description
1 Building Construction
Building Construction
2/9/2023
10/25/2023
5 185
2 Grading
Grading
2/1/2023
2/8/2023
5 6
3 Paving
Paving
10/10/2023
10/23/2023
5 10
4 Architectural Coating
Architectural Coating
10/19/2023
11/1/2023
5 10
OffRoad Equipment
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 89,976; Non-Residential Outdoor: 29,992; Striped Parking Area: 3,182 (Architectural Coating
–
sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 6
Acres of Paving: 1.22
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-229
514
3.1 Mitigation Measures Construction
Water Exposed Area
Reduce Vehicle Speed on Unpaved Roads
Phase Name
Offroad Equipment Type
Amount
Usage Hours
Horse Power
Load Factor
Architectural Coating
Air Compressors
1 6.00
78 0.48
Paving
Cement and Mortar Mixers
1 8.00
9 0.56
Building Construction
Cranes
1 8.00
231
0.29 Building Construction
Forklifts
2 7.00
89 0.20
Building Construction
Generator Sets
1 8.00
84 0.74
Grading
Graders
1 8.00
187
0.41 Paving
Pavers
1 8.00
130
0.42 Paving
Paving Equipment
1 8.00
132
0.36 Paving
Rollers
2 8.00
80 0.38
Grading
Rubber Tired Dozers
1 8.00
247
0.40 Building Construction
Tractors/Loaders/Backhoes
2 6.00
97 0.37
Grading
Tractors/Loaders/Backhoes
2 7.00
97 0.37
Paving
Tractors/Loaders/Backhoes
1 8.00
97 0.37
Building Construction
Welders
3 8.00
46 0.45
Trips and VMT
Phase Name
Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Grading
4 10.00
0.00 875.00
14.70 6.90
20.00 LD_Mix
HDT_Mix
HHDT
Building Construction
9 47.00
19.00 0.00
14.70 6.90
20.00 LD_Mix
HDT_Mix
HHDT
Paving
6 15.00
0.00 0.00
14.70 6.90
20.00 LD_Mix
HDT_Mix
HHDT
Architectural Coating
1 9.00
0.00 0.00
14.70 6.90
20.00 LD_Mix
HDT_Mix
HHDT
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-230
515
3.2 Building Construction - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Off-Road
0.1690
1.3668
1.4696
2.5300e-
003
0.0620
0.0620
0.0592
0.0592
0.0000
211.1044
211.1044
0.0425
0.0000
212.1662
Total
0.1690
1.3668
1.4696
2.5300e-
003
0.0620
0.0620
0.0592
0.0592
0.0000
211.1044
211.1044
0.0425
0.0000
212.1662
Unmitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Vendor
1.9800e-
003
0.0648
0.0263
3.1000e-
004
0.0111
4.6000e-
004
0.0116
3.2000e-
003
4.4000e-
004
3.6400e-
003
0.0000
30.6302
30.6302
8.0000e-
004
4.5300e-
003
31.9991
Worker
0.0152
0.0113
0.1415
4.0000e-
004
0.0477
2.4000e-
004
0.0479
0.0127
2.2000e-
004
0.0129
0.0000
37.2302
37.2302
9.8000e-
004
1.0100e-
003
37.5556
Total
0.0171
0.0762
0.1677
7.1000e-
004
0.0588
7.0000e-
004
0.0595
0.0159
6.6000e-
004
0.0165
0.0000
67.8604
67.8604
1.7800e-
003
5.5400e-
003
69.5547
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-231
516
3.2 Building Construction - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Off-Road
0.1690
1.3668
1.4696
2.5300e-
003
0.0620
0.0620
0.0592
0.0592
0.0000
211.1042
211.1042
0.0425
0.0000
212.1660
Total
0.1690
1.3668
1.4696
2.5300e-
003
0.0620
0.0620
0.0592
0.0592
0.0000
211.1042
211.1042
0.0425
0.0000
212.1660
Mitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Vendor
1.9800e-
003
0.0648
0.0263
3.1000e-
004
0.0111
4.6000e-
004
0.0116
3.2000e-
003
4.4000e-
004
3.6400e-
003
0.0000
30.6302
30.6302
8.0000e-
004
4.5300e-
003
31.9991
Worker
0.0152
0.0113
0.1415
4.0000e-
004
0.0477
2.4000e-
004
0.0479
0.0127
2.2000e-
004
0.0129
0.0000
37.2302
37.2302
9.8000e-
004
1.0100e-
003
37.5556
Total
0.0171
0.0762
0.1677
7.1000e-
004
0.0588
7.0000e-
004
0.0595
0.0159
6.6000e-
004
0.0165
0.0000
67.8604
67.8604
1.7800e-
003
5.5400e-
003
69.5547
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-232
517
3.3 Grading - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Fugitive Dust
0.0216
0.0000
0.0216
0.0103
0.0000
0.0103
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Off-Road
4.0000e-
003
0.0434
0.0261
6.0000e-
005
1.8100e-
003
1.8100e-
003
1.6700e-
003
1.6700e-
003
0.0000
5.4312
5.4312
1.7600e-
003
0.0000
5.4751
Total
4.0000e-
003
0.0434
0.0261
6.0000e-
005
0.0216
1.8100e-
003
0.0235
0.0103
1.6700e-
003
0.0120
0.0000
5.4312
5.4312
1.7600e-
003
0.0000
5.4751
Unmitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling
1.0200e-
003
0.0509
0.0148
2.5000e-
004
7.5300e-
003
5.1000e-
004
8.0400e-
003
2.0700e-
003
4.8000e-
004
2.5500e-
003
0.0000
24.3121
24.3121
1.0400e-
003
3.8500e-
003
25.4864
Vendor
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Worker
1.0000e-
004
8.0000e-
005
9.8000e-
004
0.0000
3.3000e-
004
0.0000
3.3000e-
004
9.0000e-
005
0.0000
9.0000e-
005
0.0000
0.2569
0.2569
1.0000e-
005
1.0000e-
005
0.2592
Total
1.1200e-
003
0.0510
0.0157
2.5000e-
004
7.8600e-
003
5.1000e-
004
8.3700e-
003
2.1600e-
003
4.8000e-
004
2.6400e-
003
0.0000
24.5690
24.5690
1.0500e-
003
3.8600e-
003
25.7455
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-233
518
3.3 Grading - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Fugitive Dust
8.4400e-
003
0.0000
8.4400e-
003
4.0300e-
003
0.0000
4.0300e-
003
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Off-Road
4.0000e-
003
0.0434
0.0261
6.0000e-
005
1.8100e-
003
1.8100e-
003
1.6700e-
003
1.6700e-
003
0.0000
5.4312
5.4312
1.7600e-
003
0.0000
5.4751
Total
4.0000e-
003
0.0434
0.0261
6.0000e-
005
8.4400e-
003
1.8100e-
003
0.0103
4.0300e-
003
1.6700e-
003
5.7000e-
003
0.0000
5.4312
5.4312
1.7600e-
003
0.0000
5.4751
Mitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling
1.0200e-
003
0.0509
0.0148
2.5000e-
004
7.5300e-
003
5.1000e-
004
8.0400e-
003
2.0700e-
003
4.8000e-
004
2.5500e-
003
0.0000
24.3121
24.3121
1.0400e-
003
3.8500e-
003
25.4864
Vendor
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Worker
1.0000e-
004
8.0000e-
005
9.8000e-
004
0.0000
3.3000e-
004
0.0000
3.3000e-
004
9.0000e-
005
0.0000
9.0000e-
005
0.0000
0.2569
0.2569
1.0000e-
005
1.0000e-
005
0.2592
Total
1.1200e-
003
0.0510
0.0157
2.5000e-
004
7.8600e-
003
5.1000e-
004
8.3700e-
003
2.1600e-
003
4.8000e-
004
2.6400e-
003
0.0000
24.5690
24.5690
1.0500e-
003
3.8600e-
003
25.7455
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-234
519
3.4 Paving - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Off-Road
4.4000e-
003
0.0431
0.0584
9.0000e-
005
2.1700e-
003
2.1700e-
003
2.0000e-
003
2.0000e-
003
0.0000
7.7564
7.7564
2.4600e-
003
0.0000
7.8179
Paving
1.0000e-
003
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Total
5.4000e-
003
0.0431
0.0584
9.0000e-
005
2.1700e-
003
2.1700e-
003
2.0000e-
003
2.0000e-
003
0.0000
7.7564
7.7564
2.4600e-
003
0.0000
7.8179
Unmitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Vendor
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Worker
2.6000e-
004
2.0000e-
004
2.4400e-
003
1.0000e-
005
8.2000e-
004
0.0000
8.3000e-
004
2.2000e-
004
0.0000
2.2000e-
004
0.0000
0.6423
0.6423
2.0000e-
005
2.0000e-
005
0.6479
Total
2.6000e-
004
2.0000e-
004
2.4400e-
003
1.0000e-
005
8.2000e-
004
0.0000
8.3000e-
004
2.2000e-
004
0.0000
2.2000e-
004
0.0000
0.6423
0.6423
2.0000e-
005
2.0000e-
005
0.6479
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-235
520
3.4 Paving - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Off-Road
4.4000e-
003
0.0431
0.0584
9.0000e-
005
2.1700e-
003
2.1700e-
003
2.0000e-
003
2.0000e-
003
0.0000
7.7564
7.7564
2.4600e-
003
0.0000
7.8178
Paving
1.0000e-
003
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Total
5.4000e-
003
0.0431
0.0584
9.0000e-
005
2.1700e-
003
2.1700e-
003
2.0000e-
003
2.0000e-
003
0.0000
7.7564
7.7564
2.4600e-
003
0.0000
7.8178
Mitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Vendor
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Worker
2.6000e-
004
2.0000e-
004
2.4400e-
003
1.0000e-
005
8.2000e-
004
0.0000
8.3000e-
004
2.2000e-
004
0.0000
2.2000e-
004
0.0000
0.6423
0.6423
2.0000e-
005
2.0000e-
005
0.6479
Total
2.6000e-
004
2.0000e-
004
2.4400e-
003
1.0000e-
005
8.2000e-
004
0.0000
8.3000e-
004
2.2000e-
004
0.0000
2.2000e-
004
0.0000
0.6423
0.6423
2.0000e-
005
2.0000e-
005
0.6479
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-236
521
3.5 Architectural Coating - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Archit. Coating
0.2854
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Off-Road
9.6000e-
004
6.5100e-
003
9.0600e-
003
1.0000e-
005
3.5000e-
004
3.5000e-
004
3.5000e-
004
3.5000e-
004
0.0000
1.2766
1.2766
8.0000e-
005
0.0000
1.2785
Total
0.2864
6.5100e-
003
9.0600e-
003
1.0000e-
005
3.5000e-
004
3.5000e-
004
3.5000e-
004
3.5000e-
004
0.0000
1.2766
1.2766
8.0000e-
005
0.0000
1.2785
Unmitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Vendor
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Worker
1.6000e-
004
1.2000e-
004
1.4600e-
003
0.0000
4.9000e-
004
0.0000
5.0000e-
004
1.3000e-
004
0.0000
1.3000e-
004
0.0000
0.3854
0.3854
1.0000e-
005
1.0000e-
005
0.3887
Total
1.6000e-
004
1.2000e-
004
1.4600e-
003
0.0000
4.9000e-
004
0.0000
5.0000e-
004
1.3000e-
004
0.0000
1.3000e-
004
0.0000
0.3854
0.3854
1.0000e-
005
1.0000e-
005
0.3887
Unmitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-237
522
3.5 Architectural Coating - 2023
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Archit. Coating
0.2854
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Off-Road
9.6000e-
004
6.5100e-
003
9.0600e-
003
1.0000e-
005
3.5000e-
004
3.5000e-
004
3.5000e-
004
3.5000e-
004
0.0000
1.2766
1.2766
8.0000e-
005
0.0000
1.2785
Total
0.2864
6.5100e-
003
9.0600e-
003
1.0000e-
005
3.5000e-
004
3.5000e-
004
3.5000e-
004
3.5000e-
004
0.0000
1.2766
1.2766
8.0000e-
005
0.0000
1.2785
Mitigated Construction On-Site
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Hauling
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Vendor
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Worker
1.6000e-
004
1.2000e-
004
1.4600e-
003
0.0000
4.9000e-
004
0.0000
5.0000e-
004
1.3000e-
004
0.0000
1.3000e-
004
0.0000
0.3854
0.3854
1.0000e-
005
1.0000e-
005
0.3887
Total
1.6000e-
004
1.2000e-
004
1.4600e-
003
0.0000
4.9000e-
004
0.0000
5.0000e-
004
1.3000e-
004
0.0000
1.3000e-
004
0.0000
0.3854
0.3854
1.0000e-
005
1.0000e-
005
0.3887
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-238
523
4.0 Operational Detail - Mobile
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Mitigated
0.0646
0.5705
0.8216
3.9300e-
003
0.2462
5.5200e-
003
0.2517
0.0668
5.2600e-
003
0.0721
0.0000
378.1153
378.1153
0.0149
0.0416
390.8814
Unmitigated
0.0835
0.7982
1.1443
5.7700e-
003
0.3652
8.1500e-
003
0.3734
0.0992
7.7600e-
003
0.1069
0.0000
554.3284
554.3284
0.0212
0.0604
572.8642
4.1 Mitigation Measures Mobile
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate
Unmitigated
Mitigated
Land Use
Weekday
Saturday
Sunday
Annual VMT
Annual VMT
Other Non-Asphalt Surfaces
0.00 0.00
0.00 Parking Lot
0.00 0.00
0.00 Unrefrigerated Warehouse-No Rail
102.57
102.57
102.57
924,635
623,330
Total
102.57
102.57
102.57
924,635
623,330
Improve Destination Accessibility
Increase Transit Accessibility
Improve Pedestrian Network
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-239
524
Miles
Trip %
Trip Purpose %
Land Use
H-W or C-W
H-S or C-C
H-O or C-NW
H-W or C-W
H-S or C-C
H-O or C-NW
Primary
Diverted
Pass-by
Other Non-Asphalt Surfaces
16.60 8.40
6.90 0.00
0.00 0.00
0 0
0 Parking Lot
16.60 8.40
6.90 0.00
0.00 0.00
0 0
0 Unrefrigerated Warehouse-No
Rail
16.60 8.40
40.00 65.10
0.00 34.90
100
0 0
4.4 Fleet Mix
Land Use
LDA
LDT1
LDT2
MDV
LHD1
LHD2
MHD
HHD
OBUS
UBUS
MCY
SBUS
MH
Other Non-Asphalt Surfaces
0.537785
0.055838
0.172353
0.139003
0.027005
0.007196
0.011392
0.017285
0.000559
0.000254
0.025303
0.000954
0.005071
Parking Lot
0.537785
0.055838
0.172353
0.139003
0.027005
0.007196
0.011392
0.017285
0.000559
0.000254
0.025303
0.000954
0.005071
Unrefrigerated Warehouse-No
Rail
0.376335
0.039075
0.120611
0.097273
0.045797
0.012203
0.068000
0.223000
0.000000
0.000000
0.017707
0.000000
0.000000
5.0 Energy Detail
5.1 Mitigation Measures Energy
Historical Energy Use: N
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-240
525
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Electricity
Mitigated
0.0000
0.0000
0.0000
0.0000
0.0000
26.7348
26.7348
2.2600e-
003
2.7000e-
004
26.8728
Electricity
Unmitigated
0.0000
0.0000
0.0000
0.0000
0.0000
26.7348
26.7348
2.2600e-
003
2.7000e-
004
26.8728
NaturalGas
Mitigated
6.5000e-
004
5.9100e-
003
4.9600e-
003
4.0000e-
005
4.5000e-
004
4.5000e-
004
4.5000e-
004
4.5000e-
004
0.0000
6.4340
6.4340
1.2000e-
004
1.2000e-
004
6.4722
NaturalGas
Unmitigated
6.5000e-
004
5.9100e-
003
4.9600e-
003
4.0000e-
005
4.5000e-
004
4.5000e-
004
4.5000e-
004
4.5000e-
004
0.0000
6.4340
6.4340
1.2000e-
004
1.2000e-
004
6.4722
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Land Use
kBTU/yr
tons/yr
MT/yr
Other Non-
Asphalt Surfaces
0 0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Parking Lot
0 0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Unrefrigerated
Warehouse-No
Rail
120568
6.5000e-
004
5.9100e-
003
4.9600e-
003
4.0000e-
005
4.5000e-
004
4.5000e-
004
4.5000e-
004
4.5000e-
004
0.0000
6.4340
6.4340
1.2000e-
004
1.2000e-
004
6.4722
Total
6.5000e-
004
5.9100e-
003
4.9600e-
003
4.0000e-
005
4.5000e-
004
4.5000e-
004
4.5000e-
004
4.5000e-
004
0.0000
6.4340
6.4340
1.2000e-
004
1.2000e-
004
6.4722
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-241
526
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Land Use
kBTU/yr
tons/yr
MT/yr
Other Non-
Asphalt Surfaces
0 0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Parking Lot
0 0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Unrefrigerated
Warehouse-No
Rail
120568
6.5000e-
004
5.9100e-
003
4.9600e-
003
4.0000e-
005
4.5000e-
004
4.5000e-
004
4.5000e-
004
4.5000e-
004
0.0000
6.4340
6.4340
1.2000e-
004
1.2000e-
004
6.4722
Total
6.5000e-
004
5.9100e-
003
4.9600e-
003
4.0000e-
005
4.5000e-
004
4.5000e-
004
4.5000e-
004
4.5000e-
004
0.0000
6.4340
6.4340
1.2000e-
004
1.2000e-
004
6.4722
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-242
527
5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2
CH4
N2O
CO2e
Land Use
kWh/yr
MT/yr
Other Non-
Asphalt Surfaces
0 0.0000
0.0000
0.0000
0.0000
Parking Lot
11587.1
2.0549
1.7000e-
004
2.0000e-
005
2.0655
Unrefrigerated
Warehouse-No
Rail
139163
24.6799
2.0800e-
003
2.5000e-
004
24.8072
Total
26.7348
2.2500e-
003
2.7000e-
004
26.8728
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
19480 Belmont Sultana Warehouse Project - San Bernardino-South Coast County, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apx-243
528
6.1 Mitigation Measures Area
6.0 Area Detail
5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2
CH4
N2O
CO2e
Land Use
kWh/yr
MT/yr
Other Non-
Asphalt Surfaces
0 0.0000
0.0000
0.0000
0.0000
Parking Lot
11587.1
2.0549
1.7000e-
004
2.0000e-
005
2.0655
Unrefrigerated
Warehouse-No
Rail
139163
24.6799
2.0800e-
003
2.5000e-
004
24.8072
Total
26.7348
2.2500e-
003
2.7000e-
004
26.8728
Mitigated
CalEEMod Version: CalEEMod.2020.4.0
Date: 2/15/2022 2:09 PM
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529
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
Category
tons/yr
MT/yr
Mitigated
0.2489
1.0000e-
005
1.6100e-
003
0.0000
1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
0.0000
3.1200e-
003
3.1200e-
003
1.0000e-
005
0.0000
3.3300e-
003
Unmitigated
0.2489
1.0000e-
005
1.6100e-
003
0.0000
1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
0.0000
3.1200e-
003
3.1200e-
003
1.0000e-
005
0.0000
3.3300e-
003
6.2 Area by SubCategory
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
SubCategory
tons/yr
MT/yr
Architectural
Coating
0.0285
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Consumer
Products
0.2202
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Landscaping
1.5000e-
004
1.0000e-
005
1.6100e-
003
0.0000
1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
0.0000
3.1200e-
003
3.1200e-
003
1.0000e-
005
0.0000
3.3300e-
003
Total
0.2489
1.0000e-
005
1.6100e-
003
0.0000
1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
0.0000
3.1200e-
003
3.1200e-
003
1.0000e-
005
0.0000
3.3300e-
003
Unmitigated
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Apply Water Conservation Strategy
Use Water Efficient Irrigation System
7.1 Mitigation Measures Water
7.0 Water Detail
6.2 Area by SubCategory
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N2O
CO2e
SubCategory
tons/yr
MT/yr
Architectural
Coating
0.0285
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Consumer
Products
0.2202
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Landscaping
1.5000e-
004
1.0000e-
005
1.6100e-
003
0.0000
1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
0.0000
3.1200e-
003
3.1200e-
003
1.0000e-
005
0.0000
3.3300e-
003
Total
0.2489
1.0000e-
005
1.6100e-
003
0.0000
1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
0.0000
3.1200e-
003
3.1200e-
003
1.0000e-
005
0.0000
3.3300e-
003
Mitigated
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Total CO2
CH4
N2O
CO2e
Category
MT/yr
Mitigated
29.1441
0.3637
8.8000e-
003
40.8598
Unmitigated
36.4301
0.4547
0.0110
51.0748
7.2 Water by Land Use
Indoor/Out
door Use
Total CO2
CH4
N2O
CO2e
Land Use
Mgal
MT/yr
Other Non-
Asphalt Surfaces
0 / 0
0.0000
0.0000
0.0000
0.0000
Parking Lot
0 / 0
0.0000
0.0000
0.0000
0.0000
Unrefrigerated
Warehouse-No
Rail
13.8704 /
0 36.4301
0.4547
0.0110
51.0748
Total
36.4301
0.4547
0.0110
51.0748
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
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7.2 Water by Land Use
Indoor/Out
door Use
Total CO2
CH4
N2O
CO2e
Land Use
Mgal
MT/yr
Other Non-
Asphalt Surfaces
0 / 0
0.0000
0.0000
0.0000
0.0000
Parking Lot
0 / 0
0.0000
0.0000
0.0000
0.0000
Unrefrigerated
Warehouse-No
Rail
11.0963 /
0 29.1441
0.3637
8.8000e-
003
40.8598
Total
29.1441
0.3637
8.8000e-
003
40.8598
Mitigated
8.1 Mitigation Measures Waste
Institute Recycling and Composting Services
8.0 Waste Detail
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Total CO2
CH4
N2O
CO2e
MT/yr
Mitigated
2.8612
0.1691
0.0000
7.0884
Unmitigated
11.4446
0.6764
0.0000
28.3536
Category/Year
8.2 Waste by Land Use
Waste
Disposed
Total CO2
CH4
N2O
CO2e
Land Use
tons
MT/yr
Other Non-
Asphalt Surfaces
0 0.0000
0.0000
0.0000
0.0000
Parking Lot
0 0.0000
0.0000
0.0000
0.0000
Unrefrigerated
Warehouse-No
Rail
56.38 11.4446
0.6764
0.0000
28.3536
Total
11.4446
0.6764
0.0000
28.3536
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0
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8.2 Waste by Land Use
Waste
Disposed
Total CO2
CH4
N2O
CO2e
Land Use
tons
MT/yr
Other Non-
Asphalt Surfaces
0 0.0000
0.0000
0.0000
0.0000
Parking Lot
0 0.0000
0.0000
0.0000
0.0000
Unrefrigerated
Warehouse-No
Rail
14.095
2.8612
0.1691
0.0000
7.0884
Total
2.8612
0.1691
0.0000
7.0884
Mitigated
9.0 Operational Offroad
Equipment Type
Number
Hours/Day
Days/Year
Horse Power
Load Factor
Fuel Type
10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type
Number
Hours/Day
Hours/Year
Horse Power
Load Factor
Fuel Type
Boilers
Equipment Type
Number
Heat Input/Day
Heat Input/Year
Boiler Rating
Fuel Type
User Defined Equipment
Equipment Type
Number
CalEEMod Version: CalEEMod.2020.4.0
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11.0 Vegetation
Total CO2
CH4
N2O
CO2e
Category
MT
Unmitigated
60.1800
0.0000
0.0000
60.1800
11.2 Net New Trees
Number of
Trees
Total CO2
CH4
N2O
CO2e
MT
Miscellaneous
85 60.1800
0.0000
0.0000
60.1800
Total
60.1800
0.0000
0.0000
60.1800
Species Class
CalEEMod Version: CalEEMod.2020.4.0
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Source: EMFAC2021 (v1.0.1) Emissions Inventory
Region Type: Air Basin
Region: South Coast
Calendar Year: 2023
Season: Annual
Vehicle Classification: EMFAC2007 Categories
Units: miles/day for CVMT and EVMT, trips/day for Trips, kWh/day for Energy Consumption, tons/day for Emissions, 1000 gallons/day for Fuel Consumption Region Calendar Year Vehicle Category Model Year Speed Fuel Population Trips Energy Consumption Fuel Consumption Fuel Consumption Total Fuel Consumption Total VMT Total VMT Miles Per Gallon Vehicle Class South Coast 2023 HHDT Aggregate Aggregate Gasoline 77.76705152 1555.963167 0 1.13577086 1135.77086 1902570.073 4463.059823 11350616.67 5.97 HHDT South Coast 2023 HHDT Aggregate Aggregate Diesel 88939.48335 1354183.938 0 1901.434302 1901434.302 11341687.62 South Coast 2023 HHDT Aggregate Aggregate Electricity 69.55210742 1090.269168 7969.44745 0 0 4465.990707 South Coast 2023 HHDT Aggregate Aggregate Natural Gas 9734.51825 62334.09461 0 108.4243363 108424.3363 7680508.917 635905.4264 228542169.3 29.76 LDA South Coast 2023 LDA Aggregate Aggregate Gasoline 5370115.979 25014254.84 0 7560.140191 7560140.191 216250190.4 South Coast 2023 LDA Aggregate Aggregate Diesel 15648.45784 65526.69936 0 11.94439033 11944.39033 486634.8854 South Coast 2023 LDA Aggregate Aggregate Electricity 241152.5368 1208859.723 4312325.17 0 0 11169438.62 South Coast 2023 LDA Aggregate Aggregate Plug-in Hybrid 136333.5236 563739.1202 971420.6342 116.5989322 116598.9322 870253.2499 6496196.814 24547955.06 28.21 LDT1 South Coast 2023 LDT1 Aggregate Aggregate Gasoline 499113.9009 2195668.394 0 753.4930394 753493.0394 18009866.74 South Coast 2023 LDT1 Aggregate Aggregate Diesel 197.6298759 575.4909742 0 0.161278255 161.278255 3756.265001 South Coast 2023 LDT1 Aggregate Aggregate Electricity 1012.723437 4715.252993 14723.34847 0 0 38135.23576 South Coast 2023 LDT1 Aggregate Aggregate Plug-in Hybrid 463.9603347 1918.475984 3964.563568 0.400339089 400.3390888 4351441.574 24314.99018 100316975.8 23.05 LDT2 South Coast 2023 LDT2 Aggregate Aggregate Gasoline 2429950.117 11422828.59 0 4340.074795 4340074.795 100292660.9 South Coast 2023 LDT2 Aggregate Aggregate Diesel 7734.815855 37335.71589 0 10.96643985 10966.43985 337920.5463 South Coast 2023 LDT2 Aggregate Aggregate Electricity 11160.73812 57317.98395 159502.5609 0 0 413130.7341 South Coast 2023 LDT2 Aggregate Aggregate Plug-in Hybrid 17128.65814 70827.00142 136848.0138 14.88755019 14887.55019 604831.9262 867992.1123 8688662.767 14.37 LHDT1 South Coast 2023 LHDT1 Aggregate Aggregate Gasoline 200398.3929 2985637.46 0 589.944376 589944.376 7820670.654 South Coast 2023 LHDT1 Aggregate Aggregate Diesel 99896.36028 1256570.543 0 206.0356758 206035.6758 305180.3742 4194656.56 5351327.632 17.53 LHDT2 South Coast 2023 LHDT2 Aggregate Aggregate Gasoline 31213.47663 465034.2937 0 99.14469838 99144.69838 1156671.072 South Coast 2023 LHDT2 Aggregate Aggregate Diesel 43691.53059 549584.4908 0 107.1632097 107163.2097 107163.2097 1828609.129 1828609.129 17.06 MCY South Coast 2023 MCY Aggregate Aggregate Gasoline 237586.076 475172.1521 0 36.88140998 36881.40998 3258846.142 1522726.619 62822547.87 19.28 MDV South Coast 2023 MDV Aggregate Aggregate Gasoline 1559902.035 7210563.701 0 3188.051046 3188051.046 60070040.07 South Coast 2023 MDV Aggregate Aggregate Diesel 19613.50466 92462.53217 0 33.91368569 33913.68569 784655.9403 South Coast 2023 MDV Aggregate Aggregate Electricity 12017.75416 61732.39119 171855.0799 0 0 445125.2375 South Coast 2023 MDV Aggregate Aggregate Plug-in Hybrid 10053.44096 41570.97836 70940.44124 8.322835871 8322.835871 67468.7074 464374.4805 752062.2021 11.15 MH South Coast 2023 MH Aggregate Aggregate Gasoline 30468.55432 3048.074174 0 59.14587153 59145.87153 287687.7216 South Coast 2023 MH Aggregate Aggregate Diesel 11533.11741 1153.311741 0 11.30112611 11301.12611 819648.6117 114141.8155 6302753.398 7.69 MHDT South Coast 2023 MHDT Aggregate Aggregate Gasoline 25436.77287 508938.9517 0 266.1846594 266184.6594 1361855.942 South Coast 2023 MHDT Aggregate Aggregate Diesel 112753.1691 1384256.954 0 542.1628262 542162.8262 4826755.64 South Coast 2023 MHDT Aggregate Aggregate Electricity 60.14211345 769.7741807 1354.591964 0 0 52048.54694 1295.841104 289973.7428 5.57 OBUS South Coast 2023 MHDT Aggregate Aggregate Natural Gas 1405.746156 12603.45034 0 8.268140472 8268.140472 68507.0989 South Coast 2023 OBUS Aggregate Aggregate Gasoline 5457.340752 109190.4738 0 43.78040647 43780.40647 220170.8028 South Coast 2023 OBUS Aggregate Aggregate Diesel 2949.128306 37294.91051 0 33.32983706 33329.83706 50038.16004 233227.1381 381057.5339 7.62 SBUS South Coast 2023 OBUS Aggregate Aggregate Natural Gas 467.0036657 4156.332625 0 3.280062265 3280.062265 28665.48863 South Coast 2023 SBUS Aggregate Aggregate Gasoline 2711.533402 10846.13361 0 13.42826072 13428.26072 119164.9071 South Coast 2023 SBUS Aggregate Aggregate Diesel 3377.128927 48900.82686 0 9.464602039 9464.602039 41441.52119 69271.73995 241028.6401 5.82 UBUS South Coast 2023 SBUS Aggregate Aggregate Electricity 3.674682915 53.20940862 49.36713892 0 0 42.69400814 South Coast 2023 SBUS Aggregate Aggregate Natural Gas 2976.329163 43097.24627 0 17.80624767 17806.24767 74753.64709 South Coast 2023 UBUS Aggregate Aggregate Gasoline 894.3697717 3577.479087 0 14.17067148 14170.67148 96960.55907 South Coast 2023 UBUS Aggregate Aggregate Diesel 14.61165815 58.44663261 0 0.262644403 1749.021883 South Coast 2023 UBUS Aggregate Aggregate Electricity 58.03212573 232.1285029 5326.224873 0 2539.586791 South Coast 2023 UBUS Aggregate Aggregate Natural Gas 4957.576963 19830.30785 0 190.2775974 593592.4153 Apx-252
537
GANDDINI GROUP INC.
714.795.3100 | ganddini.com
538
/0/1/2/3/4/5/6/7/8/9/7/10/10/1/9/7/8/5/11/5/0/1/2/7/12/13/14/1/15/2/16/14/7/5/17/18/2/7/7/9/7/8/5/11/5/17/2/1/19/9/7/8/5/11/5/20/14/9/12/10/5/21/5/22/9/23/1/2/16/14/7 /24/9/1/5/25/26/2/18/9/15/27/5/11/5/28/18/14/23/2/18/5/29/18/9/30/2/15/10/5/29/31/2/7/8/10/5/11/5/32/10/2/18/15/31/5/33/9/12/19/5/24/12/12/10/12/12/30/10/7/15 /34/35/36/37/38 /39 /40 /41/42/36/40/43/39/43
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539
<UNHIDDEN>
BELMONT SULTANA
WAREHOUSE PROJECT
NOISE IMPACT ANALYSIS
City of Ontario
March 4, 2022
prepared by
Catherine Howe, MS
Roma Stromberg INCE, MS
GANDDINI GROUP INC.
555 Parkcenter Drive, Suite 225
Santa Ana, CA 92705
(714) 795-3100 | ganddini.com Project No. 19480
540
Belmont Sultana Warehouse Project
Noise Impact Analysis
i 19480
TABLE OF CONTENTS
EXECUTIVE SUMMARY ................................................................................................................................................. III
1. INTRODUCTION ................................................................................................................................ .................... 1 Purpose and Objectives ................................................................................................................................................. 1 Project Location ............................................................................................................................................................... 1 Project Description .......................................................................................................................................................... 1
2. NOISE AND VIBRATION FUNDAMENTALS ................................................................................................ .. 4 Noise Fundamentals ....................................................................................................................................................... 4 Vibration Fundamentals ................................................................................................................................................. 4
3. EXISTING NOISE ENVIRONMENT ................................................................................................ .................... 8 Existing Land Uses and Sensitive Receptors ............................................................................................................ 8 Ambient Noise Measurements ..................................................................................................................................... 8
4. REGULATORY SETTING .................................................................................................................................... 12 Federal Regulation ........................................................................................................................................................ 12 Federal Noise Control Act of 1972 ............................................................................................................. 12 State Regulations .......................................................................................................................................................... 12 State of California General Plan Guidelines 2017 ................................................................................... 12 California Environmental Quality Act .......................................................................................................... 13 Local Regulations .......................................................................................................................................................... 14 Ontario Policy Plan ........................................................................................................................................... 14 City of Ontario Municipal Code .................................................................................................................... 14
5. ANALYTICAL METHODOLOGY AND MODEL PARAMETERS................................................................ 23 Construction Noise Modeling ................................................................................................................................... 23 Federal Highway Administration (FHWA) Traffic Noise Prediction Model................................................... 24 SoundPLAN Noise Model ........................................................................................................................................... 24
6. IMPACT ANALYSIS ............................................................................................................................................. 26 Impacts Related to Construction Noise .................................................................................................................. 26 Noise Impacts to Off-Site Receptors Due to Project Generated Trips .......................................................... 27 Noise impacts to Off-Site Receptors Due to On-Site Operational Noise ..................................................... 28 Exterior Noise Level Analysis ......................................................................................................................... 28 Interior Noise Level Analysis .......................................................................................................................... 28 Groundborne Vibration Impacts ............................................................................................................................... 29 Construction Vibration .................................................................................................................................... 29 Operational Vibration....................................................................................................................................... 30 Impacts to Project from Airports .............................................................................................................................. 30
7. IMPACTS - CEQA THRESHOLDS ..................................................................................................................... 41
8. REFERENCES ......................................................................................................................................................... 44
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Belmont Sultana Warehouse Project
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APPENDICES
Appendix A List of Acronyms
Appendix B Glossary
Appendix C Noise Measurement Field Worksheets
Appendix D Construction Noise Modeling
Appendix E Project Generated Trips FHWA Worksheets
Appendix F SoundPLAN Worksheets
Appendix G Vibration Worksheets
LIST OF TABLES
Table 1. Short-Term Noise Measurement Summary (dBA)....................................................................................... 9 Table 2. Long-Term Noise Measurement Summary (dBA) .................................................................................... 10 Table 3. City of Ontario Noise Exposures and Land Use Compatibility Guidelines ........................................ 18 Table 4. City of Ontario Exterior Noise Standards ................................................................................................... 19 Table 5. City of Ontario Interior Noise Standards .................................................................................................... 20 Table 6. Construction Vibration Damage Criteria .................................................................................................... 21 Table 7. Ground-Borne Vibration (GBV) Impact Criteria for General Vibration Assessment ....................... 22 Table 8. CA/T Equipment Noise Emissions and Acoustical Usage Factor Database ...................................... 31 Table 9. Construction Noise Levels (Leq) ................................................................................................................... 33 Table 10. Project Average Daily Traffic Volumes and Roadway Parameters ...................................................... 34 Table 11. Increase in Existing Noise Levels Along Roadways as a Result of Project (dBA CNEL) ................. 35 Table 12. Operational Noise Levels (dBA Leq) ............................................................................................................ 36 Table 13. Construction Equipment Vibration Source Levels ................................................................................... 37 Table 14. Construction Vibration Levels at the Nearest Receptors ....................................................................... 38
LIST OF FIGURES
Figure 1. Project Location Map .......................................................................................................................................... 2 Figure 2. Site Plan .................................................................................................................................................................. 3 Figure 3. Weighted Sound Levels in Common Environments ................................................................................... 6 Figure 4. Typical Levels of Groundborne Vibration ...................................................................................................... 7 Figure 5. Noise Measurement Location Map .............................................................................................................. 11 Figure 6. Operational Noise Levels (dBA Leq) ............................................................................................................ 39 Figure 7. Operational Noise Level Contours ............................................................................................................... 40
542
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EXECUTIVE SUMMARY
The purpose of this report is to provide an assessment of potential noise impacts associated with development and operation of the proposed project and to identify best management practices and/or mitigation measures that may be necessary to reduce those impacts. The noise issues related to the proposed land use and development have been evaluated considering applicable Federal, State, and local policies, including those of the City of Ontario.
Project Location
The 3.03-acre project site is located at the southeast corner of Belmont Street and Sultana Avenue, addressed at 500 Belmont Street, in the City of Ontario, California. The project site is currently vacant.
Project Description
The proposed project involves construction of a 59,984 square foot industrial building. The proposed project also includes 44 auto parking spaces and 2 trailer parking spaces. Access to the project site would be provided by two access driveways on Belmont Street.
Construction Impacts
Modeled unmitigated construction noise levels are expected to range between 55.2 and 76.5 dBA L eq
Construction noise sources are regulated within Section 5.29-09 of the City of Ontario’s Municipal Code which allows construction activities to take place between the hours of 7:00 AM and 6:00 PM weekdays and 9:00 AM to 6:00 PM weekends, excluding federal holidays. The proposed project will comply with the allowed hours of construction specified in Section 5.29-09 of the City of Ontario’s Municipal Code.
Impacts would be less than significant, and no mitigation is required. However, the following best management practices are recommended to further reduce construction noise, emanating from the proposed project:
Suggested Best Management Practices
1. Equip all construction equipment, fixed or mobile, with properly operating and maintained mufflers, consistent with manufacturer standards.
2. Place all stationary construction equipment so that emitted noise is directed away from the noise sensitive receptors nearest the project site.
3. As applicable, shut off all equipment when not in use.
4. Locate equipment staging in areas that create the greatest distance between construction-related noise/vibration sources and existing sensitive receptors.
5. Direct away and shield jackhammers, pneumatic equipment, and all other portable stationary noise sources from existing residences in the vicinity of the project site. Either one-inch plywood or sound blankets can be utilized for this purpose. They should reach up from the ground and block the line of sight between equipment and existing residences. The shielding should be without holes and cracks. Entryways should be located on the northern side.
6. Amplified music and/or voice will not be allowed on the project site.
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iv 19480
7. Haul truck deliveries will not occur outside of the hours presented as exempt for construction per Section
5.29-09 of the City of Ontario’s Municipal Code.
Noise Impacts to Off-Site Receptors Due to Project Generated Trips
The roadway noise level increases from project generated vehicular traffic were modeled utilizing a computer program that replicates the FHWA Traffic Noise Prediction Model FHWA-RD-77-108.
For off-site project generated noise, as stated in the Ontario Plan Draft EIR, increases in ambient noise along affected roadways due to project generated vehicle traffic is considered substantial if the project-related traffic would increase the CNEL at any noise-sensitive receptor by an audible amount of 3 dBA.
Project generated vehicle trips are anticipated to increase roadway noise by approximately 0.95 dBA CNEL.
Therefore, the change in noise level would be considered less than significant.
Noise Impacts to Off-Site Receptors Due to On-Site Operational Noise
In order to determine if it is likely to exceed the City’s noise thresholds, the SoundPLAN noise model was utilized to estimate project peak hour operational noise at the nearest noise sensitive receptors. Sections 5-
29.04 and 5-29.05 of the City’s Municipal Code include interior and exterior noise standards for a variety of land uses. Per Section 5-29.04, the City’s exterior standards for single-family residential properties are 65 dBA Leq during the daytime (7:00 AM to 10;00 PM) and 45 dBA L eq during the nighttime (10:00 PM to 7:00 AM).
In addition, the interior standards provided in Section 5-29.05 are 45 dBA Leq during the daytime and 40 dBA Leq during the nighttime at single-family residential properties.
As shown on the project site plans, a concrete screen wall ranging between approximately 10 to 11 feet is proposed around the loading/unloading area of the proposed warehouse. With incorporation of the proposed concrete screen wall, modeled peak hour operational noise levels would range between 34 to 42 dBA L eq at the nearest residential property lines to the project site. Therefore, project operational noise will not exceed either the exterior daytime residential standard nor the nighttime residential standard as set forth in Sections 5-29.04 and 5-29.05 of the City’s Municipal Code. This impact would be less than significant. No mitigation is required.
Typical buildings generally provide a conservative 20 dBA noise level reduction with “windows closed”. The City of Ontario Municipal Code Section 5-29.05 identifies interior noise level standards of 45 dBA during the daytime and 40 dBA during the nighttime for residential land uses. Considering that operational noise levels generated by the project are not expected to exceed 42 dBA Leq at existing residential uses, project operation will not result in interior noise levels that exceed either the daytime or nighttime interior noise standards. This impact would be less than significant. No mitigation is required.
Construction Vibration Impacts: Architectural Damage
The FTA identifies the threshold at which there is a risk to “architectural” damage to reinforced-concrete, steel or timber (no plaster) buildings as a peak particle velocity (PPV) of 0.5, at engineered concrete and masonry (no plaster) buildings as a PPV of 0.3, at non-engineered timber and masonry buildings as a PPV of 0.2 and at buildings extremely susceptible to vibration damage as a PPV of 0.1. Impacts would be significant if construction activities result in groundborne vibration of 0.2 PPV or higher at residential structures and/or a PPV of 0.3 or higher at commercial structures.
There are existing residential dwelling units as close as approximately 66 feet to the south, 75 feet to the west, 114 feet to the northwest and 90 feet to the east of the project property lines. At the closest residential lot (66 feet to the south), the use of a vibratory roller would be expected to generate a PPV of 0.049 in/sec and a bulldozer would be expected to generate a PPV of 0.021 in/sec. Therefore, use of either a vibratory roller or a bulldozer would not cause architectural damage to any nearby residential structures. 544
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In addition, the nearest off-site commercial/industrial building is located approximately 125 feet to the north project’s northern property line. At a distance of 125 feet, use of a vibratory roller would be expected to generate a PPV of 0.019 in/sec and a bulldozer would be expected to generate a PPV of 0.008 in/sec.
Therefore, their use on the project site would not cause architectural damage to the commercial and industrial structures located north of the project site.
Damage to structures due to groundborne vibration associated with project construction is not likely. This impact would be less than significant.
Construction Vibration Impacts: Annoyance
The FTA identifies a level of 72 VdB as the level in which vibration becomes strongly perceptible to sensitive receptors. The threshold for annoyance due to vibration (72 VdB at offsite sensitive uses) could theoretically be exceeded at existing residential receptors to the south, west, northwest, and east of the project site, and residents may be temporarily annoyed. However, the impact would only occur during daytime hours and will be temporary. The impact would be less than significant. No mitigation is required.
Operational Vibration
Operation related truck vibration is not expected to cause damage along road segments affected by project generated vehicle traffic. Vibration levels at the nearest residential structures (approximately 27 feet from the edge of the roadway) from off-site travel routes would be approximately 0.068 inches per second PPV or
0.048 inch per second RMS. Therefore, as the FTA vibration damage threshold is 0.2 inches per second PPV, operational truck vibration would not cause damage at sensitive receptors along road segments affected by project generated vehicle traffic. In addition, truck vibration would be intermittent and would vary in intensity depending on the distance from the receptor (i.e., the lane and direction of travel etc.). This impact would be less than significant.
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1. INTRODUCTION
This section describes the purpose of this noise impact analysis, project location, proposed development, and study area. Figure 1 shows the project location map and Figure 2 illustrates the project site plan.
PURPOSE AND OBJECTIVES
The purpose of this report is to provide an assessment of potential noise impacts associated with development and operation of the proposed project and to identify mitigation measures that may be necessary to reduce those impacts. The noise issues related to the proposed land use and development have been evaluated considering applicable Federal, State, and local policies, including those of the City of Ontario.
Although this is a technical report, effort has been made to write the report clearly and concisely. A list of acronyms and glossary are provided in Appendix A and Appendix B of this report to assist the reader with technical terms related to noise analysis.
PROJECT LOCATION
The 3.03-acre project site is located at the southeast corner of Belmont Street and Sultana Avenue, addressed at 500 Belmont Street, in the City of Ontario, California. The project site is currently vacant. A vicinity map showing the project location is provided on Figure 1.
PROJECT DESCRIPTION
The proposed project involves construction of a 59,984 square foot industrial building. The proposed project also includes 44 auto parking spaces and 2 trailer parking spaces. Access to the project site would be provided by two access driveways on Belmont Street. Figure 2 illustrates the project site plan.
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Figure 1
Project Location Map
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Figure 2
Site Plan
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2. NOISE AND VIBRATION FUNDAMENTALS
NOISE FUNDAMENTALS
Sound is a pressure wave created by a moving or vibrating source that travels through an elastic medium such as air. Noise is defined as unwanted or objectionable sound. The effects of noise on people can include general annoyance, interference with speech communication, sleep disturbance, and in extreme circumstances, hearing impairment.
Commonly used noise terms are presented in Appendix B. The unit of measurement used to describe a noise level is the decibel (dB). The human ear is not equally sensitive to all frequencies within the sound spectrum.
Therefore, the “A-weighted” noise scale, which weights the frequencies to which humans are sensitive, is used for measurements. Noise levels using A-weighted measurements are written dB(A) or dBA.
From the noise source to the receiver, noise changes both in level and frequency spectrum. The most obvious is the decrease in noise as the distance from the source increases. The manner in which noise reduces with distance depends on whether the source is a point or line source as well as ground absorption, atmospheric effects and refraction, and shielding by natural and manmade features. Sound from point sources, such as air conditioning condensers, radiates uniformly outward as it travels away from the source in a spherical pattern.
The noise drop-off rate associated with this geometric spreading is 6 dBA per each doubling of the distance (dBA/DD). Transportation noise sources such as roadways are typically analyzed as line sources, since at any given moment the receiver may be impacted by noise from multiple vehicles at various locations along the roadway. Because of the geometry of a line source, the noise drop-off rate associated with the geometric spreading of a line source is 3 dBA/DD.
Decibels are measured on a logarithmic scale, which quantifies sound intensity in a manner similar to the Richter scale used for earthquake magnitudes. Thus, a doubling of the energy of a noise source, such as a doubled traffic volume, would increase the noise levels by 3 dBA; halving of the energy would result in a 3 dBA decrease. Figure 3 shows the relationship of various noise levels to commonly experienced noise events.
Average noise levels over a period of minutes or hours are usually expressed as dBA L eq, or the equivalent noise level for that period of time. For example, L eq(3) would represent a 3-hour average. When no period is specified, a one-hour average is assumed.
Noise standards for land use compatibility are stated in terms of the Community Noise Equivalent Level (CNEL) and the Day-Night Average Noise Level (DNL). CNEL is a 24-hour weighted average measure of community noise. CNEL is obtained by adding five decibels to sound levels in the evening (7:00 PM to 10:00 PM), and by adding ten decibels to sound levels at night (10:00 PM to 7:00 AM). This weighting accounts for the increased human sensitivity to noise during the evening and nighttime hours. DNL is a very similar 24- hour average measure that weights only the nighttime hours.
It is widely accepted that the average healthy ear can barely perceive changes of 3 dBA; that a change of 5 dBA is readily perceptible, and that an increase (decrease) of 10 dBA sounds twice (half) as loud. This definition is recommended by the California Department of Transportation’s Technical Noise Supplement to the Traffic Noise Analysis Protocol (2013).
VIBRATION FUNDAMENTALS
The way in which vibration is transmitted through the earth is called propagation. Propagation of earthborn vibrations is complicated and difficult to predict because of the endless variations in the soil through which waves travel. There are three main types of vibration propagation: surface, compression and shear waves.
Surface waves, or Raleigh waves, travel along the ground’s surface. These waves carry most of their energy along an expanding circular wave front, similar to ripples produced by throwing a rock into a pool of water. 4 549
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Compression waves, or P-waves, are body waves that carry their energy along an expanding spherical wave front. The particle motion in these waves is longitudinal (i.e., in a “push-pull” fashion). P-waves are analogous to airborne sound waves. Shear waves, or S-waves, are also body waves that carry energy along an expanding spherical wave front. However, unlike P-waves, the particle motion is transverse or “side-to-side and perpendicular to the direction of propagation”.
As vibration waves propagate from a source, the energy is spread over an ever-increasing area such that the energy level striking a given point is reduced with the distance from the energy source. This geometric spreading loss is inversely proportional to the square of the distance. Wave energy is also reduced with distance as a result of material damping in the form of internal friction, soil layering, and void spaces. The amount of attenuation provided by material damping varies with soil type and condition as well as the frequency of the wave.
Vibration amplitudes are usually expressed as either peak particle velocity (PPV) or the root mean square (RMS) velocity. The PPV is defined as the maximum instantaneous peak of the vibration signal in inches per second. The RMS of a signal is the average of the squared amplitude of the signal in vibration decibels (VdB), ref one micro-inch per second. The Federal Railroad Administration uses the abbreviation “VdB” for vibration decibels to reduce the potential for confusion with sound decibel.
PPV is appropriate for evaluating the potential of building damage and VdB is commonly used to evaluate human response. Decibel notation acts to compress the range of numbers required in measuring vibration.
Similar to the noise descriptors, L eq and Lmax can be used to describe the average vibration and the maximum vibration level observed during a single vibration measurement interval. Figure 4 illustrates common vibration sources and the human and structural responses to ground-borne vibration. As shown on the figure, the threshold of perception for human response is approximately 65 VdB; however, human response to vibration is not usually substantial unless the vibration exceeds 70 VdB. Vibration tolerance limits for sensitive instruments such as magnetic resonance imaging (MRI) or electron microscopes could be much lower than the human vibration perception threshold.
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Figure 3
Weighted Sound Levels in Common Environments
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Source: Bruel & Kjaer 2001
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Figure 4
Typical Levels of Groundborne Vibration
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Source: FRA, 2012. Federal Railroad Administration High-Speed G round Transportation Noise and Vibration Impact Assessment. Office of Railroad Policy Development, Washington, D.C. DOT/FRA/ORD-12/15. September. 7 552
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3. EXISTING NOISE ENVIRONMENT
EXISTING LAND USES AND SENSITIVE RECEPTORS
The project site is bordered by Belmont Street to the north, a Union Pacific Railroad Company (UP) rail line to the east, Phillips Street to the south, and Sultana Avenue to the west.
The State of California defines sensitive receptors as those land uses that require serenity or are otherwise adversely affected by noise events or conditions. Schools, libraries, churches, hospitals, single and multiple- family residential, including transient lodging, motels and hotel uses make up the majority of these areas.
Furthermore, the City of Ontario, in the Ontario Plan Draft EIR, identifies sensitive noise receptors as residential, school, and open space/recreation areas where quite environments are necessary for public enjoyment, public health, and safety.
Sensitive land uses that may be affected by project noise include the existing single-family residential properties located approximately 50 feet to the south (across Phillips Street), 82 feet to the southwest (across the intersection of Phillips Street and Sultana Avenue), 60 feet to the west (across Sultana Avenue), 85 feet to the northwest (across the intersection of Belmont Street and Sultana Avenue), 120 feet to the northeast (across the intersection of Belmont Street and Monterey Avenue), and 85 feet to the east (across the UP rail line and Monterey Street) of the project site.
AMBIENT NOISE MEASUREMENTS
An American National Standards Institute (ANSI Section SI4 1979, Type 1) Larson Davis model LxT sound level meter was used to document existing ambient noise levels. In order to document existing ambient noise levels in the project area, three (3) 15-minute daytime noise measurements were taken between 2:02 PM and 3:29 PM on February 16, 2022. In addition, one (1) long-term 24-hour noise measurement was also taken from February 16, 2022, to February 17, 2022.
As shown on Figure 5, the noise meter was placed at the following locations:
STNM1: represents the existing noise environment of the single-family residences located to the west of the project site boundary on the western side of Sultana Avenue (1214 Sultana Avenue, Ontario).
The noise meter was placed near the eastern single-family residential property line on the western side of Sultana Avenue.
STNM2: represents the existing noise environment of the single-family residences located to the south of the project site (550 Phillips Street, Ontario). The noise meter was placed near the northern single-family residential property line south of Phillips Street. STNM3: represents the existing noise environment of the single-family residences located east of the project site (604 Monterey Avenue, Ontario). The noise meter was placed near the western property line of the residential uses approximately 50 feet east of an existing UP railroad line. LTNM1: was taken on the project site to represent the existing noise environment on and near the project site.
Table 1 provides a summary of the short-term ambient noise data. Table 2 provides hourly interval ambient noise data from the long-term noise measurement. Noise measurement field sheets and meter output is provided in Appendix C. Short-term ambient noise levels were measured between 59.5 and 65 dBA Leq. Long- term hourly noise measurement ambient noise levels ranged from 48.8 to 66 dBA Leq. Vehicles traveling along Sultana Avenue, Phillips Street, and Monterey Avenue as well as overheard airplanes were the dominant noise sources.
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Site Location Time Started Leq Lmax Lmin L(2) L(8) L(25) L(50) STNM1 2:02 PM 65.0 83.5 43.2 73.1 69.9 64.7 65.8
STNM2 2:42 PM 63.4 78.7 45.0 73.4 68.6 59.3 52.1
STNM3 3:14 PM 59.5 75.1 46.5 71.0 62.1 54.4 51.4
(1) See Figure 5 for noise measurement locations. Each noise measurement was performed over a 15-minute duration. (2) Noise measurements performed on February 16, 2022.
Notes:
Table 1
Short-Term Noise Measurement Summary (dBA)
Daytime Measurements1,2
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Leq Lmax Lmin L(2) L(8) L(25) L(50)
6:00 PM 57.7 92.7 36.8 65.3 58.0 52.4 48.8
6:00 PM 54.8 73.7 43.5 63.7 55.4 51.2 48.7
7:00 PM 59.2 84.2 43.3 67.4 56.4 50.9 48.3
8:00 PM 61.7 82.1 43.8 71.6 64.7 55.2 48.9
9:00 PM 61.2 79.9 43.1 72.5 66.7 51.8 47.9
10:00 PM 51.9 69.9 42.5 61.0 54.1 49.5 47.6
11:00 PM 54.3 75.9 41.4 65.2 55.6 50.0 46.6
12:00 AM 48.8 71.3 42.1 56.3 50.3 47.7 45.9
1:00 AM 50.2 70.5 44.4 57.0 52.7 48.8 47.7
2:00 AM 56.8 79.5 45.6 65.6 60.3 55.0 52.0
3:00 AM 50.9 70.3 39.3 58.6 53.5 50.8 46.9
4:00 AM 58.8 77.3 45.4 68.3 62.8 56.9 52.9
5:00 AM 56.9 73.6 45.4 65.6 61.1 55.9 52.5
6:00 AM 57.3 81.2 46.7 65.6 60.1 55.3 52.7
7:00 AM 55.9 71.7 46.9 62.4 59.5 56.2 54.1
8:00 AM 53.8 67.8 43.5 61.3 57.4 53.8 51.3
9:00 AM 50.8 67.7 36.8 59.9 53.1 50.0 47.6
10:00 AM 66.0 92.7 36.8 67.8 60.5 51.7 47.1
11:00 AM 60.2 90.6 40.0 62.5 54.1 49.5 46.9
12:00 PM 51.1 68.8 39.8 60.6 54.2 49.2 46.5
1:00 PM 51.1 70.2 38.6 60.9 54.0 48.9 46.1
2:00 PM 51.1 72.7 38.6 59.3 53.5 50.1 46.9
3:00 PM 54.5 72.5 39.4 64.8 57.5 51.2 47.9
4:00 PM 55.7 75.6 40.0 66.6 56.7 51.4 48.3
5:00 PM 56.1 81.0 41.9 65.7 58.3 52.1 48.9
(1)
(2)
Notes:
See Figure 5 for noise measurement locations. Noise measurement was performed over a 24-hour duration.
Noise measurement performed from February 16, 2022 to February 17, 2022. 19 20
21 22
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18 7
8 9
10 11
12 13
14 15
16 17
6 Table 2
Long-Term Noise Measurement Summary (dBA)
24-Hour Ambient Noise1,2
Hourly
Measurements Time Started
Overall Summary
1 2
3 4
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Figure 5
Noise Measurement Location Map
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Short-Term Noise MeasurementST NM
Long-Term Noise MeasurementLT NM
ST NM 1
LT NM 1
ST NM 2
ST NM 3
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4. REGULATORY SETTING
FEDERAL REGULATION
Federal Noise Control Act of 1972
The U.S. Environmental Protection Agency (EPA) Office of Noise Abatement and Control was originally established to coordinate federal noise control activities. After its inception, EPA’s Office of Noise Abatement and Control issued the Federal Noise Control Act of 1972, establishing programs and guidelines to identify and address the effects of noise on public health, welfare, and the environment. In response, the EPA published Information on Levels of Environmental Noise Requisite to Protect Public Health and Welfare with an Adequate Margin of Safety (Levels of Environmental Noise). The Levels of Environmental Noise recommended that the Ldn should not exceed 55 dBA outdoors or 45 dBA indoors to prevent significant activity interference and annoyance in noise-sensitive areas.
In addition, the Levels of Environmental Noise identified five (5) dBA as an “adequate margin of safety” for a noise level increase relative to a baseline noise exposure level of 55 dBA Ldn (i.e., there would not be a noticeable increase in adverse community reaction with an increase of five dBA or less from this baseline level). The EPA did not promote these findings as universal standards or regulatory goals with mandatory applicability to all communities, but rather as advisory exposure levels below which there would be no risk to a community from any health or welfare effect of noise.
In 1981, EPA administrators determined that subjective issues such as noise would be better addressed at lower levels of government. Consequently, in 1982 responsibilities for regulating noise control policies were transferred to State and local governments. However, noise control guidelines and regulations contained in EPA rulings in prior years remain in place by designated Federal agencies, allowing more individualized control for specific issues by designated Federal, State, and local government agencies.
STATE REGULATIONS
State of California General Plan Guidelines 2017
Though not adopted by law, the State of California General Plan Guidelines 2017, published by the California Governor’s Office of Planning and Research (OPR) (OPR Guidelines), provides guidance for the compatibility of projects within areas of specific noise exposure. The OPR Guidelines identify the suitability of various types of construction relative to a range of outdoor noise levels and provide each local community some flexibility in setting local noise standards that allow for the variability in community preferences. Findings presented in the Levels of Environmental Noise Document (EPA 1974) influenced the recommendations of the OPR Guidelines, most importantly in the choice of noise exposure metrics (i.e., Ldn or CNEL) and in the upper limits for the normally acceptable outdoor exposure of noise-sensitive uses.
The OPR Guidelines include a Noise and Land Use Compatibility Matrix which identifies acceptable and unacceptable community noise exposure limits for various land use categories. Where the “normally acceptable” range is used, it is defined as the highest noise level that should be considered for the construction of the buildings which do not incorporate any special acoustical treatment or noise mitigation. The “conditionally acceptable” or “normally unacceptable” ranges include conditions calling for detailed acoustical study prior to the construction or operation of the proposed project. The City of Ontario has adopted their own version of the State Land Use Compatibility Guidelines (see Table 3).
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California Environmental Quality Act
The California Environmental Quality Act Guidelines (Appendix G) establishes thresholds for noise impact analysis. This noise study includes analysis of noise and vibration impacts necessary to assess the project in light of the following Appendix G Checklist Thresholds.
Would the project result in:
a) 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?
Substantial increases in ambient noise levels are usually associated with project construction noise (temporary) and project operational noise (permanent).
Project Construction Noise: Construction noise sources are regulated within Section 5.29-09 of the City of Ontario’s Municipal Code which allows construction activities to take place between the hours of 7:00 AM and 6:00 PM weekdays and 9:00 AM to 6:00 PM weekends, excluding federal holidays. Construction activities that occur outside of these hours is allowed as long as it does not violate the stationary noise standards presented in Tables 4 and 5.
Project Operational Noise (permanent): The proposed project has the potential to generate on-site and off- site noise. For on-site generated noise, the City of Ontario Municipal Code Sections 5-29.04 and 5-29.05 includes noise level standards for different land use types. As shown in Table 4, the City’s exterior standards for single-family residential properties are 65 dBA Leq during the daytime (7:00 AM to 10:00 PM) and 45 dBA Leq during the nighttime (10:00 PM to 7:00 AM). In addition, as shown in Table 5, the City’s interior standards for single-family residential properties are 45 dBA Leq during the daytime and 40 dBA Leq during the nighttime.
The Ontario Plan Draft EIR (discussed below) determined that project generated increases in ambient noise levels due to vehicle traffic would occur if the buildout of the proposed plan resulted in increases in ambient noise levels of 3 dBA CNEL or more along affected roadways.
b) Generate excessive groundborne vibration or groundborne noise levels?
The City currently does not have any adopted standards, guidelines, or thresholds relative to ground-borne vibration. Ground-borne noise refers to the noise generated by ground-borne vibration. Ground-borne noise that accompanies the building vibration is usually perceptible only inside buildings and typically is only an issue at locations with subway or tunnel operations where there is no airborne noise path or for buildings with substantial sound insulation such as a recording studio.1 As such, available guidelines from the Federal Transit Administration (FTA) are utilized to assess impacts due to ground-borne vibration. The FTA has adopted vibration standards that are used to evaluate potential building damage impacts related to construction activities. As shown in Table 6, the threshold at which there is a risk to “architectural” damage to reinforced- concrete, steel or timber (no plaster) buildings is a peak particle velocity (PPV) of 0.5, at engineered concrete and masonry (no plaster) buildings a PPV of 0.3, at non-engineered timber and masonry buildings a PPV of
0.2 and at buildings extremely susceptible to vibration damage a PPV of 0.1.
The FTA has also adopted standards associated with human annoyance for groundborne vibration impacts for the following three land-use categories:
(1) Vibration Category 1 – High Sensitivity,
1 Federal Transit Administration, Transit Noise and Vibration Impact Assessment, May 2018, pp 108, 112. 13 558
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(2) Vibration Category 2 – Residential, and
(3) Vibration Category 3 – Institutional.
The FTA defines Category 1 as buildings where vibration would interfere with operations within the building, including vibration-sensitive research and manufacturing facilities, hospitals with vibration-sensitive equipment, and university research operations. Vibration-sensitive equipment includes, but is not limited to, electron microscopes, high-resolution lithographic equipment, and normal optical microscopes. Category 2 refers to all residential land uses and any buildings where people sleep, such as hotels and hospitals. Category 3 refers to institutional land uses such as schools, churches, other institutions, and quiet offices that do not have vibration-sensitive equipment, but still have the potential for activity interference. The vibration criteria associated with human annoyance for these three land-use categories are shown in Table 7. Table 7 shows that 72 VdB is the threshold for annoyance from groundborne vibration at sensitive receptors.
Therefore, impacts related to building damage would be significant if construction activities result in groundborne vibration of 0.2 PPV or higher at residential structures and/or a PPV of 0.3 or higher at commercial structures. Impacts related to human annoyance would be significant if they result in groundborne vibration levels that exceed 72 VdB at sensitive receptor locations.
LOCAL REGULATIONS
Ontario Policy Plan
The Ontario Policy Plan presents criteria used to assess the compatibility of proposed land uses with the noise environment (see Table 3). As shown in Table 3, industrial warehouse uses are considered clearly acceptable in exterior noise environments that reach up to 70 dBA CNEL and normally acceptable in noise environments that reach up to 80 dBA CNEL. These standards apply to the land use of the proposed project itself.
The Ontario Policy Plan has also established goals and policies regarding noise within the City. The goals and policies applicable to the proposed project are below.
Goal S4 An environment where noise does not adversely affect the public’s health, safety, and welfare.
Policies:
S4-1 Noise Mitigation. We utilize the City’s Noise Ordinance, building codes and subdivision and development codes to mitigate noise impacts.
S4-4 Truck Traffic. We manage truck traffic to minimize noise impacts on sensitive land uses.
S4-6 Airport Noise Compatibility. We utilize information from Airport Land Use Compatibility Plans to prevent the construction of new noise sensitive land uses within airport noise impact zones.
City of Ontario Municipal Code
Section 5-29.03 Designated Noise Zones.
The properties hereinafter described shall be assigned to the following noise zones:
Noise Zone I: All single-family residential properties; Noise Zone II: All multi-family residential properties and mobile home parks; Noise Zone III: All commercial property;
Noise Zone IV: The residential portion of mixed-use properties; 14 559
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Noise Zone V: All manufacturing or industrial properties and all other uses.
The actual use of the property, and not necessarily its zoning designation, shall be the determining factor in establishing whether a property is in Noise Zone I, II, III, IV or V, provided that the actual use is a legal use within the applicable zone.
Section 5-29.04 Exterior Noise Standards.
a) The exterior noise standards in Table 4 , unless otherwise specifically indicated, shall apply to all properties within a designated noise zone.
1. If the ambient noise level exceeds the resulting standard, the ambient noise level shall be the standard.
2. Measurements for compliance are made on the affected property pursuant to Section 5-29.15.
b) It is unlawful for any person at any location within the incorporated area of the City to create noise, or to allow the creation of any noise on property owned, leased, occupied or otherwise controlled by such person, which noise causes the noise level, when measured at any location on any other property, to exceed either of the following:
1. The noise standard for the applicable zone for any fifteen-minute (15) period; and
2. A maximum instantaneous (single instance) noise level equal to the value of the noise standard plus twenty (20) dBA for any period of time (measured using A-weighted slow response).
c) In the event the ambient noise level exceeds the noise standard, the maximum allowable noise level under such category shall be increased to reflect the maximum ambient noise level.
d) The Noise Zone IV standard shall apply to that portion of residential property falling within one hundred (100) feet of a commercial property or use, if the noise originates from that commercial property or use.
e) If the measurement location is on a boundary between two (2) different noise zones, the lower noise level standard applicable to the noise zone shall apply.
Section 5-29.05 Interior Noise Standards.
a) The interior noise standards in Table 5 , unless otherwise specifically indicated, shall apply to all properties within a designated noise zone.
1. If the ambient noise level exceeds the resulting standard, the ambient noise level shall be the standard.
2. Measurements for compliance are made on the affected property pursuant to Section 5-29.15.
b) It is unlawful for any person at any location within the incorporated area of the City to create noise, or to allow the creation of any noise on property owned, leased, occupied or otherwise controlled by such person, which noise causes the noise level, when measured at any location on any other property, to exceed either of the following:
1. The noise standard for the applicable zone for any fifteen-minute (15) period; and
2. A maximum instantaneous (single instance) noise level equal to the value of the noise standard plus twenty (20) dBA for any period of time (measured using A-weighted slow response).
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c) In the event the ambient noise level exceeds the noise standard, the maximum allowable noise level under such category shall be increased to reflect the maximum ambient noise level.
d) The Noise Zone IV standard shall apply to that portion of residential property falling within one hundred (100) feet of a commercial property or use if the noise originates from that commercial property or use.
e) If the measurement location is on a boundary between two (2) different noise zones, the lower noise level standard applicable to the noise zone shall apply.
Section 5-29.06 Exemptions.
The following activities shall be exempted from the provisions of this chapter:
c) Any mechanical device, apparatus or equipment used, related to or connected with emergency machinery, vehicle, work or warning alarm or bell, provided the sounding of any bell or alarm on any building or motor vehicle shall terminate its operation within forty-five (45) minutes in any hour of its being activated;
d) Noise sources associated with construction, repair, remodeling, demolition or grading of any real property. Such activities shall instead be subject to the provisions of Section 5-29.09;
g) Noise sources associated with the maintenance of real property. Such activities shall instead be subject to the provisions of Section 5-29.08;
Section 5-29.08 Real Property Maintenance Noise Regulations.
a) No person, while engaged in maintenance of real property, shall operate any tool, equipment or machine in a manner that produces loud noise that disturbs a person of normal sensitivity who works or resides in the vicinity, or a Police or Code Enforcement Officer, except between the hours of 8:00 AM and 6:00 PM.
b) Trimming or pruning that requires the use of chainsaws or mulching machines shall only be allowed between the hours of 8:00 AM and 6:00 PM on a weekday and between the hours of 9:00 AM and 5:00 PM on Saturday or Sunday.
c) The use of electrical or gasoline powered blowers, such as commonly used by gardeners or other persons for cleaning lawns, yards, driveways, gutters and other property shall only be allowed between the hours of 8:00 AM and 6:00 PM on a weekday and between the hours of 9:00 AM and 5:00 PM on Saturday or Sunday.
d) No landowner, gardener, property maintenance service, contractor, subcontractor, or employer shall permit or allow any person or persons working under his or her direction or control to operate any tool, equipment or machine in violation of the provisions of this section.
Section 5-29.09 Construction Activity Noise Regulations.
a) No person, while engaged in construction, remodeling, digging, grading, demolition, or any other related building activity, shall operate any tool, equipment or machine in a manner that produces loud noise that disturbs a person of normal sensitivity who works or resides in the vicinity, or a Police or Code Enforcement Officer, on any weekday except between the hours of 7:00 AM and 6:00 PM or on Saturday or Sunday between the hours of 9:00 AM and 6:00 PM. 16 561
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b) No landowner, construction company owner, contractor, subcontractor, or employer shall permit or allow any person or persons working under their direction and control to operate any tool, equipment or machine in violation of the provisions of this section.
c) Exceptions:
3. Any construction that complies with the noise limits specified in Sections 5-29.04 and 5-29.05.
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Category Land Use
Single Family/ Duplex
Multi-Family
Mobile Homes
Hotel/Motels
Schools/Hospitals
Churches/Libraries
Auditoriums/Concert Halls
Offices
Retail
Manufacturing
Warehousing
Parks/Playgrounds
Golf Courses/Riding Stables
Outdoor Spectator Sports
Outdoor Music Shells/Amphitheaters
Livestock/Wildlife Preserves
Crop Agriculture
Clearly Acceptable:
Normally Acceptable:
Normally Unacceptable:
Clearly Unacceptable:
Table 3
Public/
Institutional
Commercial
Industrial
Recreational/
Open Space
Land Use Categories Community Noise Equivalent Level (CNEL) Residential/
Lodging
City of Ontario Noise Level Exposures and Land Use Compatibility Guidelines No special noise insulation required, assuming buildings of normal conventional construciton.
Acoustical reports will be required for major new residential construciton. Conventional constuction with closed windows and fresh air supply systems of air conditioning will normally suffice.
New construction should be discouraged. Noise/aviation easements required for all new construction. If new construction or development does proceed, a detailed analysis of the noise reduction requirements must be made and necessary noise insulation features included.
No new construction should be permitted.
Source: City of Ontario Plan, 2010.
55 60 65 70 75 80
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Noise Zone Type of Land Use 7:00 AM to 10:00 PM 10:00 PM to 7:00 AM I Single-Family Residential 65 dBA 45 dBA
II Multi-Family Residential, Mobile Home Parks 65 dBA 50 dBA III Commercial Property 65 dBA 60 dBA
IV Residential Portion of Mixed Use 70 dBA 70 dBA
V Manufacturing and Industrial, Other Uses 70 dBA 70 dBA Source: City of Ontario Municipal Code Section 5-29.04 Exterior Noise Standards.
Table 4
City of Ontario Exterior Noise Standards
Allowable Exterior Noise Level Allowed Equivalent Noise Level, Leq.
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Noise Zone Type of Land Use 7:00 AM to 10:00 PM 10:00 PM to 7:00 AM I Single-Family Residential 45 dBA 40 dBA
II Multi-Family Residential, Mobile Home Parks 45 dBA 40 dBA IV Residential Portion of Mixed Use 45 dBA 40 dBA
Source: City of Ontario Municipal Code Section 5-29.05 Interior Noise Standards.
Table 5
City of Ontario Interior Noise Standards
Allowable Interior Noise Level Allowed Equivalent Noise Level, Leq.
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Building/Structural Category PPV, in/sec Approximate Lv 1 I. Reinforced-concrete, steel or timber (no plaster) 0.5 102 II. Engineered concrete and masonry (no plaster) 0.3 98 III. Non-engineered timber and masonry buildings 0.2 94 IV. Buildings extremelly susceptible to vibration damage 0.1 90 (1) RMS velocity in decibels, VdB re 1 micro-in/sec.
Table 6
Construction Vibration Damage Criteria
Notes:
Source: Federal Transit Administration (FTA), Transit Noise and Vibration Impact Assessment Manual (September 2018).
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Frequent Events Occasional Events Infrequent Events
Category 1: Buildings where vibration would
interfere with interior operations. 65 VdB* 65 VdB* 65 VdB* Category 2: Residences and buildings where
people normally sleep. 72 VdB 75 VdB 80 VdB
Category 3: Institutional land uses with primarily
daytime use. 75 VdB 78 VdB 83 VdB
Source: Federal Transit Administration (FTA), Transit Noise and Vibration Impact Assessment Manual (September 2018). *This criterion limit is based on levels that are acceptable for most moderately sensitive equipment such as optical microscopes. For equipment that is more sensitive, a Detailed Vibration Analysis must be performed.
Land Use Category
Table 7
Ground-Borne Vibration (GBV) Impact Criteria for General Vibration Assessment GBV Impact Levels (VdB re 1 micro-inch/sec)
Notes:
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5. ANALYTICAL METHODOLOGY AND MODEL PARAMETERS
This section discusses the analysis methodologies used to assess noise impacts.
CONSTRUCTION NOISE MODELING
Construction noise associated with the proposed project was calculated at the sensitive receptor locations, utilizing methodology presented in the Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment Manual (2018) together with several key construction parameters including: distance to each sensitive receiver, equipment usage, percent usage factor, and baseline parameters for the project site.
Distances to receptors were based on the acoustical center of the project site. The equipment used to calculate the construction noise levels for each phase were based on the assumptions provided in the CalEEMod modeling in the Air Quality, Greenhouse Gas, HRA, and Energy Impact Analysis prepared for the proposed project (Ganddini Group, 2022). For construction noise purposes, the distance measured from the project site to sensitive receptors was assumed to be the acoustical center of the project site to the property line of residential properties with existing residential buildings. Sound emission levels associated with typical construction equipment as well as typical usage factors provided in Table 8 were utilized for modeling purposes. Construction noise worksheets are provided in Appendix D.
FEDERAL HIGHWAY ADMINISTRATION (FHWA) TRAFFIC NOISE PREDICTION MODEL The roadway noise level increases from project generated vehicular traffic were modeled utilizing a computer program that replicates the FHWA Traffic Noise Prediction Model FHWA-RD-77-108.
The FHWA Traffic Noise Prediction Model arrives at a predicted noise level through a series of adjustments to the Reference Energy Mean Emission Level (REMEL). In California the national REMELs are substituted with the California Vehicle Noise (Calveno) Emissions Levels. 2 Adjustments are then made to the REMEL to account for: total average daily traffic volumes, roadway classification (i.e., collector, secondary, major or arterial), the roadway active width (i.e., distance between the center of the outermost travel lanes on each side of the roadway), travel speed, truck mix (i.e., percentage of automobiles, medium trucks, and heavy trucks in the traffic volume), roadway grade and site conditions (hard or soft ground surface relating to the absorption of the ground, pavement, or landscaping). Research conducted by Caltrans identifies that the use of soft site conditions is appropriate for the application of the FHWA traffic noise prediction model.3 Therefore, surfaces adjacent to all modeled roadways were assumed to have a “soft site”. Possible reductions in noise levels due to intervening topography and buildings were not accounted for in this analysis.
Project average daily vehicle trips were obtained from the Belmont Sultana Warehouse Project Level of Service and Vehicle Miles Traveled Screening Assessment (VMT Screening Assessment) (Ganddini Group, Inc., February 9, 2022). As no project trip distribution was provided in the VMT Screening Assessment, it was assumed that all project trips would travel along Belmont Street in the vicinity of the project site. The City does not have existing average daily vehicle counts for Belmont Street 4; therefore, to be conservative, the existing average daily traffic along Belmont Street was estimated using measured ambient noise levels. Existing Plus Project vehicle mixes were calculated by adding the proposed project trips to existing conditions. FHWA spreadsheets are included in Appendix E.
2 California Department of Transportation Environmental Program, Office of Environmental Engineering. Use of California Vehicle Noise Reference Energy Mean Emission Levels (Calveno REMELs) in FHWA Highway Traffic Noise Prediction. September 1995. TAN 95-
03. 3 California Department of Transportation. Traffic Noise Attenuation as a Function of Ground and Vegetation Final Report. June 1995.
FHWA/CA/TL-95/23.
4 https://www.ontarioca.gov/TrafficEngineering
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SOUNDPLAN NOISE MODEL
The SoundPLAN acoustical modeling software was utilized to model project operational worst-case stationary noise impacts from the proposed project to adjacent sensitive uses (e.g., residences). SoundPLAN is capable of evaluating stationary noise sources (e.g., parking lots, drive-thru menus, carwash equipment, vacuums, etc.) and much more. The SoundPLAN software utilizes algorithms (based on the inverse square law) to calculate noise level projections. The software allows the user to input specific noise sources, spectral content, sound barriers, building placement, topography, and sensitive receptor locations. In addition to the information provided below, noise modeling input and outputs assumptions are provided in Appendix F.
The peak hour Leq associated with project operation was modeled utilizing representative sound levels in the SoundPLAN model. Modeled noise sources include parking lot noise, loading/unloading areas and HVAC equipment. All noise sources were modeled to be in full operation. This is a conservative modeling effort, given that in actuality, not all noise sources are not in operation continuously for an entire hour.
Parking Lot Noise
Parking lot noise was calculated using SoundPLAN methodology. Specifically, the traffic volume of the parking lot is entered with the number of moves per parking, the hour and the number of parking bays. The user defines whether the parking lots are for automobiles, motorcycles, or trucks, and the emission level of a parking lot is automatically adjusted accordingly. The values for the number of parking moves for each time slice is the number of parking moves per reference unit (most often per parking bay), averaged for the hour 5.
SoundPLAN utilizes parking lot noise emission levels from the 6th revised edition of the parking lot study “Recommendations for the Calculation of Sound Emissions of Parking Areas, Motorcar Centers and Bus Stations as well as of Multi-Story Car Parks and Underground Car Parks ” published by the Bavarian Landesamt für Umwelt, which provides calculation methods to determine the emissions of parking lots. The Lw descriptor represents the sound power level.
The parking lot emission table documents the reference level (Lw, ref) from the parking lot study.
Lw, ref = Lw0 + KPA + KI + KD + KStrO + 10 log(B) [dB(A)] With the following parameters:
Lw0 = Basic sound power, sound power level of one motion / per hour on P+R areas = 63 dB(A) KPA = Surcharge parking lot type
KI = Surcharge for impulse character
KD = Surcharge for the traffic passaging and searching for parking bays in the driving lanes 2,5 * lg (f * B - 9) f = Parking bays per unit of the reference value
B = Reference value
KStrO = Surcharge for the road surface
B = Reference value
Loading/Unloading
The proposed loading area/truck ramp was modeled using an area source equivalent to a sound level of 70 dBA.
5 SoundPLAN Essential 4.0 Manual. SoundPLAN International, LLC. May 2016. 24 569
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Mechanical Equipment (HVAC Units) Noise
A noise reference level of 67.7 dBA at 3 feet (sound power level of 78.7 dB) was utilized to represent rooftop 5 Ton Carrier HVAC units 6. The roof plans provided by the project applicant show two rooftop mechanical units. The noise source height for each HVAC unit was assumed at 1 meter above the roof top. Roof top is assumed to be approximately 13.4 meters (~44 feet) above grade. 6 MD Acoustics, LLC Noise Measurement Data for RTU –Carrier 50TFQ0006 and car alarm. 25 570
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6. IMPACT ANALYSIS
This impact discussion analyzes the potential for noise and/or groundborne vibration impacts to cause the exposure of a person to, or generation of, noise levels in excess of established City of Ontario standards related to: construction, operation, and transportation noise related impacts to, or from, the proposed project.
IMPACTS RELATED TO CONSTRUCTION NOISE
The construction phases for the proposed project are anticipated to include grading, building construction, paving and architectural coating. Assumptions for the phasing, duration, and required equipment for the construction of the proposed project were obtained from the project applicant. Construction activities are anticipated to begin no sooner than the beginning of February 2022 and be completed by early November 2023.
Construction noise will vary depending on the construction process, type of equipment involved, location of the construction site with respect to sensitive receptors, the schedule proposed to carry out each task (e.g., hours and days of the week) and the duration of the construction work. The existing residential uses located to the northeast, east, south, southwest, west, and northwest of the project site may be affected by short- term noise impacts associated with construction noise.
Construction noise associated with the proposed project was calculated utilizing methodology presented in the Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment Manual (2018) together with several key construction parameters including: distance to each sensitive receiver, equipment usage, percent usage factor, and baseline parameters for the project site. Distances to receptors were based on the acoustical center of the proposed construction activity. Construction noise levels were calculated for each phase. Anticipated noise levels during each construction phase are presented in Table 9. Worksheets for each phase are included as Appendix D.
A comparison of existing noise levels and project construction noise levels at the closest receptor locations are presented in Table 9. STNM1 was chosen to represent noise levels at the property line of the single-family residential uses located northwest, west, and southwest of the project site, STNM2 was chosen to represent noise levels at the property lines of the single-family residential uses to the south of the project site, and STNM3 was chosen to represent noise levels at the property lines of the single-family residential uses to the east and northeast of the project site.
Modeled unmitigated construction noise levels are expected to range between 55.2 and 76.5 dBA L eq (see Table 9). The expected duration of each phase and the loudest sound level at the nearest sensitive receptor (single-family residential to south) is presented below:
Phase Number of Days Maximum Leq
Grading 6 76.5
Building Construction 185 75.5
Paving 10 74.9
Architectural Coating 10 64.6
As discussed earlier, construction noise sources are regulated within Section 5.29-09 of the City of Ontario’s Municipal Code which allows construction activities to take place between the hours of 7:00 AM and 6:00 PM weekdays and 9:00 AM to 6:00 PM weekends, excluding federal holidays. Construction activities that occur outside of these hours are acceptable as long as they comply with stationary noise standards presented in Tables 4 and 5. As shown in Table 9, only the construction noise levels during the architectural coating phase of construction would comply with the City’s daytime (7:00 AM to 10:00 PM) exterior stationary noise standard of 65 dBA L eq at existing sensitive receptors. However, the proposed project will comply with the allowed hours of construction specified in Section 5.29-09 of the City of Ontario’s Municipal Code. 26 571
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Impacts would be less than significant, and no mitigation is required. However, the following best management practices are recommended to further reduce construction noise, emanating from the proposed project:
Suggested Best Management Practices
1. Equip all construction equipment, fixed or mobile, with properly operating and maintained mufflers, consistent with manufacturer standards.
2. Place all stationary construction equipment so that emitted noise is directed away from the noise sensitive receptors nearest the project site.
3. As applicable, shut off all equipment when not in use.
4. Locate equipment staging in areas that create the greatest distance between construction-related noise/vibration sources and existing sensitive receptors.
5. Direct away and shield jackhammers, pneumatic equipment, and all other portable stationary noise sources from existing residences in the vicinity of the project site. Either one-inch plywood or sound blankets can be utilized for this purpose. They should reach up from the ground and block the line of sight between equipment and existing residences. The shielding should be without holes and cracks. Entryways should be located on the northern side.
6. Amplified music and/or voice will not be allowed on the project site.
7. Haul truck deliveries will not occur outside of the hours presented as exempt for construction per Section
5.29-09 of the City of Ontario’s Municipal Code.
Off-Site Construction Activity
Construction truck trips would occur throughout the construction period. According to the FHWA, the traffic volumes need to be doubled in order to increase noise levels by 3 dBA CNEL. 7 As shown in the CalEEMod output files provided in the Air Quality, Global Climate Change, HRA and Energy Impact Analysis prepared for the proposed project (Ganddini Group, 2022) the greatest number of construction related vehicle trips per day would be during grading at up to 156 vehicle trips per day (10 for worker trips and 146 for hauling trips).
Given the project site’s proximity to the 60 Freeway, it is anticipated that vendor and/or haul truck traffic would take the most direct route to the appropriate freeway ramps. Therefore, the addition of project vendor/haul trucks and worker vehicles per day along off-site roadway segments would not be anticipated to result in a doubling of traffic volumes. Off-site project generated construction vehicle trips would result in a negligible noise level increase and would not result in a substantial increase in ambient noise levels. Impacts would be less than significant. No mitigation measures are required.
NOISE IMPACTS TO OFF-SITE RECEPTORS DUE TO PROJECT GENERATED TRIPS
During operation, the proposed project is expected to generate approximately 103 average daily trips with 9 trips during the AM peak-hour and 11 trips during the PM peak-hour. A worst-case project generated traffic noise level was modeled utilizing the FHWA Traffic Noise Prediction Model - FHWA-RD-77-108. Traffic noise levels were calculated at the right-of-way from the centerline of the analyzed roadway. The modeling is theoretical and does not take into account any existing barriers, structures, and/or topographical features that may further reduce noise levels. Therefore, the levels are shown for comparative purposes only to show the difference in with and without project conditions. Roadway input parameters including average daily traffic volumes (ADTs), speeds, and vehicle distribution data is shown in Table 10. The potential off-site noise impacts
7 Federal Highway Administration, Highway Noise Prediction Model, December 1978. 27 572
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caused by an increase of traffic from operation of the proposed project on the nearby roadways were calculated for the following scenarios:
Existing Year (without Project): This scenario refers to existing year traffic noise conditions and is demonstrated in Table 10.
Existing Year (With Project) : This scenario refers to existing year plus project traffic noise conditions and is demonstrated in Table 10.
As shown in Table 11, modeled Existing traffic noise levels along Belmont Street are 64 dBA CNEL at the right-of-way of each modeled roadway segment and the modeled Existing Plus Project traffic noise levels along Belmont Street are 65 dBA CNEL at the right-of-way of each modeled roadway segment.
As stated previously, for purposes of this project, increases in ambient noise along affected roadways due to project generated vehicle traffic is considered substantial if the project-related traffic would increase the CNEL at any noise-sensitive receptor by an audible amount of 3 dBA.
Project generated vehicle trips are anticipated to increase roadway noise by approximately 0.95 dBA CNEL (see Table 11). Therefore, the change in noise level would be considered less than significant. No mitigation is required.
NOISE IMPACTS TO OFF-SITE RECEPTORS DUE TO ON-SITE OPERATIONAL NOISE
The nearest sensitive receptors to the project site include the 50 feet to the south, 82 feet to the southwest, 60 feet to the west, 85 feet to the northwest, 120 feet to the northeast, and 85 feet to the east of the project site.
As stated previously, Sections 5-29.04 and 5-29.05 of the City’s Municipal Code include interior and exterior noise standards for a variety of land uses. Per Section 5-29.04, the City’s exterior standards for single-family residential properties are 65 dBA L eq during the daytime (7:00 AM to 10;00 PM) and 45 dBA L eq during the nighttime (10:00 PM to 7:00 AM). In addition, the interior standards provided in Section 5-29.05 are 45 dBA Leq during the daytime and 40 dBA Leq during the nighttime at single-family residential properties.
Exterior Noise Level Analysis
As shown on the project site plans, a concrete screen wall ranging between approximately 10 to 11 feet is proposed around the loading/unloading area of the proposed warehouse. With incorporation of the proposed concrete screen wall, as shown in Table 12and on Figure 6 and 7, modeled peak hour operational noise levels would range between 34 to 42 dBA Leq at the nearest residential property lines to the project site. Therefore, project operational noise will not exceed either the exterior daytime residential standard of 65 dBA L eq nor the nighttime residential standard of 45 dBA L eq as set forth in Sections 5-29.04 and 5-29.05 of the City’s Municipal Code. This impact would be less than significant. No mitigation is required.
Interior Noise Level Analysis
Typical buildings generally provide a conservative 20 dBA noise level reduction with “windows closed”. The City of Ontario Municipal Code Section 5-29.05 identifies interior noise level standards of 45 dBA during the daytime and 40 dBA during the nighttime for residential land uses. Considering that operational noise levels generated by the project are not expected to exceed 42 dBA Leq at existing residential uses, project operation will not result in interior noise levels that exceed either the daytime or nighttime interior noise standards. This impact would be less than significant. No mitigation is required.
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GROUNDBORNE VIBRATION IMPACTS
Construction Vibration
There are several types of construction equipment that can cause vibration levels high enough to annoy persons in the vicinity and/or result in architectural or structural damage to nearby structures and improvements. For example, as shown in Table 13, a vibratory roller could generate up to 0.21 PPV at a distance of 25 feet; and operation of a large bulldozer (0.089 PPV) at a distance of 25 feet (two of the most vibratory pieces of construction equipment). Groundborne vibration at sensitive receptors associated with this equipment would drop off as the equipment moves away. For example, as the vibratory roller moves further than 100 feet from the sensitive receptors, the vibration associated with it would drop below 0.0026 PPV. It should be noted that these vibration levels are reference levels and may vary slightly depending upon soil type and specific usage of each piece of equipment.
Architectural Damage
Vibration generated by construction activity generally has the potential to damage structures. This damage could be structural damage, such as cracking of floor slabs, foundations, columns, beams, or wells, or cosmetic architectural damage, such as cracked plaster, stucco, or tile. (California Department of Transportation, 2020)
Table 6 identifies the threshold at which there is a risk to “architectural” damage to reinforced-concrete, steel or timber (no plaster) buildings as a peak particle velocity (PPV) of 0.5, at engineered concrete and masonry (no plaster) buildings as a PPV of 0.3, at non-engineered timber and masonry buildings as a PPV of 0.2 and at buildings extremely susceptible to vibration damage as a PPV of 0.1. Therefore, impacts would be significant if construction activities result in groundborne vibration of 0.2 PPV or higher at residential structures and/or a PPV of 0.3 or higher at commercial structures.
There are existing residential dwelling units as close as approximately 66 feet to the south, 75 feet to the west, 114 feet to the northwest and 90 feet to the east of the project property lines. As shown in Table 14, at the closest residential lot (66 feet to the south), the use of a vibratory roller would be expected to generate a PPV of 0.049 in/sec and a bulldozer would be expected to generate a PPV of 0.021 in/sec. Therefore, use of either a vibratory roller or a bulldozer would not cause architectural damage to any nearby residential structures.
In addition, the nearest off-site commercial/industrial building is located approximately 125 feet to the north project’s northern property line. As shown in Table 14, at a distance of 125 feet, use of a vibratory roller would be expected to generate a PPV of 0.019 in/sec and a bulldozer would be expected to generate a PPV of 0.008 in/sec. Therefore, their use on the project site would not cause architectural damage to the commercial and industrial structures located north of the project site.
Damage to structures due to groundborne vibration associated with project construction is not likely. This impact would be less than significant. Vibration worksheets are provided in Appendix G.
Annoyance to Persons
The primary effect of perceptible vibration is often a concern. However, secondary effects, such as the rattling of a china cabinet, can also occur, even when vibration levels are well below perception. Any effect (primary perceptible vibration, secondary effects, or a combination of the two) can lead to annoyance. The degree to which a person is annoyed depends on the activity in which they are participating at the time of the disturbance. For example, someone sleeping or reading will be more sensitive than someone who is running on a treadmill. Reoccurring primary and secondary vibration effects often lead people to believe that the vibration is damaging their home, although vibration levels are well below minimum thresholds for damage potential. (California Department of Transportation, 2020)
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As shown in Table 7, vibration becomes strongly perceptible to sensitive receptors at a level of 72 VdB. A vibratory roller could generate up to 72 VdB at a distance of 136 feet from the source and a large bulldozer could generate 72 VdB at a distance of 80 feet from the source.
As described above, the closest vibration-sensitive receptors to the project site include the residential dwelling units located as close as approximately 66 feet from the property line. As shown in Table 14, the threshold for annoyance due to vibration (72 VdB at offsite sensitive uses) could theoretically be exceeded at existing residential receptors to the south, west, northwest, and east of the project site, and residents may be temporarily annoyed. However, the impact would only occur during daytime hours and will be temporary. The impact would be less than significant. No mitigation is required.
The closest buildings to the north of the project site are that of commercial/industrial uses, which are not considered to be a vibration-sensitive land use. The FTA adopted standards associated with human annoyance for groundborne vibration impacts for three land-use categories: Vibration Category 1 – High Sensitivity, Vibration Category 2 – Residential, and Vibration Category 3 – Institutional. The FTA defines Category 1 as buildings where vibration would interfere with operations within the building, including vibration-sensitive research and manufacturing facilities, hospitals with vibration-sensitive equipment, and university research operations. Vibration-sensitive equipment includes, but is not limited to, electron microscopes, high-resolution lithographic equipment, and normal optical microscopes. Category 2 refers to all residential land uses and any buildings where people sleep, such as hotels and hospitals. Category 3 refers to institutional land uses such as schools, churches, other institutions, and quiet offices that do not have vibration-sensitive equipment, but still have the potential for activity interference. Therefore, as commercial/industrial uses are not considered a vibration-sensitive land use, no further analysis in regard to annoyance is necessary to the commercial structures to the north. . This impact is not significant. No mitigation is required. Vibration worksheets are provided in Appendix G.
Operational Vibration
As shown in the Level of Service and Vehicle Miles Traveled Screening Assessment prepared for the proposed project (Ganddini Group Inc., February 2022), the proposed project would receive as many as 36 truck trips per day. Along off-site travel routes these additional truck trips would operate at least 27 feet from existing residential structures along Belmont Street. Using data provided in Table 13 , Construction Equipment Vibration Source Levels, a loaded truck would typically produce a vibration level of 0.076 inch per second PPV at 25 feet or 0.054 inch per second RMS at 25 feet. It is anticipated that at the nearest residential structures (approximately 27 feet from the edge of the roadway) from off-site travel routes vibration levels from truck travel would be anticipated to be around 0.068 inches per second PPV or 0.048 inch per second RMS. Therefore, as the FTA vibration damage threshold is 0.2 inches per second PPV operational truck vibration would not cause damage at sensitive receptors near the project site or along road segments affected by project generated vehicle traffic. In addition, truck vibration would be intermittent and would vary in intensity depending on the distance from the receptor (i.e., the lane and direction of travel etc.). This impact would be less than significant. See Appendix G for Vibration Worksheets.
IMPACTS TO PROJECT FROM AIRPORTS
The closest airport to the project site is the Ontario International Airport, which has runways located as close as approximately 1.26 miles to the northeast of the project site. The Ontario International Airport Land Use Compatibility Plan (ALUCP) (July 2018 Amendment) Map 2-3, Compatibility Policy Map: Noise Impact Zones, shows that the project site is within the airport’s 65-70 dBA CNEL noise contour. As provided in Table 2-3, Noise Criteria, of the airport’s ALUCP, warehouse uses are considered normally compatible uses within the airport’s 65-70 dBA CNEL noise contour. Therefore, the project would not expose people residing or working in the project area to excessive noise levels associated with airports.
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Equipment Description
Impact
Device?
Acoustical
Use Factor (%)
Spec. Lmax
@ 50ft
(dBA, slow)
Actual
Measured
Lmax @ 50ft
(dBA, slow)
No. of Actual
Data Samples
(Count)
All Other Equipment > 5 HP No 50 85 -N/A- 0
Auger Drill Rig No 20 85 84 36
Backhoe No 40 80 78 372
Bar Bender No 20 80 -N/A- 0
Blasting Yes -N/A- 94 -N/A- 0
Boring Jack Power Unit No 50 80 83 1
Chain Saw No 20 85 84 46
Clam Shovel (dropping) Yes 20 93 87 4
Compactor (ground) No 20 80 83 57
Compressor (air) No 40 80 78 18
Concrete Batch Plant No 15 83 -N/A- 0
Concrete Mixer Truck No 40 85 79 40
Concrete Pump Truck No 20 82 81 30
Concrete Saw No 20 90 90 55
Crane No 16 85 81 405
Dozer No 40 85 82 55
Drill Rig Truck No 20 84 79 22
Drum Mixer No 50 80 80 1
Dump Truck No 40 84 76 31
Excavator No 40 85 81 170
Flat Bed Truck No 40 84 74 4
Forklift2,3 No 50 n/a 61 n/a
Front End Loader No 40 80 79 96
Generator No 50 82 81 19
Generator (<25KVA, VMS signs) No 50 70 73 74
Gradall No 40 85 83 70
Grader No 40 85 -N/A- 0
Grapple (on backhoe) No 40 85 87 1
Horizontal Boring Hydr. Jack No 25 80 82 6
Hydra Break Ram Yes 10 90 -N/A- 0
Impact Pile Driver Yes 20 95 101 11
Jackhammer Yes 20 85 89 133
Man Lift No 20 85 75 23
Mounted Impact hammer (hoe ram) Yes 20 90 90 212
Pavement Scarafier No 20 85 90 2
Paver No 50 85 77 9
Pickup Truck No 50 85 77 9
Paving Equipment No 50 85 77 9
Table 8
CA/T Equipment Noise Emissions and Acoustical Usage Factor Database Belmont Sultana Warehouse Project
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Equipment Description
Impact
Device?
Acoustical
Use Factor (%)
Spec. Lmax
@ 50ft
(dBA, slow)
Actual
Measured
Lmax @ 50ft
(dBA, slow)
No. of Actual
Data Samples
(Count)
Pneumatic Tools No 50 85 85 90
Pumps No 50 77 81 17
Refrigerator Unit No 100 82 73 3
Rivit Buster/chipping gun Yes 20 85 79 19
Rock Drill No 20 85 81 3
Roller No 20 85 80 16
Sand Blasting (Single Nozzle) No 20 85 96 9
Scraper No 40 85 84 12
Shears (on backhoe) No 40 85 96 5
Slurry Plant No 100 78 78 1
Slurry Trenching Machine No 50 82 80 75
Soil Mix Drill Rig No 50 80 -N/A- 0
Tractor No 40 84 -N/A- 0
Vacuum Excavator (Vac-truck) No 40 85 85 149
Vacuum Street Sweeper No 10 80 82 19
Ventilation Fan No 100 85 79 13
Vibrating Hopper No 50 85 87 1
Vibratory Concrete Mixer No 20 80 80 1
Vibratory Pile Driver No 20 95 101 44
Warning Horn No 5 85 83 12
Welder/Torch No 40 73 74 5
Notes:
(1) Source: FHWA Roadway Construction Noise Model User's Guide January 2006. (2) Warehouse & Forklift Noise Exposure - NoiseTesting.info Carl Stautins, November 4, 2014 http://www.noisetesting.info/blog/carl-strautins/page-3/ (3) Data provided Leq as measured at the operator. Sound Level at 50 feet is calculated using Inverse Square Law.
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Phase Receptor Location
Existing Ambient
Noise Levels
(dBA Leq)2
Construction Noise
Levels
(dBA Leq)
Northwest (Residential) (STNM1) 65.0 67.9
West (Residential) (STNM1) 65.0 68.7
Southwest (Residential) (STNM1) 65.0 67.8
South (Residential) (STNM2) 63.4 76.5
East (Residential) (STNM3) 59.5 67.8
Northeast (Residential) (STNM3) 59.5 67.1
Northwest (Residential) (STNM1) 65.0 66.9
West (Residential) (STNM1) 65.0 67.7
Southwest (Residential) (STNM1) 65.0 66.9
South (Residential) (STNM2) 63.4 75.5
East (Residential) (STNM3) 59.5 66.9
Northeast (Residential) (STNM3) 59.5 66.1
Northwest (Residential) (STNM1) 65.0 66.2
West (Residential) (STNM1) 65.0 67.0
Southwest (Residential) (STNM1) 65.0 66.2
South (Residential) (STNM2) 63.4 74.9
East (Residential) (STNM3) 59.5 66.2
Northeast (Residential) (STNM3) 59.5 65.4
Northwest (Residential) (STNM1) 65.0 56.0
West (Residential) (STNM1) 65.0 56.8
Southwest (Residential) (STNM1) 65.0 55.9
South (Residential) (STNM2) 63.4 64.6
East (Residential) (STNM3) 59.5 55.9
Northeast (Residential) (STNM3) 59.5 55.2
Notes:
(2) Per measured existing ambient noise levels (see Table 1). STNM1 was chosen to represent noise levels at the property lines of the single-family residential uses to the northwest, west, and southwest of the project site; STNM2 was chosen to represent noise levels at the property lines of the single-family residential uses to the south of the project site; and STNM3 was chosen to represent noise levels at the property lines of the single-family residential uses to the east and northeast of the project site.
Grading
Building
Construction
Paving
Table 9
Construction Noise Levels (dBA Leq)
Architectural
Coating
(1) Construction noise worksheets are provided in Appendix D.
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Existing
Existing
Plus Project
Belmont Street In vicinity of project site 5,840 5,943 25 Hard Motor-Vehicle Type
Daytime %
(7 AM-7 PM)
Evening %
(7 PM-10 PM)
Night %
(10 PM-7 AM)
Automobiles 75.56 13.96 10.49
Medium Trucks 48.91 2.17 48.91
Heavy Trucks 47.30 5.41 47.30
Notes:
(3) Existing vehicle percentages are based on the Riverside County Industrial Hygiene Letter for Traffic Noise.
Project Average Daily Traffic Volumes and Roadway Parameters Table 10
Roadway Segment
Site
Conditions
Posted
Travel
Speeds
(MPH)
Vehicle Distribution (Light Mix)2
Average Daily Traffic Volume1,2
(1) Project average daily traffic volumes were obtained from the Belmont Sultana Warehouse Project Level of Service and Vehile Miles Traveled Screening Asessment (VMT Screening Assessment) (Ganddini Group, Inc., February 9, 2022). As the VMT Screening Assessment did not provide project trip distribution, it was assumed that all trips would travel along Belmont Street in the vicinity of the project site.
(2) The City of Ontario traffic counts (provided at https://www.ontarioca.gov/TrafficEngineering) do not include Belmont Street. As existing averge daily vehicle trips were not available, to be conservative, the measured ambient noise levels were utilized to estimate exsiting average daily vehicle trips along Belmont Street in the vicinity of the project site (STNM3, see Table 1).
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Existing
Without
Project at right-
of-way
Existing Plus
Project at
right-of-way
Change in
Noise Level
Exceeds
Standards3
Increase of 5
dB or More?
Belmont Street In vicinity of project site 30 63.98 64.93 0.95 Yes No Notes:
(2) Right of way estimated based on Google Earth.
Distance from
roadway
centerline to
right-of-way
(feet)2
(3) Per the City of Ontario clearly acceptable standard for single-family detached residential dwelling units (see Table 3).
Increase in Existing Noise Levels Along Roadways as a Result of Project (dBA CNEL) Table 11
(1) Exterior noise levels calculated 5 feet above pad elevation, perpendicular to subject roadway.
Roadway Segment
Modeled Noise Levels (dBA CNEL)1
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Existing
Ambient
Noise
Levels
(dBA Leq)2
Peak Hour
Operational
Noise Levels
(dBA Leq)3
Exceeds City Exterior
Daytime/Nighttime
Thresholds?4
65.0 34 No/No
65.0 37 No/No
63.4 34 No/No
63.4 40 No/No
59.5 39 No/No
59.5 42 No/No
Operational Noise Levels (dBA L eq)
Table 12
(2) Per measured existing ambient noise levels (see Table 1). STNM1 was chosen to represent noise levels at the property lines of the single-family residential uses to the northwest and west of the project site; STNM2 was chosen to represent noise levels at the property lines of the single-family residential uses to the south of the project site; and STNM3 was chosen to represent noise levels at the property lines of the single-family residential uses to the east and northeast of the project site. (3) Operational noise levels include the proposed concrete screen wall ranging between 10 to 11 feet surrouding the loading dock area that is shown on the project site plans (see Figure 6). SoundPLAN Modeling Inputs/Outputs are provided in Appendix F.
(4) Section 5-29.04 of the City of Ontario Municipal Code incudes exterior noise standards for single-family residential properties of 65 dBA Leq during the daytime (7:00 AM to 10;00 PM) and 45 dBA Leq during the nighttime (10:00 PM to 7:00 AM).
Notes:
Receptor Location1
Northwest (Receiver Location 5) (STNM1)
West (Receiver Location 4) (STNM1)
South (Receiver Location 3) (STNM2)
South (Receiver Location 2) (STNM2)
East (Receiver Location 1) (STNM3)
Northeast (Receiver Location 6) (STNM3)
(1) Reciever locations are shown on Figure 6.
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PPV at 25 ft, in/sec Approximate Lv* at 25 ft
upper range 1.518 112
typical 0.644 104
upper range 0.734 105
typical 0.170 93
0.202 94
in soil 0.008 66
in rock 0.017 75
0.210 94
0.089 87
0.089 87
0.089 87
0.076 86
0.035 79
0.003 58
Table 13
Equipment
Pile Driver (impact)
Pile Driver (sonic)
Caisson Drilling
clam shovel drop (slurry wall)
Hydromill (slurry wall)
Vibratory Roller
Hoe Ram
Large Bulldozer
Jackhammer
Small Bulldozer
Source: Federal Transit Administration: Transit Noise and Vibration Impact Assessment Manual, 2018. *RMS velocity in decibels, VdB re 1 micro-in/sec
Construction Equipment Vibration Source Levels
Loaded Trucks
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Receptor Location
Approximate
Distance from
Property Line to
Nearest
Structure (feet) Equipment
Vibration
Level1
Threshold
Exceeded ?2
66 Vibratory Roller 0.049 No
66 Large Bulldozer 0.021 No
75 Vibratory Roller 0.040 No
75 Large Bulldozer 0.017 No
114 Vibratory Roller 0.022 No
114 Large Bulldozer 0.009 No
90 Vibratory Roller 0.031 No
90 Large Bulldozer 0.013 No
125 Vibratory Roller 0.019 No
125 Large Bulldozer 0.008 No
66 Vibratory Roller 81 Yes
66 Large Bulldozer 74 Yes
75 Vibratory Roller 80 Yes
75 Large Bulldozer 73 Yes
114 Vibratory Roller 74 Yes
114 Large Bulldozer 67 No
90 Vibratory Roller 77 Yes
90 Large Bulldozer 70 No
Notes:
Single-Family Residential to West
Single-Family Residential to Northwest
Single-Family Residential to East
(2) The FTA identifies the threshold at which there is a risk to “architectural” damage to reinforced-concrete, steel or timber (no plaster) buildings as a peak particle velocity (PPV) of 0.5 in/sec, at engineered concrete and masonry (no plaster) buildings as a PPV of 0.3 in/sec, at non-engineered timber and masonry buildings as a PPV of 0.2 in/sec and at buildings extremely susceptible to vibration damage as a PPV of 0.1 in/sec. Therefore, vibration impacts related to architectural damage would be significant if construction activities result in groundborne vibration of 0.2 PPV or higher at residential structures and/or a PPV of 0.3 or higher at commercial structures (see Table 5). In addition, the FTA identifies a vibration annoyance threshold of 72 VdB for residential uses (see Table 6). Per the FTA Transit Noise and VIbration Impact Assessment Manual (September 2018), commercial/industrial uses are not considered vibration-sensitive land uses; therefore, the annoyance threshold does not apply to commercial/industrial uses.
Architectural Damage Analysis
Annoyance Analysis
Single-Family Residential to South
(1) Vibration levels are provided in PPV in/sec for architectural damage and VdB for annoyance.
Table 14
Construction Vibration Levels at the Nearest Receptors
Single-Family Residential to South
Commercial/Industrial to North
Single-Family Residential to West
Single-Family Residential to Northwest
Single-Family Residential to East
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Figure 6
Operational Noise Levels (dBA Leq)
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Figure 7
Operational Noise Level Contour
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7. IMPACTS - CEQA THRESHOLDS
Will the project result in the:
a) 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?
Less Than Significant Impact:
The City of Ontario has established goals and policies in the City’s Policy Plan as well as Ordinances that regulate noise emission in the City that apply to the proposed project. Each of these are summarized below.
The City of Ontario Municipal Code Section 5.29-09 allows construction activities between the hours of 7:00 AM and 6:00 PM weekdays and 9:00 AM to 6:00 PM weekends, excluding federal holidays. Furthermore, the FTA daytime construction noise levels should not exceed 80 dBA L eq for an 8-hour period at residential uses and 85 dBA Leq for an 8-hour period at commercial uses.
Modeled unmitigated construction noise levels reached up to 67.9 dBA Leq at the nearest residential property line to the northwest, 68.7 dBA L eq at the nearest residential property line to the west, 67.8 dBA L eq at the nearest residential property line to the southwest, 76.5 dBA Leq at the nearest residential property line to the south, 67.8 dBA L eq at the nearest residential property line to the east, and 67.1 dBA L eq at the nearest residential property line to the northeast of the project site. Therefore, project construction would not be anticipated to exceed the FTA thresholds for either residential or commercial uses. Further, with compliance with the City’s Code, it is assumed that construction would not occur during the noise-sensitive nighttime hours. Impacts would be less than significant, and no mitigation is required.
As shown on the project site plans, a concrete screen wall ranging between approximately 10 to 11 feet is proposed around the loading/unloading area of the proposed warehouse. As shown in Table 12and on Figure 6 and 7, modeled peak hour operational noise levels would range between 34 to 42 dBA L eq at the nearest residential property lines to the project site. Therefore, project operational noise will not exceed either the exterior daytime residential standard of 65 dBA Leq nor the nighttime residential standard of 45 dBA Leq as set forth in Sections 5-29.04 and 5-29.05 of the City’s Municipal Code. Furthermore, typical buildings generally provide a conservative 20 dBA noise level reduction with “windows closed”. The City of Ontario Municipal Code Section 5-29.05 identifies interior noise level standards of 45 dBA during the daytime and 40 dBA during the nighttime for residential land uses. Therefore, as operational noise levels generated by the project, reached up to approximately 42 dBA Leq at existing residential uses, with incorporation of an approximate 20 dBA noise level reduction with “windows closed,” interior noise levels would not exceed City interior daytime or nighttime noise standards. Therefore, impacts associated with project operational noise would be less than significant. No mitigation is required.
b) Generation of excessive groundborne vibration of groundborne noise levels?
Less Than Significant Impact:
There are several types of construction equipment that can cause vibration levels high enough to cause architectural damage and/or annoyance to persons in the vicinity. For example, as shown in Table 10 , a vibratory roller could generate up to 0.21 PPV at a distance of 25 feet; and operation of a large bulldozer (0.089 PPV) at a distance of 25 feet (two of the most vibratory pieces of construction equipment).
Available guidelines from the Federal Transit Administration (FTA) are utilized to assess impacts due to ground- borne vibration. The FTA has adopted vibration standards that are used to evaluate potential building damage impacts related to construction activities. As shown in Table 4 , the threshold at which there is a risk to 41 586
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“architectural” damage to reinforced-concrete, steel or timber (no plaster) buildings is a peak particle velocity (PPV) of 0.5, at engineered concrete and masonry (no plaster) buildings a PPV of 0.3, at non-engineered timber and masonry buildings a PPV of 0.2 and at buildings extremely susceptible to vibration damage a PPV of 0.1.
The FTA has also adopted standards associated with human annoyance for groundborne vibration impacts for the following three land-use categories:
(1) Vibration Category 1 – High Sensitivity,
(2) Vibration Category 2 – Residential, and
(3) Vibration Category 3 – Institutional.
The FTA defines Category 1 as buildings where vibration would interfere with operations within the building, including vibration-sensitive research and manufacturing facilities, hospitals with vibration-sensitive equipment, and university research operations. Vibration-sensitive equipment includes, but is not limited to, electron microscopes, high-resolution lithographic equipment, and normal optical microscopes. Category 2 refers to all residential land uses and any buildings where people sleep, such as hotels and hospitals. Category 3 refers to institutional land uses such as schools, churches, other institutions, and quiet offices that do not have vibration-sensitive equipment, but still have the potential for activity interference. The vibration criteria associated with human annoyance for these three land-use categories are shown in Table 5. Table 5 shows that 72 VdB is the threshold for annoyance from groundborne vibration at sensitive receptors.
As stated previously, for conservative purposes, this construction vibration analysis compares the estimated vibration levels generated during construction of the project to the 0.2 in/sec PPV significance threshold for non-engineered timber and masonry buildings.
There are existing residential dwelling units as close as approximately 66 feet to the south, 75 feet to the west, 114 feet to the northwest and 90 feet to the east of the project property lines. As shown in Table 14, at the closest residential lot (66 feet to the south), the use of a vibratory roller would be expected to generate a PPV of 0.049 in/sec and a bulldozer would be expected to generate a PPV of 0.021 in/sec. Therefore, use of either a vibratory roller or a bulldozer would not cause architectural damage to any nearby residential structures. In addition, the nearest off-site commercial/industrial building is located approximately 125 feet to the north project’s northern property line. As shown in Table 14, at a distance of 125 feet, use of a vibratory roller would be expected to generate a PPV of 0.019 in/sec and a bulldozer would be expected to generate a PPV of 0.008 in/sec. Therefore, their use on the project site would not cause architectural damage to the commercial and industrial structures located north of the project site. Damage to structures due to groundborne vibration associated with project construction is not likely. This impact would be less than significant.
A vibratory roller could generate up to 72 VdB at a distance of 136 feet from the source and a large bulldozer could generate 72 VdB at a distance of 80 feet from the source. As described above, the closest vibration- sensitive receptors to the project site include the residential dwelling units located as close as approximately 66 feet from the property line. As shown in Table 14, the threshold for annoyance due to vibration (72 VdB at offsite sensitive uses) could theoretically be exceeded at existing residential receptors to the south, west, northwest, and east of the project site, and residents may be temporarily annoyed. However, the impact would only occur during daytime hours and will be temporary. The impact would be less than significant. No mitigation is required.
Operation of the proposed project will involve the movement of passenger vehicles and trucks. Driving surfaces associated with the project will be paved and will generally be smooth. As shown in the Level of Service and Vehicle Miles Traveled Screening Assessment prepared for the proposed project (Ganddini Group Inc., February 2022), the proposed project would receive as many as 36 truck trips per day. Along off-site travel routes these additional truck trips would operate at least 27 feet from existing residential structures along Belmont Street. Using data provided in Table 13, Construction Equipment Vibration Source Levels, a loaded truck would typically produce a vibration level of 0.076 inch per second PPV at 25 feet or 0.054 inch per second RMS at 25 feet. It is anticipated that at the nearest residential structures (approximately 27 feet 42 587
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from the edge of the roadway) from off-site travel routes vibration levels from truck travel would be anticipated to be around 0.068 inches per second PPV or 0.048 inch per second RMS. Therefore, as the FTA vibration damage threshold is 0.2 inches per second PPV operational truck vibration would not cause damage at sensitive receptors near the project site or along road segments affected by project generated vehicle traffic. In addition, truck vibration would be intermittent and would vary in intensity depending on the distance from the receptor (i.e., the lane and direction of travel etc.). Impacts would be less than significant. No mitigation is required.
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 area to excessive noise levels?
Less Than Significant Impact:
The closest airport to the project site is the Ontario International Airport, which has runways located as close as approximately 1.26 miles to the northeast of the project site. The Ontario International Airport Land Use Compatibility Plan (ALUCP) (July 2018 Amendment) Map 2-3, Compatibility Policy Map: Noise Impact Zones, shows that the project site is within the airport’s 65-70 dBA CNEL noise contour. As provided in Table 2-3, Noise Criteria, of the airport’s ALUCP, warehouse uses are considered normally compatible uses within the airport’s 65-70 dBA CNEL noise contour. Therefore, the project would not expose people residing or working in the project area to excessive noise levels associated with airports. This impact would be less than significant.
No mitigation is required.
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8. REFERENCES
Bolt, Beranek & Newman
1987 Noise Control for Buildings and Manufacturing Plants.
California Department of Transportation
2002 Transportation Related Earthborne Vibrations (California Department of Transportation Experiences), Technical Advisory, Vibration TAV-02-01-R9601. February 20.
Environmental Protection Agency
1974 "Information on Levels of Environmental Noise Requisite to Protect Public Health And Welfare with an Adequate Margin of Safety," EPA/ONAC 550/9-74-004, March, 1974.
Federal Transit Administration
2006 Transit Noise and Vibration Impact Assessment. Typical Construction Equipment Vibration Emissions.
FTAVA-90-1003-06.
2018 Transit Noise and Vibration Impact Assessment. Typical Construction Equipment Vibration Emissions.
Ganddini Group, Inc.
2022 Belmont Sultana Warehouse Project Level of Service and Vehicle Miles Traveled Screening Assessment. February 9.
Harris, Cyril M.
1991 Handbook of Acoustical Measurement and Noise Control. Acoustical Society of America. Woodbury, N.Y.
Jones & Stokes
2004 Transportation and Construction Induced Vibration Guidance Manual, prepared for the California Department of Transportation - Noise, Vibration, and Hazardous Waste Management Office
Office of Planning and Research
2003 State of California General Plan Guidelines
Ontario, City of
2007 Ontario Plan.
2020 City of Ontario Municipal Code. December.
Riverside, County of
2001 General Plan, Chapter 4, Figure C-3 "Link Volume Capacities/Level of Service for Riverside County Roadways".
2009 County of Riverside Industrial Hygiene Guidelines for Determining and Mitigating Traffic Noise Impacts to Residential Structures and County.
U.S. Department of Transportation
2006 FHWA Roadway Construction Noise Model User’s Guide. January.
U.S. Department of Transportation Federal Aviation Administration 2019 Finding of No Significant Impact and Record of Decision Proposed Eastgate Cargo Facility San Bernardino International Airport. December 23.
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APPENDICES
Appendix A List of Acronyms
Appendix B Glossary
Appendix C Noise Measurement Field Worksheets
Appendix D Construction Noise Modeling
Appendix E Project Generated Trips FHWA Worksheets
Appendix F SoundPLAN Worksheets
Appendix G Vibration Worksheets
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APPENDIX A
LIST OF ACRONYMS
Apx-2
591
Term Definition
ADT
ANSI
CEQA
CNEL
D/E/N
dB
dBA or dB(A)
dBA/DD
dBA Leq
EPA
FHWA
L02,L08,L50,L90
DNL
Leq(x)
Leq
Lmax
Lmin
LOS C
OPR
PPV
RCNM
REMEL
RMS
Average Daily Traffic
American National Standard Institute
California Environmental Quality Act
Community Noise Equivalent Level
Day / Evening / Night
Decibel
Decibel "A-Weighted"
Decibel per Double Distance
Average Noise Level over a Period of Time
Environmental Protection Agency
Federal Highway Administration
A-weighted Noise Levels at 2 percent, 8 percent, 50 percent, and 90 percent, respectively, of the time period
Day-Night Average Noise Level
Equivalent Noise Level for '"x" period of time
Equivalent Noise Level
Maximum Level of Noise (measured using a sound level meter) Minimum Level of Noise (measured using a sound level meter) Level of Service C
California Governor's Office of Planning and Research
Peak Particle Velocities
Road Construction Noise Model
Reference Energy Mean Emission Level
Root Mean Square
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APPENDIX B
GLOSSARY
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593
Term Definition
Ambient Noise
Level
The all-encompassing noise environment associated with a given environment, at a specified time, usually a composite of sound from many sources, at many directions, near and far, in which usually no particular sound is dominant.
A-Weighted Sound
Level, dBA
The sound level obtained by use of A-weighting. The A-weighting filter de-emphasizes the very low and very high frequency components of the sound in a manner similar to the frequency response of the human ear.
CNEL
Community Noise Equivalent Level. CNEL is a weighted 24-hour noise level that is obtained by adding five decibels to sound levels in the evening (7:00 PM to 10:00 PM), and by adding ten decibels to sound levels at night (10:00 PM to 7:00 AM). This weighting accounts for the increased human sensitivity to noise during the evening and nighttime hours.
Decibel, dB
A logarithmic unit of noise level measurement that relates the energy of a noise source to that of a constant reference level; the number of decibels is 10 times the logarithm (to the base 10) of this ratio.
DNL, Ldn
Day Night Level. The DNL, or Ldn is a weighted 24-hour noise level that is obtained by adding ten decibels to sound levels at night (10:00 PM to 7:00 AM). This weighting accounts for the increased human sensitivity to noise during the nighttime hours.
Equivalent
Continuous Noise
Level, Leq
A level of steady state sound that in a stated time period, and a stated location, has the same A-weighted sound energy as the time-varying sound.
Fast/Slow Meter
Response
The fast and slow meter responses are different settings on a sound level meter. The fast response setting takes a measurement every 100 milliseconds, while a slow setting takes one every second.
Frequency, Hertz In a function periodic in time, the number of times that the quantity repeats itself in one second (i.e., the number of cycles per second).
L02, L08, L50, L90 The A-weighted noise levels that are equaled or exceeded by a fluctuating sound level, 2 percent, 8 percent, 50 percent, and 90 percent of a stated time period, respectively.
Lmax, Lmin
Lmax is the RMS (root mean squared) maximum level of a noise source or environment measured on a sound level meter, during a designated time interval, using fast meter response. Lmin is the minimum level.
Offensive/
Offending/Intrusive
Noise
The noise that intrudes over and above the existing ambient noise at a given location.
The relative intrusiveness of sound depends on its amplitude, duration, frequency, and time of occurrence, and tonal information content as well as the prevailing ambient noise level.
Root Mean Square
(RMS)
A measure of the magnitude of a varying noise source quantity. The name derives from the calculation of the square root of the mean of the squares of the values. It can be calculated from either a series of lone values or a continuous varying function.
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APPENDIX C
NOISE MEASUREMENT FIELD WORKSHEETS AND METER OUTPUT
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595
Noise Measurement
Field Data
Project Name: Date:
Project #:
Noise Measurement #: Technician:
Weather: Settings: SLOW FAST
Temperature: 62 deg F Wind: 10 mph Humidity: 35% Terrain:
Start Time: 2:02 PM End Time: 2:17 PM Run Time:
Leq: 65 dB
Lmax 83.5 dB
L2 73.1 dB
L8 69.9 dB
L25 64.7 dB
L50 65.8 dB
NOISE METER: CALIBRATOR:
MAKE: MAKE:
MODEL: MODEL:
SERIAL NUMBER: SERIAL NUMBER:
FACTORY CALIBRATION DATE:
FIELD CALIBRATION DATE:
11/18/202111/17/2021
2/16/2022
FACTORY CALIBRATION DATE:
Larson Davis
LXT1
3099
Larson Davis
CA 250
2723
Primary Noise Source:
Secondary Noise Sources:
Flat
Site Description (Type of Existing Land Use and any other notable features):
SoundTrack LXT Class 1
Clear skies, sunny. Sunset 5:36 PM.
Larson Davis CA 250
Bird song, traffic ambiance from surrounding roads, residential ambiance. Air Traffic noise from the 48 vehicles traveling along S Sultana Avenue during 15 min noise measurement.
Project Site: Vacant land w/ vegetation, bordered by Belmont St to north w/ steel fabricator storage further north, rail & Monterey Ave to east, lumber storage to SE (past rail & roadways), Phillips St to south, & Sultana Ave to west. Noise Measurement Site: Single-family residential uses to west and Sultana Ave to east with project site further east. traffic noise from Ontario Airport (runway to ENE). Distant train horn.
February 16, 2022
Ian Edward Gallagher
Nearest Address or Cross Street: 1214 S Sultana Avenue, Ontario, CA 91761 STNM1 Run Time: 15 minutes ( 1 x 15 minutes )
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Noise Measurement
Field Data
PHOTOS:
STNM1 looking SSE down Sultana Avenue towards Phillips Street intersection. STNM1 looking W towards frontyard of residence, 1214 S Sultana Avenue, Ontario.
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Summary
File Name on Meter LxT_Data.047.s
File Name on PC
Serial Number 0003099
Model SoundTrack LxT®
Firmware Version 2.404
User Ian Edward Gallagher
Location STNM1 34° 3'3.77"N 117°38'45.99"W
Job Description 15 minute noise measurement ( 1 x 15 minutes ) Note
Measurement
Start 2022-02-16 14:02:30
Stop 2022-02-16 14:17:30
Duration 00:15:00.0
Run Time 00:15:00.0
Pause 00:00:00.0
Pre-Calibration 2022-02-16 14:02:06
Post-Calibration None
Overall Settings
RMS Weight A Weighting
Peak Weight Z Weighting
Detector Slow
Preamplifier PRMLxT1L
Microphone Correction Off
Integration Method Linear
OBA Range Low
OBA Bandwidth 1/1 and 1/3
OBA Frequency Weighting Z Weighting
OBA Max Spectrum Bin Max
Overload 125.1 dB
Results
LAeq 65.0
LAE 94.6
EA 317.631 µPa²h
EA8 10.164 mPa²h
EA40 50.821 mPa²h
LZpeak (max) 2022-02-16 14:04:37 106.9 dB
LASmax 2022-02-16 14:04:37 83.5 dB
LASmin 2022-02-16 14:05:53 43.2 dB
Statistics
LCeq 74.0 dB LA2.00 73.1 dB
LAeq 65.0 dB LA8.00 69.9 dB
LCeq - LAeq 9.0 dB LA25.00 64.7 dB
LAIeq 67.5 dB LA50.00 55.8 dB
LAeq 65.0 dB LA66.60 50.9 dB
LAIeq - LAeq 2.5 dB LA90.00 46.0 dB
Overload Count 0
LxT_0003099-20220216 140230-LxT_Data.047.ldbin
Ganddini 19480 Belmont Sultana Warehouse Project, City of Ontario Apx-9
598
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Apx-10
599
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600
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Apx-13
602
Noise Measurement
Field Data
Project Name: Date:
Project #:
Noise Measurement #: Technician:
Weather: Settings: SLOW FAST
Temperature: 62 deg F Wind: 10 mph Humidity: 35% Terrain:
Start Time: 2:42 PM End Time: 2:57 PM Run Time:
Leq: 63.4 dB
Lmax 78.7 dB
L2 73.4 dB
L8 68.6 dB
L25 59.3 dB
L50 52.1 dB
NOISE METER: CALIBRATOR:
MAKE: MAKE:
MODEL: MODEL:
SERIAL NUMBER: SERIAL NUMBER:
FACTORY CALIBRATION DATE:
FIELD CALIBRATION DATE:
11/18/202111/17/2021
2/16/2022
FACTORY CALIBRATION DATE:
Larson Davis
LXT1
3099
Larson Davis
CA 250
2723
Primary Noise Source:
Secondary Noise Sources:
Flat
Site Description (Type of Existing Land Use and any other notable features):
SoundTrack LXT Class 1
Clear skies, sunny. Sunset 5:36 PM.
Larson Davis CA 250
Bird song, traffic ambiance from surrounding roads, residential ambiance. Air Traffic noise from the 31 vehicles traveling along E Phillips Street during 15 min noise measurement.
Project Site: Vacant land w/ vegetation, bordered by Belmont St to north w/ steel fabricator storage further north, rail & Monterey Ave to east, lumber storage to SE (past rail & roadways), Phillips St to south, & Sultana Ave to west. Noise Measurement Site: Phillips St to north w/ project site further north, single-family residential to south/southwest, & rail line and lumber yard to southeast. traffic noise from Ontario Airport (runway to ENE). Distant train horn.
February 16, 2022
Ian Edward Gallagher
Nearest Address or Cross Street: 550 E Philips Street, Ontario, CA 91761 STNM2 Run Time: 15 minutes ( 1 x 15 minutes )
19480
Belmont Sultana Warehouse Project, City of Ontario
Apx-14
603
Noise Measurement
Field Data
PHOTOS:
STNM2 looking S from sidewalk towards frontyard of residence, 550 E Phillips STNM2 looking E down E Phillips Street towards S Monterey Avenue and single track Street, Ontario. railroad intersection.
Apx-15
604
Summary
File Name on Meter LxT_Data.048.s
File Name on PC
Serial Number 0003099
Model SoundTrack LxT®
Firmware Version 2.404
User Ian Edward Gallagher
Location STNM2 34° 3'2.76"N 117°38'39.96"W
Job Description 15 minute noise measurement ( 1 x 15 minutes ) Note
Measurement
Start 2022-02-16 14:42:19
Stop 2022-02-16 14:57:19
Duration 00:15:00.0
Run Time 00:15:00.0
Pause 00:00:00.0
Pre-Calibration 2022-02-16 14:41:53
Post-Calibration None
Overall Settings
RMS Weight A Weighting
Peak Weight Z Weighting
Detector Slow
Preamplifier PRMLxT1L
Microphone Correction Off
Integration Method Linear
OBA Range Low
OBA Bandwidth 1/1 and 1/3
OBA Frequency Weighting Z Weighting
OBA Max Spectrum Bin Max
Overload 124.8 dB
Results
LAeq 63.4
LAE 93.0
EA 221.160 µPa²h
EA8 7.077 mPa²h
EA40 35.386 mPa²h
LZpeak (max) 2022-02-16 14:43:15 109.2 dB
LASmax 2022-02-16 14:56:40 78.7 dB
LASmin 2022-02-16 14:55:01 45.0 dB
Statistics
LCeq 70.4 dB LA2.00 73.4 dB
LAeq 63.4 dB LA8.00 68.6 dB
LCeq - LAeq 7.0 dB LA25.00 59.3 dB
LAIeq 65.6 dB LA50.00 52.1 dB
LAeq 63.4 dB LA66.60 50.1 dB
LAIeq - LAeq 2.1 dB LA90.00 48.1 dB
Overload Count 0
LxT_0003099-20220216 144219-LxT_Data.048.ldbin
Ganddini 19480 Belmont Sultana Warehouse Project, City of Ontario Apx-16
605
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Apx-17
606
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Apx-18
607
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Apx-20
609
Noise Measurement
Field Data
Project Name: Date:
Project #:
Noise Measurement #: Technician:
Weather: Settings: SLOW FAST
Temperature: 62 deg F Wind: 10 mph Humidity: 35% Terrain:
Start Time: 3:14 PM End Time: 3:29 PM Run Time:
Leq: 59.5 dB
Lmax 75.1 dB
L2 71.0 dB
L8 62.1 dB
L25 54.4 dB
L50 51.4 dB
NOISE METER: CALIBRATOR:
MAKE: MAKE:
MODEL: MODEL:
SERIAL NUMBER: SERIAL NUMBER:
FACTORY CALIBRATION DATE:
FIELD CALIBRATION DATE:
February 16, 2022
Ian Edward Gallagher
Nearest Address or Cross Street: 604 S Monterey Avenue, Ontario, CA 91761 STNM3 Run Time: 15 minutes ( 1 x 15 minutes )
19480
Belmont Sultana Warehouse Project, City of Ontario
Primary Noise Source:
Secondary Noise Sources:
Flat
Site Description (Type of Existing Land Use and any other notable features):
SoundTrack LXT Class 1
Clear skies, sunny. Sunset 5:36 PM.
Larson Davis CA 250
Bird song, traffic ambiance from surrounding roads, residential ambiance. Air Traffic noise from the 1 vehicle traveling along S Monterey Ave & 2 low altitude commercial jets passing overhead from Ontario Airport during measurement.
Project Site: Vacant land w/ vegetation, bordered by Belmont St to north w/ steel fabricator storage further north, rail & Monterey Ave to east, lumber storage to SE (past rail & roadways), Phillips St to south, & Sultana Ave to west. Noise Measurement Site: Rail line to west w/ project site further west and Monterey Ave to east w/ single-family residential further east. traffic noise from Ontario Airport (runway to ENE). Distant train horn. 11/18/202111/17/2021
2/16/2022
FACTORY CALIBRATION DATE:
Larson Davis
LXT1
3099
Larson Davis
CA 250
2723
Apx-21
610
Noise Measurement
Field Data
PHOTOS:
STNM3 looking E towards frontyard of residence, 604 S Monterey Avenue, Ontario. STNM3 looking down railroad track towards crossing with E Phillips Street & S Monterey Avenue (towards lumber yard entrance). Microphone & meter located to the east of tracks, residence 604 S Monterey Ave, to east (left of picture).
Apx-22
611
Summary
File Name on Meter LxT_Data.049.s
File Name on PC
Serial Number 0003099
Model SoundTrack LxT®
Firmware Version 2.404
User Ian Edward Gallagher
Location STNM3 34° 3'4.47"N 117°38'37.40"W
Job Description 15 minute noise measurement ( 1 x 15 minutes ) Note
Measurement
Start 2022-02-16 15:14:46
Stop 2022-02-16 15:29:46
Duration 00:15:00.0
Run Time 00:15:00.0
Pause 00:00:00.0
Pre-Calibration 2022-02-16 15:14:35
Post-Calibration None
Overall Settings
RMS Weight A Weighting
Peak Weight Z Weighting
Detector Slow
Preamplifier PRMLxT1L
Microphone Correction Off
Integration Method Linear
OBA Range Low
OBA Bandwidth 1/1 and 1/3
OBA Frequency Weighting Z Weighting
OBA Max Spectrum Bin Max
Overload 124.6 dB
Results
LAeq 59.5
LAE 89.0
EA 88.678 µPa²h
EA8 2.838 mPa²h
EA40 14.189 mPa²h
LZpeak (max) 2022-02-16 15:28:31 101.8 dB
LASmax 2022-02-16 15:20:44 75.1 dB
LASmin 2022-02-16 15:26:17 46.5 dB
Statistics
LCeq 70.9 dB LA2.00 71.0 dB
LAeq 59.5 dB LA8.00 62.1 dB
LCeq - LAeq 11.4 dB LA25.00 54.4 dB
LAIeq 62.5 dB LA50.00 51.4 dB
LAeq 59.5 dB LA66.60 50.0 dB
LAIeq - LAeq 3.0 dB LA90.00 48.4 dB
Overload Count 0
LxT_0003099-20220216 151446-LxT_Data.049.ldbin
Ganddinin 19480 Belmont Sultana Warehouse Project, City of Ontario Apx-23
612
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Apx-24
613
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Apx-25
614
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Apx-26
615
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Apx-27
616
Noise Measurement
Field Data
Project Name: Date:
Project #:
Noise Measurement #: Technician:
Weather: Settings: SLOW FAST
Temperature: 48-70 deg F Wind: 2-12 mph Humidity: 35-50% Terrain:
Start Time: 6:00 PM End Time: 6:00 PM Run Time:
Leq: 57.7 dB
Lmax 92.7 dB
L2 65.3 dB
L8 58.0 dB
L25 52.4 dB
L50 48.8 dB
NOISE METER: CALIBRATOR:
MAKE: MAKE:
MODEL: MODEL:
SERIAL NUMBER: SERIAL NUMBER:
FACTORY CALIBRATION DATE:
FIELD CALIBRATION DATE:
11/18/202111/17/2021
2/16/2022
FACTORY CALIBRATION DATE:
Larson Davis
LXT1
3099
Larson Davis
CA 250
2723
Primary Noise Source:
Secondary Noise Sources:
Flat
Site Description (Type of Existing Land Use and any other notable features):
SoundTrack LXT Class 1
Clear skies, sunny by day. Sunset/rise 5:36 PM/ 6:34AM.
Larson Davis CA 250
Bird song, traffic ambiance from surrounding roads, residential ambiance. Air Traffic noise from the 48 vehicles traveling along S Sultana Avenue during 15 min noise measurement.
Project Site: Vacant land w/ vegetation, bordered by Belmont St to north w/ steel fabricator storage further north, rail & Monterey Ave to east, lumber storage to SE (past rail & roadways), Phillips St to south, & Sultana Ave to west. Noise Measurement Site: In central eastern portion of project site Belmont St to north, rail line to east, & Phillips St to south. traffic noise from Ontario Airport (ruwnays to ENE). Distant train horn.
February 16-17 2022
Ian Edward Gallagher
Nearest Address or Cross Street: S Monterey Avenue & Belmont Street LTNM1 Run Time: 24 hours ( 24 x 1 hours )
19480
Belmont Sultana Warehouse Project, City of Ontario
Apx-28
617
Noise Measurement
Field Data
PHOTOS:
LTNM1 looking E along fence line towards STNM3, residence 604 S Monterey LTNM1 looking SE towards S Monterey Avenue & E Phillips Street intersection.
Avenue directly ahead just past S Monterey Avenue & railroad track, Apx-29
618
Summary
File Name on Meter LxT_Data.050.s
File Name on PC
Serial Number 0003099
Model SoundTrack LxT®
Firmware Version 2.404
User Ian Edward Gallagher
Location LTNM1 34° 3'4.18"N 117°38'39.62"W
Job Description 24 hour noise measurement ( 24 x 1 hours ) Note
Measurement
Start 2022-02-16 18:00:00
Stop 2022-02-17 18:00:00
Duration 24:00:00.0
Run Time 24:00:00.0
Pause 00:00:00.0
Pre-Calibration 2022-02-16 17:21:22
Post-Calibration None
Overall Settings
RMS Weight A Weighting
Peak Weight A Weighting
Detector Slow
Preamplifier PRMLxT1L
Microphone Correction Off
Integration Method Linear
OBA Range Normal
OBA Bandwidth 1/1 and 1/3
OBA Frequency Weighting A Weighting
OBA Max Spectrum Bin Max
Overload 125.1 dB
Results
LAeq 57.7
LAE 107.1
EA 5.640 mPa²h
EA8 1.880 mPa²h
EA40 9.400 mPa²h
LApeak (max) 2022-02-17 17:25:25 113.0 dB
LASmax 2022-02-17 10:41:48 92.7 dB
LASmin 2022-02-17 10:03:46 36.8 dB
Statistics
LCeq 75.9 dB LA2.00 65.3 dB
LAeq 57.7 dB LA8.00 58.0 dB
LCeq - LAeq 18.3 dB LA25.00 52.4 dB
LAIeq 60.2 dB LA50.00 48.8 dB
LAeq 57.7 dB LA90.00 44.3 dB
LAIeq - LAeq 2.5 dB LA99.00 41.0 dB
Overload Count 0
LxT_0003099-20220216 180000-LxT_Data.050.ldbin
Ganddini 19480 Belmont Sultana Warehouse Project, City of Ontario Apx-30
619
Record # Date Time Run Duration Run Time Pause LAeq LASmin LASmin Time LASmax LASmax Time LAS2.00 LAS8.00 LAS25.00 LAS50.00 LAS90.00 LAS99.00 1 2022-02-16 18:00:00 01:00:00.0 01:00:00.0 00:00:00.0 54.8 43.5 18:14:41 73.7 18:55:12 63.7 55.4 51.2 48.7 46.2 44.7 2 2022-02-16 19:00:00 01:00:00.0 01:00:00.0 00:00:00.0 59.2 43.3 19:20:02 84.2 19:57:36 67.4 56.4 50.9 48.3 45.4 44.2 3 2022-02-16 20:00:00 01:00:00.0 01:00:00.0 00:00:00.0 61.7 43.8 20:35:47 82.1 20:50:52 71.6 64.7 55.2 48.9 45.7 44.4 4 2022-02-16 21:00:00 01:00:00.0 01:00:00.0 00:00:00.0 61.2 43.1 21:47:16 79.9 21:02:09 72.5 66.7 51.8 47.9 45.0 43.8 5 2022-02-16 22:00:00 01:00:00.0 01:00:00.0 00:00:00.0 51.9 42.5 22:25:48 69.9 22:42:28 61.0 54.1 49.5 47.6 44.9 43.6 6 2022-02-16 23:00:00 01:00:00.0 01:00:00.0 00:00:00.0 54.3 41.4 23:13:09 75.9 23:06:38 65.2 55.6 50.0 46.6 43.8 42.4 7 2022-02-17 00:00:00 01:00:00.0 01:00:00.0 00:00:00.0 48.8 42.1 00:01:28 71.3 00:14:32 56.3 50.3 47.7 45.9 44.0 42.9 8 2022-02-17 01:00:00 01:00:00.0 01:00:00.0 00:00:00.0 50.2 44.4 01:11:52 70.5 01:03:07 57.0 52.7 48.8 47.7 46.0 45.0 9 Ganddini 19480 Belmont Sulta na warehoiuse Project, City of Ontario02:00:00 01:00:00.0 01:00:00.0 00:00:00.0 56.8 45.6 02:49:32 79.5 02:26:14 65.6 60.3 55.0 52.0 48.5 46.5 10 2022-02-17 03:00:00 01:00:00.0 01:00:00.0 00:00:00.0 50.9 39.3 03:38:14 70.3 03:15:37 58.6 53.5 50.8 46.9 41.7 40.2 11 2022-02-17 04:00:00 01:00:00.0 01:00:00.0 00:00:00.0 58.8 45.4 04:53:26 77.3 04:32:04 68.3 62.8 56.9 52.9 48.4 46.2 12 2022-02-17 05:00:00 01:00:00.0 01:00:00.0 00:00:00.0 56.9 45.4 05:39:31 73.6 05:03:10 65.6 61.1 55.9 52.5 48.2 46.6 13 2022-02-17 06:00:00 01:00:00.0 01:00:00.0 00:00:00.0 57.3 46.7 06:16:59 81.2 06:30:29 65.6 60.1 55.3 52.7 49.7 48.1 14 2022-02-17 07:00:00 01:00:00.0 01:00:00.0 00:00:00.0 55.9 46.9 07:06:38 71.7 07:53:39 62.4 59.5 56.2 54.1 50.6 48.3 15 2022-02-17 08:00:00 01:00:00.0 01:00:00.0 00:00:00.0 53.8 43.5 08:58:15 67.8 08:43:24 61.3 57.4 53.8 51.3 47.7 44.8 16 2022-02-17 09:00:00 01:00:00.0 01:00:00.0 00:00:00.0 50.8 36.8 09:54:39 67.7 09:56:45 59.9 53.1 50.0 47.6 41.6 38.7 17 2022-02-17 10:00:00 01:00:00.0 01:00:00.0 00:00:00.0 66.0 36.8 10:03:46 92.7 10:41:48 67.8 60.5 51.7 47.1 42.3 38.8 18 2022-02-17 11:00:00 01:00:00.0 01:00:00.0 00:00:00.0 60.2 40.0 11:22:08 90.6 11:09:38 62.5 54.1 49.5 46.9 43.0 41.3 19 2022-02-17 12:00:00 01:00:00.0 01:00:00.0 00:00:00.0 51.1 39.8 12:09:50 68.8 12:20:44 60.6 54.2 49.2 46.5 43.1 41.0 20 2022-02-17 13:00:00 01:00:00.0 01:00:00.0 00:00:00.0 51.1 38.6 13:20:44 70.2 13:33:26 60.9 54.0 48.9 46.1 42.5 40.4 21 2022-02-17 14:00:00 01:00:00.0 01:00:00.0 00:00:00.0 51.1 38.6 14:11:36 72.7 14:55:32 59.3 53.5 50.1 46.9 43.2 40.7 22 2022-02-17 15:00:00 01:00:00.0 01:00:00.0 00:00:00.0 54.5 39.4 15:07:57 72.5 15:52:43 64.8 57.5 51.2 47.9 43.3 40.7 23 2022-02-17 16:00:00 01:00:00.0 01:00:00.0 00:00:00.0 55.7 40.0 16:07:52 75.6 16:10:55 66.6 56.7 51.4 48.3 44.4 41.6 24 2022-02-17 17:00:00 01:00:00.0 01:00:00.0 00:00:00.0 56.1 41.9 17:34:02 81.0 17:25:25 65.7 58.3 52.1 48.9 45.2 43.4 Apx-31
620
/0 /1 /2 /3 /4 /5 /1 /6/1 /7 /8 □ /10 /1 /11 /12 /5 /8
/13 /14 /15 /16 /17 /18 □ /20 /21 /22/22/23 /17 /24
/0 /1 /8 /1 /5 /25 /3 □ /26 /27 /28 /1 □ /29 /2 /6/1/30 /31 /32 /33 /34 /2 /8 /2 /35 /36 /37 /36 /35 /3/38 /12 /6/11 /4 /8 /1 /5 /25 /3 □ /26 /27 /28 /1 □ /29 /2 /6/1/30 /31 /32 /33 /36 /36 /36 /39 /36 /40 /40 /41 /42 /36 /42 /42 /36 /42 /43 /44 □ /43 /45 /36 /36 /36 /36 /41 /30 /31 /32 /33 /34 /2 /8 /2 /35 /36 /37 /36 /35 /28 /46 /47 /27 /7 /0 /1 /8 /1 /5 /30 /31 /32 /43 /36 /36 /36 /39 /36 /40 /40 /26 /27 /5 /6/48 /2 /5 /1/42 /35 /49 /36 /49
/50 /3 /1 /5 /51 /2 /7 □ /52 /46 /48 /2 /5 /46 □ /53 /2 /28 /28 /2 /54 /55 /1 /5 /30 /12 /56 /2 /8 /27 /12 /7/30 /32 /29 /0 /43 □ /39 /49 /57 □ /39 /25 /49 /35 /43 /45 /58 /29 □ /43 /43 /59 /57 /39 /45 /25 /39 /40 /35 /44 /42 /58 /60 /61 /12 /47 □ /34 /1 /3 /56 /5 /27 /11 /8 /27 /12 /7/42 /49 □ /55 /12 /4 /5 □ /7 /12 /27 /3 /1 □ /6/1 /2 /3 /4 /5 /1 /6/1 /7 /8 □ /62 □ /42 /49 □ /31 □ /43 □ /55 /12 /4 /5 /3 □ /63 /29 /12 /8 /1 /53 /2 /7 /46 /46 /27 /7 /27 □ /43 /40 /49 /45 /36 □ /64 /1 /28 /6/12 /7 /8 □ /65 /4 /28 /8 /2 /7 /2 □ /48 /2 /5 /1 /55 /12 /27 /4 /3 /1 □ /66 /5 /12 /67 /1 /56 /8 /68 □ /38 /27 /8 /69 □ /12 /70 □ /71 /7 /8 /2 /5 /27 /12 /65 /8 /2 /5 /8 □ /32 /27 /6/1/42 /36 /42 /42 /41 /36 /42 /41 /43 /44 □ /43 /45 /72 /36 /36 /72 /36 /36/34 /4 /5 /2 /8 /27 /12 /7/42 /49 /72 /36 /36 /72 /36 /36 /35 /36 /52 /7 /46 □ /32 /27 /6/1/42 /36 /42 /42 /41 /36 /42 /41 /43 /59 □ /43 /45 /72 /36 /36 /72 /36 /36/10 /4 /7 □ /32 /27 /6/1/42 /49 /72 /36 /36 /72 /36 /36 /35 /36/66 /2 /4 /3 /1 □ /32 /27 /6/1/36 /72 /36 /36 /72 /36 /36 /35 /36 □
/13 /14 /73 /21 /74 /18 /73
/71 /75 /1 /5 /2 /28 /28 □ /0 /1 /8 /5 /27 /56 /3
/30 /76 /1 /77 /37 /59 /35 /59 □ /46 /64
/30 /76 /52 /43 /36 /59 /35 /43 □ /46 /64/65 /52 /76 /41 /41 /41 □ /46 /64 /52 /76 /37 /35 /44 □ /6/66 /2 /78 /55/30 /76 /26 /32 /0 /37 /44 /42 /35 /39 □ /46 /64 /52 /76 /45 /43 /35 /40 □ /6/66 /2 /78 /55
/52 /76 /49 /36 /40 /35 /49 □ /6/66 /2 /78 /55
/30 /76 /11 /1 /2 /79 /43 /43 /39 /35 /36 □ /46 /64 /42 /36 /42 /42 /41 /36 /42 /41 /43 /59 □ /43 /59 /72 /42 /37 /72 /42 /37 /30 /76 /65 /6/2 /31 /40 /42 /35 /59 □ /46 /64 /42 /36 /42 /42 /41 /36 /42 /41 /43 /59 □ /43 /36 /72 /49 /43 /72 /49 /45 /30 /76 /65 /6/27 /7 /39 /44 /35 /45 □ /46 /64 /42 /36 /42 /42 /41 /36 /42 /41 /43 /59 □ /43 /36 /72 /36 /39 /72 /49 /44 /30 /76 /1 /77 /37 /59 /35 /59 □ /46 /64
/30 /38 /1 /77 /59 /37 /35 /40 □ /46 /64/30 /38 /1 /77□ /41 □ /30 /76/1 /77 /43 /45 /35 /39 □ /46 /64 /30 /76 /51 /1 /77 /44 /36 /35 /42 □ /46 /64/30 /76 /51 /1 /77□ /41 □ /30 /76/1 /77 /42 /35 /37 □ /46 /64 /52 /31 /56 /1 /1 /46 /2 /7 /56 /1 /3 /38 /12 /4 /7 /8 /34 /4 /5 /2 /8 /27 /12 /7 /30 /76 /65 □ /80 □ /44 /37 /35 /36 □ /46 /64/39 /36 /40 /36 /72 /39 /45 /72 /42 /42 /35 /43 /30 /76 /65 □ /80 □ /45 /37 /35 /36 □ /46 /64/42 /36 /72 /36 /36 /72 /43 /44 /35 /44 /30 /76 /11 /1 /2 /79 □ /80 □ /43 /39 /37 /35 /36 □ /46 /64/36 /36 /72 /36 /36 /72 /36 /36 /35 /36 /30 /76 /11 /1 /2 /79 □ /80 □ /43 /39 /59 /35 /36 □ /46 /64/36 /36 /72 /36 /36 /72 /36 /36 /35 /36 /30 /76 /11 /1 /2 /79 □ /80 □ /43 /49 /36 /35 /36 □ /46 /64/36 /36 /72 /36 /36 /72 /36 /36 /35 /36 /38 /12 /6/6/4 /7 /27 /8 /69 □ /29 /12 /27 /3 /1 /30 /34 /29 /30 /34 /2 /69 /30 /29 /27 /54 /55 /8 /41 /41 /41 □ /46 /64 /41 /41 /41 □ /46 /64 /36 /35 /36 □ /46 /64 /30 /34 /52 /29 /30 /34 /2 /69 /30 /52 /75 /1 /30 /29 /27 /54 /55 /8 /41 /41 /41 □ /46 /64 /41 /41 /41 □ /46 /64 /41 /41 /41 □ /46 /64 /41 /41 /41 □ /46 /64 /76 /7 /69 □ /34 /2 /8 /2 /76 /38 /81
/30 /1 /75 /1 /28 /32 /27 /6/1 □ /65 /8 /2 /6/11 /30 /1 /75 /1 /28 /32 /27 /6/1 □ /65 /8 /2 /6/11 /30 /1 /75 /1 /28 /32 /27 /6/1 □ /65 /8 /2 /6/11 /30 /1 /77 /37 /59 /35 /59 □ /46 /64 /59 /37 /35 /40 □ /46 /64 /41 /41 /41 □ /46 /64 /30 /3 /62 /6/2 /31 /63 /40 /42 /35 /59 □ /46 /64 /42 /36 /42 /42 /41 /36 /42 /41 /43 /59 □ /43 /36 /72 /49 /43 /72 /49 /45 /41 /41 /41 □ /46 /64 /41 /41 /41 □ /46 /64 /30 /65 /62 /6/27 /7 /63 /39 /44 /35 /45 □ /46 /64 /42 /36 /42 /42 /41 /36 /42 /41 /43 /59 □ /43 /36 /72 /36 /39 /72 /49 /44 /41 /41 /41 □ /46 /64 /41 /41 /41 □ /46 /64 /30 /66 /1 /2 /79 /62 /6/2 /31 /63 /43 /43 /39 /35 /36 □ /46 /64 /42 /36 /42 /42 /41 /36 /42 /41 /43 /59 □ /43 /59 /72 /42 /37 /72 /42 /37 /41 /41 /41 □ /46 /64 /41 /41 /41 □ /46 /64 /71 /75 /1 /5 /28 /12 /2 /46 /3 /38 /12 /4 /7 /8 /34 /4 /5 /2 /8 /27 /12 /7 /71 /64 /76 □ /38 /12 /4 /7 /8 /71 /64 /76 □ /34 /4 /5 /2 /8 /27 /12 /7 /36 /36 /72 /36 /36 /72 /36 /36 /35 /36 /36 /36 /72 /36 /36 /72 /36 /36 /35 /36 /65 /8 /2 /8 /27 /3 /8 /27 /56 /3
/30 /76 /65 □ /42 /35 /36 /44 /37 /35 /39 □ /46 /64
/30 /76 /65 □ /45 /35 /36 /37 /45 /35 /36 □ /46 /64
/30 /76 /65 □ /42 /37 /35 /36/37 /42 /35 /49 □ /46 /64
/30 /76 /65 □ /37 /36 /35 /36/49 /45 /35 /45 □ /46 /64
/30 /76 /65 □ /40 /36 /35 /36/49 /49 /35 /39 □ /46 /64
/30 /76 /65 □ /40 /40 /35 /36/49 /43 /35 /36 □ /46 /64
Apx-32
621
/0 /1 /2 /1 /3 □ /5 /6
/7 /8 /9/1 □ /10 /8 /11 /12 /13 /14 /15
/16 /17 /18 /17 /17 /19 /20 /21 □ /22 /1 /23 /17 /24 /18 /17 /17 /17 /25 /18 /17 /17 /19 /16 /18 /17 /17 /19 /26 /18 /17 /17 /17
/16 /17
/24 /17
/26 /17
/25 /17
/19 /17 /17
/19 /16 /17
/19 /24 /17
/22 /14 /1 /27 /28 /1 /29 /30 /15
/31 /6 /32 □ /19 /33 /19 □ /0 /1 /27
/17 □ /5 /6 /16 /34 □ /5 /6 /34 /17 □ /5 /6 /20 /34 □ /5 /6 /16 /17 /18 /17 /17 /19 /20 /21 □ /22 /1 /23 /17 /24 /18 /17 /17 /17 /25 /18 /17 /17 /19 /16 /18 /17 /17 /19 /26 /18 /17 /17 /25 /10 /35
/19 /16 /34 /10 /35
/19 /36 /10 /35
/25 /36 /10 /35
/22 /14 /1 /27 /28 /1 /29 /30 /15
/31 /6 /32 □ /19 /33 /19 □ /0 /9/37 /38
/17 □ /5 /6 /16 /34 □ /5 /6 /34 /17 □ /5 /6 /20 /34 □ /5 /6 /16 /17 /18 /17 /17 /19 /20 /21 □ /22 /1 /23 /17 /24 /18 /17 /17 /17 /25 /18 /17 /17 /19 /16 /18 /17 /17 /19 /26 /18 /17 /17 /25 /10 /35
/19 /16 /34 /10 /35
/19 /36 /10 /35
/25 /36 /10 /35
Apx-33
622
/0 /1 /2 /3 /4 /2 /5 /6 /7
/8 /9 /10 □ /12 /13 /12 □ /14 /15/16 /5
/17 □ /18 /9 /19 /20 □ /18 /9 /20 /17 □ /18 /9 /21 /20 □ /18 /9 /19 /17 /22 /17 /17 /12 /21 /23 □ /0 /2 /24 /17 /25 /22 /17 /17 /17 /26 /22 /17 /17 /12 /19 /22 /17 /17 /12 /27 /22 /17 /17 /26 /28 /29
/12 /19 /20 /28 /29
/12 /30 /28 /29
/26 /30 /28 /29
/0 /1 /2 /3 /4 /2 /5 /6 /7
/8 /9 /10 □ /12 /13 /31 □ /14 /2 /3
/17 □ /18 /9 /19 /20 □ /18 /9 /20 /17 □ /18 /9 /21 /20 □ /18 /9 /19 /17 /22 /17 /17 /12 /21 /23 □ /0 /2 /24 /17 /25 /22 /17 /17 /17 /26 /22 /17 /17 /12 /19 /22 /17 /17 /12 /27 /22 /17 /17 /27 /23 /31 /28 /29
/12 /17 /17 /28 /29
/12 /30 /28 /29
/26 /30 /28 /29
/19 /17 /30 /28 /29
/0 /1 /2 /3 /4 /2 /5 /6 /7
/8 /9 /10 □ /12 /13 /31 □ /14 /15/32 /33
/17 □ /18 /9 /19 /20 □ /18 /9 /20 /17 □ /18 /9 /21 /20 □ /18 /9 /19 /17 /22 /17 /17 /12 /21 /23 □ /0 /2 /24 /17 /25 /22 /17 /17 /17 /26 /22 /17 /17 /12 /19 /22 /17 /17 /12 /27 /22 /17 /17 /27 /23 /31 /28 /29
/12 /17 /17 /28 /29
/12 /30 /28 /29
/26 /30 /28 /29
/19 /17 /30 /28 /29
Apx-34
623
/0 /1 /2 /3 /4 /2 /5 /6 /7
/8 /9 /10 □ /12 /13 /14 □ /15 /16/17 /5
/18 □ /19 /9 /20 /21 □ /19 /9 /21 /18 □ /19 /9 /22 /21 □ /19 /9 /20 /18 /23 /18 /18 /12 /22 /24 □ /0 /2 /25 /18 /26 /23 /18 /18 /18 /27 /23 /18 /18 /12 /20 /23 /18 /18 /12 /28 /23 /18 /18 /28 /24 /14 /29 /30
/12 /18 /18 /29 /30
/12 /31 /29 /30
/27 /31 /29 /30
/20 /18 /31 /29 /30
Apx-35
624
APPENDIX D
CONSTRUCTION NOISE MODELING
Apx-36
625
Construction Phase Equipment Item # of Items Item Lmax at 50 feet, dBA1 Distance to Receptor3 Item Usage Percent Usage Factor Dist. Correction dB Usage Adj. dB Receptor Item Lmax, dBA Receptor Item Leq, dBA Grader 1 85 399 40 0.40 -18.0 -4.0 67.0 63.0
Rubber Tired Dozers 1 82 399 40 0.40 -18.0 -4.0 64.0 60.0 Tractors/Loaders/Backhoes 2 84 399 40 0.80 -18.0 -1.0 66.0 65.0 Log Sum 70.6 67.9
Cranes 1 81 399 16 0.16 -18.0 -8.0 63.0 55.0
Forklifts 2
2 48 399 40 0.80 -18.0 -1.0 30.0 29.0
Generator Sets 1 81 399 50 0.50 -18.0 -3.0 63.0 59.9
Welders 3 74 399 40 1.20 -18.0 0.8 56.0 56.8
Tractors/Loaders/Backhoes 2 84 399 40 0.80 -18.0 -1.0 66.0 65.0 Log Sum 69.2 66.9
Cement and Mortar Mixer 1 79 399 50 0.5 -18.0 -3.0 61.0 57.9 Pavers 1 77 399 50 0.50 -18.0 -3.0 59.0 55.9
Paving Equipment 1 85 399 20 0.20 -18.0 -7.0 67.0 60.0
Tractors/Loaders/Backhoes 1 84 399 40 0.40 -18.0 -4.0 66.0 62.0 Rollers 2 80 399 20 0.40 -18.0 -4.0 62.0 58.0
Log Sum 68.6 66.2
Air Compressors 1 78 399 40 0.40 -18.0 -4.0 60.0 56.0
Log Sum 60.0 56.0
Notes:
(1) Source: Referenced noise levels from the Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment Manual (September 2018) and the FHWA Roadway Construction Noise Model User's Guide (January 2006) (https://www.nrc.gov/docs/ML1805/ML18059A141.pdf) (2) Source: SoundPLAN reference list.
(3) Distance to receptor calculated from center of site. Construction noise projected from the center of the project site to nearest sensitive use (property line).
Architectural Coating
Receptor - Residential to Northwest
Building Construction
Paving
Grading
Apx-37
626
Construction Phase Equipment Item # of Items Item Lmax at 50 feet, dBA1 Distance to Receptor3 Item Usage Percent Usage Factor Dist. Correction dB Usage Adj. dB Receptor Item Lmax, dBA Receptor Item Leq, dBA Grader 1 85 365 40 0.40 -17.3 -4.0 67.7 63.8
Rubber Tired Dozers 1 82 365 40 0.40 -17.3 -4.0 64.7 60.8 Tractors/Loaders/Backhoes 2 84 365 40 0.80 -17.3 -1.0 66.7 65.8 Log Sum 71.3 68.7
Cranes 1 81 365 16 0.16 -17.3 -8.0 63.7 55.8
Forklifts 2
2 48 365 40 0.80 -17.3 -1.0 30.7 29.8
Generator Sets 1 81 365 50 0.50 -17.3 -3.0 63.7 60.7
Welders 3 74 365 40 1.20 -17.3 0.8 56.7 57.5
Tractors/Loaders/Backhoes 2 84 365 40 0.80 -17.3 -1.0 66.7 65.8 Log Sum 70.0 67.7
Cement and Mortar Mixer 1 79 365 50 0.5 -17.3 -3.0 61.7 58.7 Pavers 1 77 365 50 0.50 -17.3 -3.0 59.7 56.7
Paving Equipment 1 85 365 20 0.20 -17.3 -7.0 67.7 60.7
Tractors/Loaders/Backhoes 1 84 365 40 0.40 -17.3 -4.0 66.7 62.8 Rollers 2 80 365 20 0.40 -17.3 -4.0 62.7 58.8
Log Sum 69.4 67.0
Air Compressors 1 78 365 40 0.40 -17.3 -4.0 60.7 56.8
Log Sum 60.7 56.8
Notes:
(1) Source: Referenced noise levels from the Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment Manual (September 2018) and the FHWA Roadway Construction Noise Model User's Guide (January 2006) (https://www.nrc.gov/docs/ML1805/ML18059A141.pdf) (2) Source: SoundPLAN reference list.
(3) Distance to receptor calculated from center of site. Construction noise projected from the center of the project site to nearest sensitive use (property line).
Receptor - Residential to West
Grading
Building Construction
Paving
Architectural Coating
Apx-38
627
Construction Phase Equipment Item # of Items Item Lmax at 50 feet, dBA1 Distance to Receptor3 Item Usage Percent Usage Factor Dist. Correction dB Usage Adj. dB Receptor Item Lmax, dBA Receptor Item Leq, dBA Grader 1 85 402 40 0.40 -18.1 -4.0 66.9 62.9
Rubber Tired Dozers 1 82 402 40 0.40 -18.1 -4.0 63.9 59.9 Tractors/Loaders/Backhoes 2 84 402 40 0.80 -18.1 -1.0 65.9 64.9 Log Sum 70.5 67.8
Cranes 1 81 402 16 0.16 -18.1 -8.0 62.9 54.9
Forklifts 2
2 48 402 40 0.80 -18.1 -1.0 29.9 28.9
Generator Sets 1 81 402 50 0.50 -18.1 -3.0 62.9 59.9
Welders 3 74 402 40 1.20 -18.1 0.8 55.9 56.7
Tractors/Loaders/Backhoes 2 84 402 40 0.80 -18.1 -1.0 65.9 64.9 Log Sum 69.1 66.9
Cement and Mortar Mixer 1 79 402 50 0.5 -18.1 -3.0 60.9 57.9 Pavers 1 77 402 50 0.50 -18.1 -3.0 58.9 55.9
Paving Equipment 1 85 402 20 0.20 -18.1 -7.0 66.9 59.9
Tractors/Loaders/Backhoes 1 84 402 40 0.40 -18.1 -4.0 65.9 61.9 Rollers 2 80 402 20 0.40 -18.1 -4.0 61.9 57.9
Log Sum 68.6 66.2
Air Compressors 1 78 402 40 0.40 -18.1 -4.0 59.9 55.9
Log Sum 59.9 55.9
Notes:
(1) Source: Referenced noise levels from the Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment Manual (September 2018) and the FHWA Roadway Construction Noise Model User's Guide (January 2006) (https://www.nrc.gov/docs/ML1805/ML18059A141.pdf) (2) Source: SoundPLAN reference list.
(3) Distance to receptor calculated from center of site. Construction noise projected from the center of the project site to nearest sensitive use (property line).
Receptor - Residential to Southwest
Grading
Building Construction
Paving
Architectural Coating
Apx-39
628
Construction Phase Equipment Item # of Items Item Lmax at 50 feet, dBA1 Distance to Receptor3 Item Usage Percent Usage Factor Dist. Correction dB Usage Adj. dB Receptor Item Lmax, dBA Receptor Item Leq, dBA Grader 1 85 148 40 0.40 -9.4 -4.0 75.6 71.6
Rubber Tired Dozers 1 82 148 40 0.40 -9.4 -4.0 72.6 68.6 Tractors/Loaders/Backhoes 2 84 148 40 0.80 -9.4 -1.0 74.6 73.6 Log Sum 79.2 76.5
Cranes 1 81 148 16 0.16 -9.4 -8.0 71.6 63.6
Forklifts 2
2 48 148 40 0.80 -9.4 -1.0 38.6 37.6
Generator Sets 1 81 148 50 0.50 -9.4 -3.0 71.6 68.6
Welders 3 74 148 40 1.20 -9.4 0.8 64.6 65.4
Tractors/Loaders/Backhoes 2 84 148 40 0.80 -9.4 -1.0 74.6 73.6 Log Sum 77.8 75.5
Cement and Mortar Mixer 1 79 148 50 0.5 -9.4 -3.0 69.6 66.6 Pavers 1 77 148 50 0.50 -9.4 -3.0 67.6 64.6
Paving Equipment 1 85 148 20 0.20 -9.4 -7.0 75.6 68.6
Tractors/Loaders/Backhoes 1 84 148 40 0.40 -9.4 -4.0 74.6 70.6 Rollers 2 80 148 20 0.40 -9.4 -4.0 70.6 66.6
Log Sum 77.3 74.9
Air Compressors 1 78 148 40 0.40 -9.4 -4.0 68.6 64.6
Log Sum 68.6 64.6
Notes:
(1) Source: Referenced noise levels from the Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment Manual (September 2018) and the FHWA Roadway Construction Noise Model User's Guide (January 2006) (https://www.nrc.gov/docs/ML1805/ML18059A141.pdf) (2) Source: SoundPLAN reference list.
(3) Distance to receptor calculated from center of site. Construction noise projected from the center of the project site to nearest sensitive use (property line).
Receptor - Residential to South
Grading
Building Construction
Paving
Architectural Coating
Apx-40
629
Construction Phase Equipment Item # of Items Item Lmax at 50 feet, dBA1 Distance to Receptor3 Item Usage Percent Usage Factor Dist. Correction dB Usage Adj. dB Receptor Item Lmax, dBA Receptor Item Leq, dBA Grader 1 85 401 40 0.40 -18.1 -4.0 66.9 62.9
Rubber Tired Dozers 1 82 401 40 0.40 -18.1 -4.0 63.9 59.9 Tractors/Loaders/Backhoes 2 84 401 40 0.80 -18.1 -1.0 65.9 64.9 Log Sum 70.5 67.8
Cranes 1 81 401 16 0.16 -18.1 -8.0 62.9 55.0
Forklifts 2
2 48 401 40 0.80 -18.1 -1.0 29.9 28.9
Generator Sets 1 81 401 50 0.50 -18.1 -3.0 62.9 59.9
Welders 3 74 401 40 1.20 -18.1 0.8 55.9 56.7
Tractors/Loaders/Backhoes 2 84 401 40 0.80 -18.1 -1.0 65.9 64.9 Log Sum 69.1 66.9
Cement and Mortar Mixer 1 79 401 50 0.5 -18.1 -3.0 60.9 57.9 Pavers 1 77 401 50 0.50 -18.1 -3.0 58.9 55.9
Paving Equipment 1 85 401 20 0.20 -18.1 -7.0 66.9 59.9
Tractors/Loaders/Backhoes 1 84 401 40 0.40 -18.1 -4.0 65.9 61.9 Rollers 2 80 401 20 0.40 -18.1 -4.0 61.9 57.9
Log Sum 68.6 66.2
Air Compressors 1 78 401 40 0.40 -18.1 -4.0 59.9 55.9
Log Sum 59.9 55.9
Notes:
(1) Source: Referenced noise levels from the Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment Manual (September 2018) and the FHWA Roadway Construction Noise Model User's Guide (January 2006) (https://www.nrc.gov/docs/ML1805/ML18059A141.pdf) (2) Source: SoundPLAN reference list.
(3) Distance to receptor calculated from center of site. Construction noise projected from the center of the project site to nearest sensitive use (property line).
Receptor - Residential to East
Grading
Building Construction
Paving
Architectural Coating
Apx-41
630
Construction Phase Equipment Item # of Items Item Lmax at 50 feet, dBA1 Distance to Receptor3 Item Usage Percent Usage Factor Dist. Correction dB Usage Adj. dB Receptor Item Lmax, dBA Receptor Item Leq, dBA Grader 1 85 439 40 0.40 -18.9 -4.0 66.1 62.2
Rubber Tired Dozers 1 82 439 40 0.40 -18.9 -4.0 63.1 59.2 Tractors/Loaders/Backhoes 2 84 439 40 0.80 -18.9 -1.0 65.1 64.2 Log Sum 69.7 67.1
Cranes 1 81 439 16 0.16 -18.9 -8.0 62.1 54.2
Forklifts 2
2 48 439 40 0.80 -18.9 -1.0 29.1 28.2
Generator Sets 1 81 439 50 0.50 -18.9 -3.0 62.1 59.1
Welders 3 74 439 40 1.20 -18.9 0.8 55.1 55.9
Tractors/Loaders/Backhoes 2 84 439 40 0.80 -18.9 -1.0 65.1 64.2 Log Sum 68.4 66.1
Cement and Mortar Mixer 1 79 439 50 0.5 -18.9 -3.0 60.1 57.1 Pavers 1 77 439 50 0.50 -18.9 -3.0 58.1 55.1
Paving Equipment 1 85 439 20 0.20 -18.9 -7.0 66.1 59.1
Tractors/Loaders/Backhoes 1 84 439 40 0.40 -18.9 -4.0 65.1 61.2 Rollers 2 80 439 20 0.40 -18.9 -4.0 61.1 57.2
Log Sum 67.8 65.4
Air Compressors 1 78 439 40 0.40 -18.9 -4.0 59.1 55.2
Log Sum 59.1 55.2
Notes:
(1) Source: Referenced noise levels from the Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment Manual (September 2018) and the FHWA Roadway Construction Noise Model User's Guide (January 2006) (https://www.nrc.gov/docs/ML1805/ML18059A141.pdf) (2) Source: SoundPLAN reference list.
(3) Distance to receptor calculated from center of site. Construction noise projected from the center of the project site to nearest sensitive use (property line).
Receptor - Residential to Northeast
Grading
Building Construction
Paving
Architectural Coating
Apx-42
631
APPENDIX E
PROJECT GENERATED TRIPS FHWA WORKSHEETS
Apx-43
632
Existing Traffic Noise
Project: 19480 Belmont Sultana Warehouse Project
Road: Belmont Street
Segment: In Vicinity of Project Site
DAYTIME EVENING NIGHTTIME ADT 5840.00
AUTOS M.TRUCKS H.TRUCKS AUTOS M.TRUCKS H.TRUCKS AUTOS M.TRUCKS H.TRUCKS SPEED 25.00 -------------------------------------------- ----------------------- ----------------------- ----------------------- ----------------------- ----------------------- ----------------------- ----------------------- ----------------------- ----------------------- DISTANCE 30.00
INPUT PARAMETERS
Vehicles per hour 358.16 4.38 1.70 264.69 0.78 0.78 66.30 5.84 2.27 % A 97.4 Speed in MPH 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 Left angle -90.00 -90.00 -90.00 -90.00 -90.00 -90.00 -90.00 -90.00 -90.00 Right angle 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 % MT 1.84
NOISE CALCULATIONS
Reference levels 59.44 71.09 77.24 59.44 71.09 77.24 59.44 71.09 77.24 % HT 0.74
ADJUSTMENTS
Flow 21.26 2.13 -1.97 19.94 -5.38 -5.37 13.93 3.38 -0.72 Distance 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 LEFT -90.00 Finite Roadway 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 RIGHT 90.00 Barrier 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Grade 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CNEL 63.98 Constant -25.00 -25.00 -25.00 -25.00 -25.00 -25.00 -25.00 -25.00 -25.00 DAY LEQ 59.50 LEQ 57.84 50.36 52.42 56.53 42.86 49.02 50.52 51.61 53.67 Day hour 89.00 Absorbtive? no
DAY LEQ 59.50 EVENING LEQ 57.40 NIGHT LEQ 56.90 Use hour? no GRADE dB 0.00
CNEL 63.98
FHWA Traffic Noise Prediction Model FHWA-RD-77-108
Apx-44
633
FHWA Traffic Noise Prediction Model FHWA-RD-77-108
Existing Plus Project Traffic Noise
Project: 19480 Belmont Sultana Warehouse Project
Road: Belmont Street
Segment: In Vicinity of Project Site
DAYTIME EVENING NIGHTTIME ADT 5943.00
AUTOS M.TRUCKS H.TRUCKS AUTOS M.TRUCKS H.TRUCKS AUTOS M.TRUCKS H.TRUCKS SPEED 25.00 --------------------------------------------- ----------------------- ----------------------- ----------------------- ----------------------- ----------------------- ----------------------- ----------------------- ----------------------- ----------------------- DISTANCE 30.00
INPUT PARAMETERS
Vehicles per hour 362.39 4.91 2.61 267.81 0.87 1.19 67.08 6.54 3.48 % A 96.84 Speed in MPH 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 Left angle -90.00 -90.00 -90.00 -90.00 -90.00 -90.00 -90.00 -90.00 -90.00 Right angle 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 90.00 % MT 2.03
NOISE CALCULATIONS
Reference levels 59.44 71.09 77.24 59.44 71.09 77.24 59.44 71.09 77.24 % HT 1.11
ADJUSTMENTS
Flow 21.31 2.62 -0.12 19.99 -4.88 -3.52 13.98 3.87 1.13 Distance 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 LEFT -90.00 Finite Roadway 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 RIGHT 90.00 Barrier 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Grade 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CNEL 64.93 Constant -25.00 -25.00 -25.00 -25.00 -25.00 -25.00 -25.00 -25.00 -25.00 DAY LEQ 60.02 LEQ 57.89 50.86 54.27 56.58 43.35 50.87 50.57 52.11 55.52 Day hour 89.00 Absorbtive? no
DAY LEQ 60.02 EVENING LEQ 57.77 NIGHT LEQ 58.01 Use hour? no GRADE dB 0.00
CNEL 64.93
Apx-45
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APPENDIX F
SOUNDPLAN WORKSHEETS
Apx-46
635
Building Limit Level w/o NP Level w NP Difference Conflict No. Receiver name side Floor Day Day Day Day Day
dB(A) dB(A) dB(A) dB dB
1 1 - EG - 47.6 38.7 -9.0 -
2 2 - EG - 48.6 39.7 -8.9 -
3 3 - EG - 34.2 34.3 0.1 -
4 4 - EG - 37.4 37.4 0.0 -
5 5 - EG - 33.4 33.6 0.2 -
6 6 - EG - 45.4 41.5 -3.9 -
Receiver list
GANDDINI GROUP, INC. 550 Parkcenter Drive, Suite 202 Santa Ana CA 92705 USA Apx-47
636
Level w/o NP Level w NP
Source name Day Day
dB(A) dB(A)
1 EG 47.6 38.7
1 1.4 0.6
2 -7.8 -8.3
3 -5.2 -6.6
4 32.7 21.0
HVAC1 -15.9 -15.9
HVAC2 -15.9 -15.9
Loading Area1 47.5 38.6
2 EG 48.6 39.7
1 16.6 16.6
2 -4.1 -4.3
3 12.4 12.4
4 27.4 20.1
HVAC1 -9.4 -9.4
HVAC2 -15.2 -15.2
Loading Area1 48.5 39.6
3 EG 34.2 34.3
1 32.5 32.5
2 21.9 21.9
3 28.1 28.1
4 14.0 11.7
HVAC1 -3.5 -3.5
HVAC2 -11.2 -11.2
Loading Area1 16.0 19.4
4 EG 37.4 37.4
1 36.5 36.5
2 26.4 26.4
3 28.1 28.1
4 -0.7 -0.3
HVAC1 -1.7 -1.7
HVAC2 -1.6 -1.6
Loading Area1 12.7 12.7
5 EG 33.4 33.6
1 32.0 32.0
2 25.4 25.4
3 23.3 23.3
4 4.2 4.3
HVAC1 -3.2 -3.2
HVAC2 -1.3 -1.3
Loading Area1 17.6 22.3
6 EG 45.4 41.5
1 4.5 4.5
2 -1.8 -1.8
3 -7.4 -7.7
4 27.4 19.0
HVAC1 -15.7 -15.7
HVAC2 -9.3 -9.3
Loading Area1 45.4 41.5
Contribution levels of the receivers
GANDDINI GROUP, INC. 550 Parkcenter Drive, Suite 202 Santa Ana CA 92705 USA Apx-48
637
No. Name Floor Time slice 31 Hz 63 Hz 125 Hz 250 Hz 500 Hz 1 kHz 2 kHz 4 kHz 8 kHz 16 kHz 1 1 EG Day -34.6 14.9 23.0 26.0 31.0 33.1 33.6 30.0 20.7 -26.4 2 2 EG Day -31.1 16.0 23.6 26.3 31.5 34.3 34.8 31.4 22.8 -36.5 3 3 EG Day -24.8 20.4 30.0 18.5 22.3 26.0 27.5 24.8 15.2 -6.8 4 4 EG Day -25.9 23.5 33.2 21.8 25.8 29.3 30.8 27.4 18.6 -2.4 5 5 EG Day -26.0 19.5 29.4 17.0 20.7 25.3 27.7 23.8 13.0 -12.5 6 6 EG Day -34.0 15.1 23.0 24.9 30.3 35.6 37.1 35.2 27.1 -39.9 Spectra of the receivers
GANDDINI GROUP, INC. 550 Parkcenter Drive, Suite 202 Santa Ana CA 92705 USA Apx-49
638
Level Frequency spectrum [dB(A)] Corrections
Source name Reference Day 31 63 125 250 500 1 2 4 8 16 Cwall CI CT dB(A) Hz Hz Hz Hz Hz kHz kHz kHz kHz kHz dB dB dB
HVAC1 Lw/unit - 20.0 24.0 37.0 42.0 36.0 47.0 49.0 48.0 50.0 50.0 - - - HVAC2 Lw/unit - 20.0 24.0 37.0 42.0 36.0 47.0 49.0 48.0 50.0 50.0 - - - Loading Area1 Lw/m² - - 33.0 43.0 50.1 56.1 59.0 60.0 60.1 58.0 - - - - Noise emissions of industry sources
GANDDINI GROUP, INC. 550 Parkcenter Drive, Suite 202 Santa Ana CA 92705 USA Apx-50
639
Movements Separated Lw,ref
Name Parking lot type Size per hour Road surface method Day dB(A)
1 Visitors and staff 19 Parking bays 0.300 Asphaltic driving lanes no 78.3 2 Visitors and staff 6 Parking bays 0.300 Asphaltic driving lanes no 70.8 3 Visitors and staff 7 Parking bays 0.300 Asphaltic driving lanes no 71.5 4 Visitors and staff 12 Parking bays 0.300 Asphaltic driving lanes no 75.0 Noise emissions of parking lot traffic
GANDDINI GROUP, INC. 550 Parkcenter Drive, Suite 202 Santa Ana CA 92705 USA Apx-51
640
APPENDIX G
VIBRATION WORKSHEETS
Apx-52
641
Project: 19480 Belmont Sultana Warehouse Project Date: 1/31/22 Source: Vibratory Roller
Scenario: Unmitigated
Location:
Address:
PPV = PPVref(25/D)^n (in/sec)
Equipment =
Type
PPVref = 0.21 Reference PPV (in/sec) at 25 ft.
D = 66.00 Distance from Equipment to Receiver (ft)
n = 1.50 Vibration attenuation rate through the ground
PPV = 0.049 IN/SEC
Note: Based on reference equations from Vibration Guidance Manual, California Department of Transportation, 2006, pgs 38-43.
RESULTS
OUTPUT IN BLUE
GROUNDBORNE VIBRATION ANALYSIS
Single - Family Residential to south
INPUT
1 Vibratory Roller INPUT SECTION IN GREEN
Apx-53
642
Project: 19480 Belmont Sultana Warehouse Project Date: 1/31/22 Source: Large Bulldozer
Scenario: Unmitigated
Location:
Address:
PPV = PPVref(25/D)^n (in/sec)
Equipment =
Type
PPVref = 0.089 Reference PPV (in/sec) at 25 ft.
D = 66.00 Distance from Equipment to Receiver (ft)
n = 1.50 Vibration attenuation rate through the ground
PPV = 0.021 IN/SEC OUTPUT IN BLUE
RESULTS
2 Large Bulldozer
GROUNDBORNE VIBRATION ANALYSIS
Single - Family Residential to south
INPUT
INPUT SECTION IN GREEN
Note: Based on reference equations from Vibration Guidance Manual, California Department of Transportation, 2006, pgs 38-43.
Apx-54
643
Project: 19480 Belmont Sultana Warehouse Project Date: 1/31/22 Source: Vibratory Roller
Scenario: Unmitigated
Location:
Address:
PPV = PPVref(25/D)^n (in/sec)
Equipment =
Type
PPVref = 0.21 Reference PPV (in/sec) at 25 ft.
D = 75.00 Distance from Equipment to Receiver (ft)
n = 1.50 Vibration attenuation rate through the ground
PPV = 0.040 IN/SEC
Note: Based on reference equations from Vibration Guidance Manual, California Department of Transportation, 2006, pgs 38-43.
RESULTS
OUTPUT IN BLUE
GROUNDBORNE VIBRATION ANALYSIS
Single - Family Residential to west
INPUT
1 Vibratory Roller INPUT SECTION IN GREEN
Apx-55
644
Project: 19480 Belmont Sultana Warehouse Project Date: 1/31/22 Source: Large Bulldozer
Scenario: Unmitigated
Location:
Address:
PPV = PPVref(25/D)^n (in/sec)
Equipment =
Type
PPVref = 0.089 Reference PPV (in/sec) at 25 ft.
D = 75.00 Distance from Equipment to Receiver (ft)
n = 1.50 Vibration attenuation rate through the ground
PPV = 0.017 IN/SEC
Note: Based on reference equations from Vibration Guidance Manual, California Department of Transportation, 2006, pgs 38-43.
RESULTS
OUTPUT IN BLUE
GROUNDBORNE VIBRATION ANALYSIS
Single - Family Residential to west
INPUT
2 Large Bulldozer INPUT SECTION IN GREEN
Apx-56
645
Project: 19480 Belmont Sultana Warehouse Project Date: 1/31/22 Source: Vibratory Roller
Scenario: Unmitigated
Location:
Address:
PPV = PPVref(25/D)^n (in/sec)
Equipment =
Type
PPVref = 0.21 Reference PPV (in/sec) at 25 ft.
D = 114.00 Distance from Equipment to Receiver (ft)
n = 1.50 Vibration attenuation rate through the ground
PPV = 0.022 IN/SEC
Note: Based on reference equations from Vibration Guidance Manual, California Department of Transportation, 2006, pgs 38-43.
RESULTS
OUTPUT IN BLUE
GROUNDBORNE VIBRATION ANALYSIS
Single - Family Residential to northwest
INPUT
1 Vibratory Roller INPUT SECTION IN GREEN
Apx-57
646
Project: 19480 Belmont Sultana Warehouse Project Date: 1/31/22 Source: Large Bulldozer
Scenario: Unmitigated
Location:
Address:
PPV = PPVref(25/D)^n (in/sec)
Equipment =
Type
PPVref = 0.089 Reference PPV (in/sec) at 25 ft.
D = 114.00 Distance from Equipment to Receiver (ft)
n = 1.50 Vibration attenuation rate through the ground
PPV = 0.009 IN/SEC
Note: Based on reference equations from Vibration Guidance Manual, California Department of Transportation, 2006, pgs 38-43.
RESULTS
OUTPUT IN BLUE
GROUNDBORNE VIBRATION ANALYSIS
Single - Family Residential to northwest
INPUT
2 Large Bulldozer INPUT SECTION IN GREEN
Apx-58
647
Project: 19480 Belmont Sultana Warehouse Project Date: 1/31/22 Source: Vibratory Roller
Scenario: Unmitigated
Location:
Address:
PPV = PPVref(25/D)^n (in/sec)
Equipment =
Type
PPVref = 0.21 Reference PPV (in/sec) at 25 ft.
D = 90.00 Distance from Equipment to Receiver (ft)
n = 1.50 Vibration attenuation rate through the ground
PPV = 0.031 IN/SEC
Note: Based on reference equations from Vibration Guidance Manual, California Department of Transportation, 2006, pgs 38-43.
RESULTS
OUTPUT IN BLUE
GROUNDBORNE VIBRATION ANALYSIS
Single - Family Residential to east
INPUT
1 Vibratory Roller INPUT SECTION IN GREEN
Apx-59
648
Project: 19480 Belmont Sultana Warehouse Project Date: 1/31/22 Source: Large Bulldozer
Scenario: Unmitigated
Location:
Address:
PPV = PPVref(25/D)^n (in/sec)
Equipment =
Type
PPVref = 0.089 Reference PPV (in/sec) at 25 ft.
D = 90.00 Distance from Equipment to Receiver (ft)
n = 1.50 Vibration attenuation rate through the ground
PPV = 0.013 IN/SEC
Note: Based on reference equations from Vibration Guidance Manual, California Department of Transportation, 2006, pgs 38-43.
RESULTS
OUTPUT IN BLUE
GROUNDBORNE VIBRATION ANALYSIS
Single - Family Residential to east
INPUT
2 Large Bulldozer INPUT SECTION IN GREEN
Apx-60
649
Project: 19480 Belmont Sultana Warehouse Project Date: 1/31/22 Source: Vibratory Roller
Scenario: Unmitigated
Location:
Address:
PPV = PPVref(25/D)^n (in/sec)
Equipment =
Type
PPVref = 0.21 Reference PPV (in/sec) at 25 ft.
D = 125.00 Distance from Equipment to Receiver (ft)
n = 1.50 Vibration attenuation rate through the ground
PPV = 0.019 IN/SEC
Note: Based on reference equations from Vibration Guidance Manual, California Department of Transportation, 2006, pgs 38-43.
RESULTS
OUTPUT IN BLUE
GROUNDBORNE VIBRATION ANALYSIS
Commercial/Industrial to north
INPUT
1 Vibratory Roller INPUT SECTION IN GREEN
Apx-61
650
Project: 19480 Belmont Sultana Warehouse Project Date: 1/31/22 Source: Large Bulldozer
Scenario: Unmitigated
Location:
Address:
PPV = PPVref(25/D)^n (in/sec)
Equipment =
Type
PPVref = 0.089 Reference PPV (in/sec) at 25 ft.
D = 125.00 Distance from Equipment to Receiver (ft)
n = 1.50 Vibration attenuation rate through the ground
PPV = 0.008 IN/SEC
Note: Based on reference equations from Vibration Guidance Manual, California Department of Transportation, 2006, pgs 38-43.
RESULTS
OUTPUT IN BLUE
GROUNDBORNE VIBRATION ANALYSIS
Commercial/Industrial to north
INPUT
2 Large Bulldozer INPUT SECTION IN GREEN
Apx-62
651
Construction Annoyance Vibration Calculations
Source: Federal Transit Administration (FTA), Transit Noise and Vibration Impact Assessment Manual (September 2018).
Eq. 7-3: Lvdistance = Lvref - 30log (D/25)
Lvdistance = the rms velocity level adjsuted for distance, VdB Lvref = the source reference vibration level at 25 feet, VdB D = distance from the equipment to th receiver, ft.
Large Bulldozer:
SF to South: Lvdistance = 87 - 30 log (66/25) = 74.35 VdB SF to West: Lvdistance = 87 - 30 log (75/25) = 72.69 VdB SF to Northwest: Lvdistance = 87 - 30 log (114/25) = 67.23 VdB SF to East: Lvdistance = 87 - 30 log (90/25) = 70.31 VdB Under Threshold Mitigation Distance: 87 - 30 log (80/25) = 71.85 VdB Vibratory Roller:
SF to South: Lvdistance = 94 - 30 log (66/25) = 81.35 VdB SF to West: Lvdistance = 94 - 30 log (75/25) = 79.69 VdB SF to Northwest: Lvdistance = 94 - 30 log (114/25) = 74.23 VdB SF to East: Lvdistance = 94 - 30 log (90/25) = 77.31 VdB Under Threshold Mitigation Distance: 94 - 30 log (136/25) = 71.93 VdB Apx-63
652
GANDDINI GROUP INC.
714.795.3100 | ganddini.com
653
transportation ■ noise ■ air quality | GANDDINI GROUP
555 Parkcenter Drive, Suite 225, Santa Ana, California 92705 (714) 795-3100 | ganddini.com
February 9, 2022
Mr. Henry Pyle
CHARTWELL REAL ESTATE DEVELOPMENT
1010 Brioso Drive
Costa Mesa, California 92627
RE: Belmont Sultana Warehouse Project Level of Service and Vehicle Miles Traveled Screening Assessment
Project No. 19480
Dear Mr. Pyle:
Ganddini Group, Inc. is pleased to provide this Level of Service and Vehicle Miles Traveled Screening Assessment for the proposed Belmont Sultana Warehouse Project in the City of Ontario. The purpose of this analysis is to assess potential level of service (LOS) impacts for general plan compliance and vehicle miles traveled (VMT) impacts associated with the proposed project for compliance with California Environmental Quality Act (CEQA) requirements. We trust the findings of this analysis will aid you and the City of Ontario in assessing the project.
PROJECT DESCRIPTION
The 3.03-acre project site is located at the southeast corner of Belmont Street and Sultana Avenue, addressed at 500 Belmont Street, in the City of Ontario, California. The project site is currently vacant. The proposed project involves construction of 59,984 square foot industrial building. The proposed project also includes 44 auto parking spaces, 2 Truck parking spaces and 4 trailer parking spaces. Access to the project site would be provided by two access driveways on Belmont Street. The proposed site plan is shown in Attachment A.
PROJECT TRIPS
Table 1 shows the proposed project trips generation based on trip generation rates obtained from the Institute of Transportation Engineers (ITE) Trip Generation Manual (11th Edition, 2021). Trip generation rates for ITE Land Use Code 150 (Warehouse) per thousand square feet was used for the building development.
The project trip generation is shown in both vehicle trips and Passenger Car Equivalent (PCE) trips. The project-generated truck trips were converted to PCE trips based on the PCE factors recommended by San Bernardino County Congestion Management Program (2016) (1.5 for 2-axle trucks, 2.0 for 3-axle trucks, and
3.0 for trucks with 4 or more axles).
As also shown in Table 1, the proposed project is forecast to generate approximately 103 daily trips, including 9 trips during the AM peak hour and 11 trips during the PM peak hour, which equates to approximately 159 daily PCE trips, including 9 PCE trips during the AM peak hour and 15 PCE trips during the PM peak hour.
654
Mr. Henry Pyle
CHARTWELL REAL ESTATE DEVELOPMENT
February 9, 2022
Belmont Sultana Warehouse Project
Level of Service and Vehicle Miles Traveled Screening Assessment 2 19480
CRITERIA FOR THE PREPARATION OF TRAFFIC IMPACT ANALYSES
The project has been screened for both level of service analysis and vehicle miles traveled analysis using the City of Ontario standard practices and the County of San Bernardino established criteria as specified in the County of San Bernardino Transportation Impact Study Guidelines, July 2019 [“the County guidelines”].
LEVEL OF SERVICE SCREENING CRITERIA (NON-CEQA/GENERAL PLAN CONFORMITY)
As specified in the County of San Bernardino Transportation Impact Study Guidelines, July 2019 [“the County guidelines”], the requirement to prepare a transportation impact study with Level of Service analysis should be based on one or more of the following criteria:
If a project generates more than 100 or more trips without consideration of pass-by trip reductions during any peak hour.
If a project is located within 300 feet of intersection of two streets designated as Collector or higher on the County’s General Plan circulation system or an impacted intersection as determined by the County Traffic Division.
If the project creates safety or operational concerns.
If a project generates less than 100 trips without consideration of pass-by trip reductions during any peak hour, a study may be required if there are special concerns.
The proposed project is forecast to generate fewer than 100 peak hour trips, and is located more than 300 feet from the nearest intersection of two streets designated as Collector or higher on the County’s General Plan circulation system. Assuming the project shall construct all on-site and off-site improvements (if any) in accordance with City design standards, the project would not create any new safety or operational concerns.
Therefore, the proposed project does not warrant preparation of a transportation impact study with Level of Service analysis based on the County-established screening criteria as used by the City of Ontario.
VEHICLE MILES TRAVELED SCREENING CRITERIA (CEQA)
The VMT screening assessment has been prepared in accordance with the County guidelines, which were developed based on guidance from the Office of Planning and Research (OPR) Technical Advisory on Evaluating Transportation Impacts in CEQA (State of California, December 2018) [“OPR Technical Advisory”]. The County guidelines identify screening criteria for certain types of projects that typically reduce VMT and may be presumed to result in a less than significant VMT impact. The project need only satisfy one of the following screening criteria:
Projects located within a Transit Priority Area (TPA) □ Projects located within one-half mile radius of major transit stop or high-quality transit corridor
Projects located within a low VMT area
□ Site location can be verified with the web-based or map-based VMT Screening Tool
Project Type Screening
□ Local serving land use
□ Retail land use projects which do not exceed 50,000 square feet of gross floor area
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Mr. Henry Pyle
CHARTWELL REAL ESTATE DEVELOPMENT
February 9, 2022
Belmont Sultana Warehouse Project
Level of Service and Vehicle Miles Traveled Screening Assessment 3 19480
□ Existing projects and redevelopment projects up to 10,000 square feet □ Projects with trip generate less than net new 110 daily vehicle trips (ADT)
TPA SCREENING
Projects located within a TPA, defined as within one-half mile of major transit stop 1 or high-quality transit corridor2, may be presumed to result in a less than significant VMT impact absent substantial evidence to the contrary. This presumption may not apply, however, if the project:
1. Has a Floor Area Ratio (FAR) of less than 0.75;
2. Includes more parking for use by residents, customers, or employees of the project than required by the jurisdiction (if the jurisdiction requires the project to supply parking)
3. Is inconsistent with the applicable Sustainable Communities Strategy (as determined by the SBCTA with input from the SCAG): or
4. Replaces affordable residential units with a smaller number of moderate or high-income residential units.
Based on review the of the San Bernardino County Transportation Authority (SBCTA) VMT Screening Tool, the proposed project is not located within a TPA; therefore, the project does not satisfy the TPA screening criteria.
LOW VMT AREA SCREENING
Residential and office projects located within a low VMT generating area may be presumed to have a less than significant impact absent substantial evidence to the contrary. In addition, other employment-related and mixed-use land use projects may qualify for the use of screening if the project can reasonably be expected to generate VMT per resident, per worker, or per service population that is similar to the existing land uses in the low VMT area. Based on the County-established thresholds, a project would satisfy the low VMT screening criteria if it is located in a traffic analysis zone (TAZ) that does not exceed four percent below the existing County of San Bernardino baseline VMT per service population.
To identify if the project is in a low VMT area, the SBCTA VMT Screening Tool was used. The SBCTA VMT Screening Tool was developed from the San Bernardino Transportation Analysis Model (SBTAM) travel forecasting model to measure VMT performance for individual jurisdictions and for individual traffic analysis zones (TAZs). TAZs are geographic polygons similar to census block groups used to represent areas of homogenous travel behavior. Projects located in areas that incorporate similar features of the TAZ will tend to exhibit similar VMT. This presumption may not be appropriate if the project land uses would alter the existing built environment in such a way as to increase the rate or length of vehicle trips. Exhibit A shows the SBCTA VMT Screening Tool results for the project site.
As shown in Exhibit A below, the proposed project is consistent with existing residential land uses in the project TAZ and there does not appear to be anything unique about the project that would otherwise be mis- represented utilizing the data from the SBCTA VMT Screening Tool. Based on the SBCTA VMT Screening Tool assessment, the proposed project is located within TAZ 53647201. As shown on Exhibit A, the baseline year (2022) VMT per worker for the project TAZ is equal to 16.7 and the County-established threshold is equal to 16.9. Therefore, the proposed project does not satisfy the County-established screening criteria of
1 A major transit stop is defined as an existing rail transit station, ferry terminal with bus or rail service, or the intersection of two or more major bus routes with less than 15 minutes headways during the peak commute hours (Pub. Resources Code, § 21064.3.). 2 Fixed route bus service with less than 15 minute headways during the peak commute hours (Pub. Resources Code, § 21155). 656
Mr. Henry Pyle
CHARTWELL REAL ESTATE DEVELOPMENT
February 9, 2022
Belmont Sultana Warehouse Project
Level of Service and Vehicle Miles Traveled Screening Assessment 4 19480
4% below baseline VMT for projects located in low VMT areas without implementation of any project design features or mitigation measures that would reduce the project’s baseline VMT.
Exhibit A – SBCTA VMT Screening Tool Results
PROJECT TYPE SCREENING
The County TIA Guidelines identify the following types of projects that may be presumed to have a less than significant VMT impact as they are local serving and thus can be expected to reduce VMT or they are small enough to have a negligible impact:
K-12 schools
Local parks
Day care centers
Local-serving retail uses less than 50,000 square feet, including:
□ Gas stations
□ Banks
Student housing projects
Local serving community colleges that are consistent with the assumptions noted in the RTP/SCS Existing projects or redevelopment of up to 10,000 additional square feet 3 Projects generating less than 110 daily vehicle4 trips. This generally corresponds to the following “typical” development potentials:
□ 11 single family housing units
□ 16 multi-family, condominiums, or townhouse housing units
3 As noted in OPR Technical Advisory, CEQA provides a categorical exemption for existing facilities and additions to existing structures up to 10,000 square feet so long as the project is in an area where public infrastructure is available to allow for maximum planning development and the project is not in an environmentally sensitive area (CEQA Guidelines, § 15301, subd. (e)(2).). Typical project types for which trip generation increases relatively linearly with building footprint (i.e., general office building, single tenant office building, office park, and business park) generate or attract an additional 110-124 trips per 10,000 square feet. Therefore, absent substantial evidence otherwise, it is reasonable to conclude that the addition of 110 or fewer trips could be considered not to lead to a significant impact.
4 The term vehicle refers to on-road passenger vehicles, specifically cars and light trucks. Heavy-duty trucks should only be included in a traffic impact analysis for modeling convenience and ease of calculation (e.g., where data provided combine auto and heavy freight VMT), but should not contribute to a finding of significant traffic (VMT) impact under any circumstances. 657
Mr. Henry Pyle
CHARTWELL REAL ESTATE DEVELOPMENT
February 9, 2022
Belmont Sultana Warehouse Project
Level of Service and Vehicle Miles Traveled Screening Assessment 5 19480
□ 10,000 sq. ft. of office
□ 15,000 sq. ft. of light industrial
□ 63,000 sq. ft. of warehousing
□ 79,000 sq. ft. of high cube transload and short-term storage warehouse □ 12 hotel rooms
As previously noted, proposed project is forecast to generate a total of approximately 103 daily vehicle trips of which 67 are passenger vehicles (cars/light trucks). Therefore, the proposed project meets the County- established criteria for project type screening and may be presumed to result in a less than significant VMT impact.
CONCLUSIONS
The proposed project is forecast to generate approximately 103 daily trips, including 9 trips during the AM peak hour and 11 trips during the PM peak hour, which equates to approximately 159 daily PCE trips, including 9 PCE trips during the AM peak hour and 15 PCE trips during the PM peak hour.
The proposed project does not warrant preparation of a transportation impact study with Level of Service analysis based on the County-established screening criteria as used by the City of Ontario.
The proposed project meets the County-established criteria for project type screening and may be presumed to result in a less than significant VMT impact.
It has been a pleasure to assist you with this project. Should you have any questions or if we can be of further assistance, please do not hesitate to call at (714) 795-3100.
Sincerely,
GANDDINI GROUP, INC.
Perrie Ilercil, P.E. (AZ) Giancarlo Ganddini, PE, PTP
Senior Engineer Principal
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661
RESOLUTION NO. PC23-064
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
ONTARIO, CALIFORNIA, APPROVING FILE NO. PDEV21-035, A
DEVELOPMENT PLAN TO CONSTRUCT A 59,984 SQUARE FOOT
INDUSTRIAL BUILDING ON 3.15 GROSS ACRES OF LAND LOCATED
AT THE SOUTHEAST CORNER OF SULTANA AVENUE AND BELMONT
STREET, WITHIN THE IL (LIGHT INDUSTRIAL) ZONING DISTRICT, AND MAKING FINDINGS IN SUPPORT THEREOF —APN’S: 1049-491-01, 1049-491-02 AND 1049-491-03.
WHEREAS, CHARTWELL REAL ESTATE DEVELOPMENT ("Applicant") has filed an Application for the approval of a Development Plan, File No. PDEV21-035, as described in the title of this Resolution (hereinafter referred to as " Application" or "Project"); and
WHEREAS, the Application applies to 3.15 gross acres of land generally located at the southeast corner of Sultana Avenue and Belmont Street, within the IL (Light Industrial) zoning district and is presently vacant; and
WHEREAS, the property to the north of the Project site is within the IL zoning district and is developed with a steel supplier yard. The property to the east is within the IL zoning district and is developed with a railroad. The property to the south is within the MDR-11 (Medium Density Residential) zoning district and is developed with Single Family Residential. The property to the west is within the LDR-5 (Low Density Residential) zoning district and is developed with Single Family Residential; and
WHEREAS, the Development Plan is the construction of a 59,984 -square foot industrial multi-tenant building, having a floor area ratio (“FAR”) of 0.54. The rectangular- shaped building is centrally located on the site, with the front of the building facing Sultana Avenue and two office entries located at the northwest and southwest corners of the building. The primary off-street parking area is located on the west side of the proposed building to serve office employees and visitors, with a smaller parking area located within the yard area to serve employees . The yard area, designed for tractor -trailer parking, truck maneuvering, loading activities, and outdoor staging, is located on the east side of the proposed building. The yard area will be screened from public view by a 14-foot-high concrete tilt-up wall that will match the architecture of the building; and
WHEREAS, there are two points of access to the Project site from Belmont Street, located at the northwest corner of the si te, providing passenger vehicle access to the main parking area. The second site access is located at the northwest corner of the site, providing truck yard access from Belmont Street; and
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Planning Commission Resolution
File No. PDEV21-035
July 25, 2023